2024-03-29 08:39:14 -0400
Summit County Engineer
http://geomonuments.summitengineer.net/monuments?page=32&q%5Bs%5D=vert_order+asc&format=xls
Monument Search Results
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id
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old_monument_id
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station
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usgs_quad
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marktype
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stamping
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who
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whendone
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history
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horz_datum
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g83minus27_lat_sign
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g83minus27_lat_shift
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g83minus27_long_sign
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g83minus27_long_shift
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g83minus27how
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g88minus29_height_sign
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g88minus29_height_shift
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g88minus29how
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dyminus88_height_sign
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dyminus88_height_shift
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dyminus88how
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displaye
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displayn
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indicator_spc_ft
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ynactive
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dtupdated
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is_cadastral
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decimal_lat
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decimal_lon
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longitude
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latitude
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spc_e_ft
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spc_n_ft
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spc_e_meters
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spc_n_meters
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13
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13
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432 BORR
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MB1136
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OH
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Summit
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Baltimore and Ohio Railroad
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1902-12-31 19:00:00 -0500
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Bolt
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No Stamp
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National Geodetic Survey
|
1992-06-24 20:00:00 -0400
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HISTORY - Year Condition Recov. By
HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
HISTORY - 2004 NOT RECOVERED COSE FIELD CREW
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NAD 83(1986)
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false
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41
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8
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35.0
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N
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81
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28
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3.0
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W
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SCALED
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-33.73
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GEOID90
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THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
AND NOT KEY VERIFIED.
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OH N
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+
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MT
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309.045
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1013.93
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ADJ UNCH
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NGVD 29
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DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
1 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM MONROE
FALLS, SUMMIT COUNTY, AT BRIDGE 55, AND IN THE NORTH END OF
THE EAST ABUTMENT. A COPPER BOLT.
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2004-05-26 20:00:00 -0400
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SCE
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Unable to Locate
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1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1136 ***********************************************************************
MB1136 DESIGNATION - 432 BORR
MB1136 PID - MB1136
MB1136 STATE/COUNTY- OH/SUMMIT
MB1136
MB1136 HORZ DATUM - NAD 83(1986)
MB1136 VERT DATUM - NGVD 29
MB1136
MB1136 POSITION - 41 08 35. (N) 081 28 03. (W) SCALED
MB1136 83 minus 27 - +00. -01. SCALED
MB1136
MB1136 HEIGHT - 309.045 (meters) 1013.93 (feet) ADJ UNCHK
MB1136 ***********************************************************************
MB1136
MB1136 GEOID HEIGHT- -33.73 GEOID90
MB1136
MB1136
MB1136
MB1136
MB1136.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1136.THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
MB1136.AND NOT KEY VERIFIED.
MB1136
MB1136
MB1136
MB1136
MB1136_STATION MARK IS A BOLT
MB1136_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1136
MB1136 HISTORY - Year Condition Recov. By
MB1136 HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
MB1136
MB1136 STATION DESCRIPTION
MB1136
MB1136'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
MB1136'1 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM MONROE
MB1136'FALLS, SUMMIT COUNTY, AT BRIDGE 55, AND IN THE NORTH END OF
MB1136'THE EAST ABUTMENT. A COPPER BOLT.
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2252864.25
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539566.5
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0101000020960E000019CEE2E51F30414108003E655D772041
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true
|
2005-03-18 05:40:00 -0500
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false
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41.14305555555555555555
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-81.4675
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-81.4675
|
41.1430555555554
|
2252863.79598404
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539566.697738648
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686674.258364452
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164460.258391241
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14
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14
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433 BORR
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MB1137
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OH
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Summit
|
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B and O Railroad
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1902-12-31 19:00:00 -0500
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Rail set Vertically
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No Stamp
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
HISTORY -2004 NOT RECOVERED COSE FIELD CREW
|
NAD 83(1986)
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false
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41
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8
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28.0
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N
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81
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28
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34.0
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W
|
SCALED
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-33.73
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GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
AND NOT KEY VERIFIED.
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OH N
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+
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MT
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310.272
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1017.95
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ADJ UNCH
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NGVD 29
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DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
AT MONROE FALLS, SUMMIT COUNTY, 40 FEET EAST OF THE BALTIMORE
AND OHIO RAILROAD STATION, AND ON THE NORTH SIDE OF THE TRACK. A
SECTION OF RAIL SET VERTICALLY IN THE GROUND.
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2004-05-26 20:00:00 -0400
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SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1137 ***********************************************************************
MB1137 DESIGNATION - 433 BORR
MB1137 PID - MB1137
MB1137 STATE/COUNTY- OH/SUMMIT
MB1137
MB1137 HORZ DATUM - NAD 83(1986)
MB1137 VERT DATUM - NGVD 29
MB1137
MB1137 POSITION - 41 08 28. (N) 081 28 34. (W) SCALED
MB1137 83 minus 27 - +00. -01. SCALED
MB1137
MB1137 HEIGHT - 310.272 (meters) 1017.95 (feet) ADJ UNCHK
MB1137 ***********************************************************************
MB1137
MB1137 GEOID HEIGHT- -33.73 GEOID90
MB1137
MB1137
MB1137
MB1137
MB1137.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1137.THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
MB1137.AND NOT KEY VERIFIED.
MB1137
MB1137
MB1137
MB1137
MB1137
MB1137 HISTORY - Year Condition Recov. By
MB1137 HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
MB1137
MB1137 STATION DESCRIPTION
MB1137
MB1137'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
MB1137'AT MONROE FALLS, SUMMIT COUNTY, 40 FEET EAST OF THE BALTIMORE
MB1137'AND OHIO RAILROAD STATION, AND ON THE NORTH SIDE OF THE TRACK. A
MB1137'SECTION OF RAIL SET VERTICALLY IN THE GROUND.
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2250500.25
|
538829.75
|
0101000020960E0000930F3C4E822B4141C16CC3B59C712041
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true
|
2005-03-18 05:41:00 -0500
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false
|
41.14111111111111111111
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-81.47611111111111111111
|
-81.4761111111111
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41.1411111111109
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2250500.61120791
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538830.355006598
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685953.958204087
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164235.820677634
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15
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15
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434 BORR
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MB1138
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OH
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Summit
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B and O Railroad
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1902-12-31 19:00:00 -0500
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Rail set Vertically
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No Stamp
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
HISTORY - 2006 UNABLE TO LOCATE SCE
|
NAD 83(1986)
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false
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41
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8
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23.0
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N
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81
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28
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38.0
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W
|
SCALED
|
-33.72
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
AND NOT KEY VERIFIED.
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OH N
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+
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MT
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309.93
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1016.83
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ADJ UNCH
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NGVD 29
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DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM MONROE
FALLS, SUMMIT COUNTY, ON THE SOUTH SIDE OF THE TRACK, AND AT
POLE 129/15. A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
|
2006-07-10 20:00:00 -0400
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SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1138 ***********************************************************************
MB1138 DESIGNATION - 434 BORR
MB1138 PID - MB1138
MB1138 STATE/COUNTY- OH/SUMMIT
MB1138
MB1138 HORZ DATUM - NAD 83(1986)
MB1138 VERT DATUM - NGVD 29
MB1138
MB1138 POSITION - 41 08 23. (N) 081 28 38. (W) SCALED
MB1138 83 minus 27 - +00. -01. SCALED
MB1138
MB1138 HEIGHT - 309.930 (meters) 1016.83 (feet) ADJ UNCHK
MB1138 ***********************************************************************
MB1138
MB1138 GEOID HEIGHT- -33.72 GEOID90
MB1138
MB1138
MB1138
MB1138
MB1138.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1138.THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
MB1138.AND NOT KEY VERIFIED.
MB1138
MB1138
MB1138
MB1138
MB1138
MB1138 HISTORY - Year Condition Recov. By
MB1138 HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
MB1138
MB1138 STATION DESCRIPTION
MB1138
MB1138'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
MB1138'1 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM MONROE
MB1138'FALLS, SUMMIT COUNTY, ON THE SOUTH SIDE OF THE TRACK, AND AT
MB1138'POLE 129/15. A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
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2250201.5
|
538320.3125
|
0101000020960E00007E819644EC2A4141E398798DA16D2041
|
true
|
2006-07-11 10:16:00 -0400
|
false
|
41.13972222222222222222
|
-81.47722222222222222223
|
-81.4772222222222
|
41.1397222222221
|
2250200.53584307
|
538320.776318338
|
685862.495049959
|
164080.500782814
|
17
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17
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436 BORR
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MB1140
|
OH
|
Summit
|
|
B and O Railroad
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1902-12-31 19:00:00 -0500
|
Rail set Vertically
|
No Stamp
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
HISTORY - 2006 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
7
|
39.0
|
N
|
81
|
28
|
58.0
|
W
|
SCALED
|
-33.7
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
AND NOT KEY VERIFIED.
|
OH N
|
|
|
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+
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|
|
|
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MT
|
|
|
|
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309.771
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1016.31
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ADJ UNCH
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NGVD 29
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|
|
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|
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DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
0.7 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
STATION AT CUYAHOGA FALLS, SUMMIT COUNTY, BETWEEN THE TRACKS,
AND AT POLE 131/15. A SECTION OF RAIL SET VERTICALLY IN THE
GROUND.
|
2006-07-10 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1140 ***********************************************************************
MB1140 DESIGNATION - 436 BORR
MB1140 PID - MB1140
MB1140 STATE/COUNTY- OH/SUMMIT
MB1140
MB1140 HORZ DATUM - NAD 83(1986)
MB1140 VERT DATUM - NGVD 29
MB1140
MB1140 POSITION - 41 07 39. (N) 081 28 58. (W) SCALED
MB1140 83 minus 27 - +00. -01. SCALED
MB1140
MB1140 HEIGHT - 309.771 (meters) 1016.31 (feet) ADJ UNCHK
MB1140 ***********************************************************************
MB1140
MB1140 GEOID HEIGHT- -33.70 GEOID90
MB1140
MB1140
MB1140
MB1140
MB1140.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1140.THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
MB1140.AND NOT KEY VERIFIED.
MB1140
MB1140
MB1140
MB1140
MB1140
MB1140 HISTORY - Year Condition Recov. By
MB1140 HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
MB1140
MB1140 STATION DESCRIPTION
MB1140
MB1140'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
MB1140'0.7 MILE WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
MB1140'STATION AT CUYAHOGA FALLS, SUMMIT COUNTY, BETWEEN THE TRACKS,
MB1140'AND AT POLE 131/15. A SECTION OF RAIL SET VERTICALLY IN THE
MB1140'GROUND.
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2248721.75
|
533849.6875
|
0101000020960E0000183F263209284141F23FEB60B44A2041
|
true
|
2007-11-30 04:16:00 -0500
|
false
|
41.1275
|
-81.48277777777777777778
|
-81.4827777777778
|
41.1274999999999
|
2248722.39179219
|
533850.189294813
|
685411.955842171
|
162717.86313277
|
18
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18
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437 BORR
|
MB1141
|
OH
|
Summit
|
|
NGS
|
1902-12-31 19:00:00 -0500
|
RAIL SET VERTICALLY
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
43.0
|
N
|
81
|
29
|
33.0
|
W
|
SCALED
|
-33.68
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
AND NOT KEY VERIFIED.
|
OH N
|
|
|
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+
|
|
|
|
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MT
|
|
|
|
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310.139
|
1017.51
|
ADJ UNCH
|
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|
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|
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NGVD 29
|
|
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|
|
DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
1.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
STATION AT CUYAHOGA FALLS, SUMMIT COUNTY, BETWEEN THE TRACKS, AND
AT POLE 132/15. A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
|
2012-04-25 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1141 ***********************************************************************
MB1141 DESIGNATION - 437 BORR
MB1141 PID - MB1141
MB1141 STATE/COUNTY- OH/SUMMIT
MB1141
MB1141 HORZ DATUM - NAD 83(1986)
MB1141 VERT DATUM - NGVD 29
MB1141
MB1141 POSITION - 41 06 43. (N) 081 29 33. (W) SCALED
MB1141 83 minus 27 - +00. -01. SCALED
MB1141
MB1141 HEIGHT - 310.139 (meters) 1017.51 (feet) ADJ UNCHK
MB1141 ***********************************************************************
MB1141
MB1141 GEOID HEIGHT- -33.68 GEOID90
MB1141
MB1141
MB1141
MB1141
MB1141.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1141.THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
MB1141.AND NOT KEY VERIFIED.
MB1141
MB1141
MB1141
MB1141
MB1141
MB1141 HISTORY - Year Condition Recov. By
MB1141 HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
MB1141
MB1141 STATION DESCRIPTION
MB1141
MB1141'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
MB1141'1.7 MILES WEST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
MB1141'STATION AT CUYAHOGA FALLS, SUMMIT COUNTY, BETWEEN THE TRACKS, AND
MB1141'AT POLE 132/15. A SECTION OF RAIL SET VERTICALLY IN THE GROUND.
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|
2246109.75
|
528152.625
|
0101000020960E000007BF4CDCEE224141A339F217301E2041
|
true
|
2012-04-26 10:08:00 -0400
|
false
|
41.11194444444444444444
|
-81.4925
|
-81.4925
|
41.1119444444443
|
2246109.72109211
|
528152.046769906
|
684615.612220099
|
160981.065817583
|
19
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19
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438 BORR
|
MB1142
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
23.0
|
N
|
81
|
29
|
31.0
|
W
|
SCALED
|
-33.67
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
AND NOT KEY VERIFIED.
|
OH N
|
|
|
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+
|
|
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|
MT
|
|
|
|
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310.105
|
1017.4
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ADJ UNCH
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NGVD 29
|
|
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DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
1 1/2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
AKRON JUNCTION, SUMMIT COUNTY, BETWEEN THE TRACKS, AND AT
MILEPOST ALLEGHENY 133. A SECTION OF RAIL SET VERTICALLY IN THE
GROUND.
|
2012-04-25 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1142 ***********************************************************************
MB1142 DESIGNATION - 438 BORR
MB1142 PID - MB1142
MB1142 STATE/COUNTY- OH/SUMMIT
MB1142
MB1142 HORZ DATUM - NAD 83(1986)
MB1142 VERT DATUM - NGVD 29
MB1142
MB1142 POSITION - 41 06 23. (N) 081 29 31. (W) SCALED
MB1142 83 minus 27 - +00. -01. SCALED
MB1142
MB1142 HEIGHT - 310.105 (meters) 1017.40 (feet) ADJ UNCHK
MB1142 ***********************************************************************
MB1142
MB1142 GEOID HEIGHT- -33.67 GEOID90
MB1142
MB1142
MB1142
MB1142
MB1142.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1142.THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
MB1142.AND NOT KEY VERIFIED.
MB1142
MB1142
MB1142
MB1142
MB1142
MB1142 HISTORY - Year Condition Recov. By
MB1142 HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
MB1142
MB1142 STATION DESCRIPTION
MB1142
MB1142'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
MB1142'1 1/2 MILES EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
MB1142'AKRON JUNCTION, SUMMIT COUNTY, BETWEEN THE TRACKS, AND AT
MB1142'MILEPOST ALLEGHENY 133. A SECTION OF RAIL SET VERTICALLY IN THE
MB1142'GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2246286.5
|
526129.5625
|
0101000020960E00006E711718472341411D4968BE630E2041
|
true
|
2012-04-26 10:10:00 -0400
|
false
|
41.10638888888888888889
|
-81.49194444444444444444
|
-81.4919444444444
|
41.1063888888888
|
2246286.18821543
|
526129.871889386
|
684669.399506861
|
160364.705681282
|
20
|
20
|
439 BORR
|
MB1143
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
43.0
|
N
|
81
|
29
|
3.0
|
W
|
SCALED
|
-33.65
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
AND NOT KEY VERIFIED.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
299.851
|
983.76
|
ADJ UNCH
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
3/4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM AKRON
JUNCTION, SUMMIT COUNTY, AT A COUNTY-ROAD BRIDGE SOUTH OF
THE TRACK CROSSING, AND IN THE NORTH END OF THE COPING. A COPPER
BOLT.
|
2012-04-25 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1143 ***********************************************************************
MB1143 DESIGNATION - 439 BORR
MB1143 PID - MB1143
MB1143 STATE/COUNTY- OH/SUMMIT
MB1143
MB1143 HORZ DATUM - NAD 83(1986)
MB1143 VERT DATUM - NGVD 29
MB1143
MB1143 POSITION - 41 05 43. (N) 081 29 03. (W) SCALED
MB1143 83 minus 27 - +00. -01. SCALED
MB1143
MB1143 HEIGHT - 299.851 (meters) 983.76 (feet) ADJ UNCHK
MB1143 ***********************************************************************
MB1143
MB1143 GEOID HEIGHT- -33.65 GEOID90
MB1143
MB1143
MB1143
MB1143
MB1143.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1143.THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
MB1143.AND NOT KEY VERIFIED.
MB1143
MB1143
MB1143
MB1143
MB1143_STATION MARK IS A BOLT
MB1143_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1143
MB1143 HISTORY - Year Condition Recov. By
MB1143 HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
MB1143
MB1143 STATION DESCRIPTION
MB1143
MB1143'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
MB1143'3/4 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM AKRON
MB1143'JUNCTION, SUMMIT COUNTY, AT A COUNTY-ROAD BRIDGE SOUTH OF
MB1143'THE TRACK CROSSING, AND IN THE NORTH END OF THE COPING. A COPPER
MB1143'BOLT.
|
|
|
|
|
|
|
|
|
|
|
|
2248476.0
|
522106.15625
|
0101000020960E00006C2882448E27414174570074EBDD1F41
|
true
|
2012-04-26 10:10:00 -0400
|
false
|
41.09527777777777777777
|
-81.48416666666666666666
|
-81.4841666666667
|
41.0952777777776
|
2248476.5352221
|
522106.863282553
|
685337.018609734
|
159138.490205487
|
21
|
21
|
440 BORR
|
MB1144
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
13.0
|
N
|
81
|
29
|
19.0
|
W
|
SCALED
|
-33.64
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
AND NOT KEY VERIFIED.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
293.725
|
963.66
|
ADJ UNCH
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
AT AKRON JUNCTION, SUMMIT COUNTY, AT THE BRIDGE OVER THE
CLEVELAND TERMINAL AND VALLEY TRACK, AND IN THE NORTH END OF THE
EAST ABUTMENT. A COPPER BOLT.
|
2012-04-25 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1144 ***********************************************************************
MB1144 DESIGNATION - 440 BORR
MB1144 PID - MB1144
MB1144 STATE/COUNTY- OH/SUMMIT
MB1144
MB1144 HORZ DATUM - NAD 83(1986)
MB1144 VERT DATUM - NGVD 29
MB1144
MB1144 POSITION - 41 05 13. (N) 081 29 19. (W) SCALED
MB1144 83 minus 27 - +00. -01. SCALED
MB1144
MB1144 HEIGHT - 293.725 (meters) 963.66 (feet) ADJ UNCHK
MB1144 ***********************************************************************
MB1144
MB1144 GEOID HEIGHT- -33.64 GEOID90
MB1144
MB1144
MB1144
MB1144
MB1144.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1144.THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
MB1144.AND NOT KEY VERIFIED.
MB1144
MB1144
MB1144
MB1144
MB1144_STATION MARK IS A BOLT
MB1144_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1144
MB1144 HISTORY - Year Condition Recov. By
MB1144 HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
MB1144
MB1144 STATION DESCRIPTION
MB1144
MB1144'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
MB1144'AT AKRON JUNCTION, SUMMIT COUNTY, AT THE BRIDGE OVER THE
MB1144'CLEVELAND TERMINAL AND VALLEY TRACK, AND IN THE NORTH END OF THE
MB1144'EAST ABUTMENT. A COPPER BOLT.
|
|
|
|
|
|
|
|
|
|
|
|
2247287.25
|
519056.78125
|
0101000020960E000096D8216D3B2541411C0D21E442AE1F41
|
true
|
2012-04-26 10:11:00 -0400
|
false
|
41.08694444444444444444
|
-81.48861111111111111111
|
-81.4886111111111
|
41.0869444444443
|
2247286.8525954
|
519056.72278233
|
684974.402619883
|
158208.805521648
|
23
|
23
|
92 001 1 P CO
|
MB2749
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
1 INCH IRON ROD
|
UNSTAMPED
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED PORTAGE COUNTY OHIO
HISTORY - 2001 DISTURBED COSE
HISTORY - 2004 DISTURBED COSE
HISTORY - 2013 UNABLE TO LOCATE COSE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
8
|
8.13535
|
N
|
81
|
23
|
33.19303
|
W
|
ADJUSTED
|
-33.72
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
NO VERTICAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
|
OH N
|
163708.811
|
692975.904
|
0.99993984
|
+
|
0
|
43
|
39.1
|
|
MT
|
|
|
|
|
326.0
|
1070.0
|
VERT ANG
|
|
-0.34
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
THE STATION IS ABOUT 8 MILES SOUTHWEST OF RAVENNA, 3-1/2 MILES
NORTHWEST OF BRIMFIELD, 2-1/4 MILES SOUTHWEST OF KENT, AND ON
THE RIGHT-OF-WAY OF MIDDLEBURY ROAD.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
AND 43 SOUTH OF KENT,
GO WEST ON STATE ROUTE 261 FOR 2.0 MILES TO THE
INTERSECTION OF MIDDLEBURY ROAD. TURN RIGHT ON MIDDLEBURY ROAD
AND GO NORTH FOR 250 FEET TO THE STATION ON THE LEFT.
STATION MARK 92 001 1 P CO, UNSTAMPED, IS A 1-INCH IRON ROD
PROJECTING 8 INCHES AND ON THE SIDE OF THE BANK NORTHWEST OF
MIDDLEBURY ROAD. IT IS 250 FEET NORTH OF THE
CENTERLINE OF STATE ROUTE 261, 28.92 FEET SOUTHWEST OF A BRIDGE
SPIKE IN A 30-INCH BUCKEYE TREE, 12.19 FEET SOUTH OF A BRIDGE
SPIKE IN THE EAST SIDE OF A 6-INCH PINE TREE, AND 6 FEET
NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF MIDDLEBURY
ROAD.
NO REFERENCE MARKS ESTABLISHED FOR THIS STATION. HEIGHT OF
LIGHT ABOVE STATION MARK WAS 1.2 METERS.
STATION 92 002 1 P CO CAN BE USED AS AN AZIMUTH MARK.
|
2013-08-15 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2749 ***********************************************************************
MB2749 DESIGNATION - 92 001 1 P CO
MB2749 PID - MB2749
MB2749 STATE/COUNTY- OH/SUMMIT
MB2749
MB2749 HORZ DATUM - NAD 83(1986)
MB2749 VERT DATUM - NGVD 29
MB2749
MB2749 POSITION - 41 08 08.13535(N) 081 23 33.19303(W) ADJUSTED
MB2749 83 minus 27 - +00.20801 -00.61010 ADJUSTED
MB2749
MB2749 HEIGHT - 326. (meters) 1070. (feet) VERT ANGLE
MB2749 ***********************************************************************
MB2749
MB2749 LAPLACE CORR- -0.34 DEFLEC90
MB2749 GEOID HEIGHT- -33.72 GEOID90
MB2749
MB2749
MB2749 HORZ ORDER - SECOND
MB2749
MB2749
MB2749.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2749.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2749.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2749.NO VERTICAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB2749
MB2749; North East Scale Converg.
MB2749;SPC OH N - 163,708.811 692,975.904 0.99993984 +0 43 39.1 MT
MB2749;UTM 17 - 4,553,883.614 467,053.355 0.99961336 -0 15 29.7 MT
MB2749
MB2749
MB2749
MB2749
MB2749 HISTORY - Year Condition Recov. By
MB2749 HISTORY - 1977 STATION MONUMENTED PORTAGE COUNTY OHIO
MB2749
MB2749 STATION DESCRIPTION
MB2749
MB2749'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
MB2749'THE STATION IS ABOUT 8 MILES SOUTHWEST OF RAVENNA, 3-1/2 MILES
MB2749'NORTHWEST OF BRIMFIELD, 2-1/4 MILES SOUTHWEST OF KENT, AND ON
MB2749'THE RIGHT-OF-WAY OF MIDDLEBURY ROAD.
MB2749'
MB2749'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 261
MB2749'AND 43 SOUTH OF KENT,
MB2749'GO WEST ON STATE ROUTE 261 FOR 2.0 MILES TO THE
MB2749'INTERSECTION OF MIDDLEBURY ROAD. TURN RIGHT ON MIDDLEBURY ROAD
MB2749'AND GO NORTH FOR 250 FEET TO THE STATION ON THE LEFT.
MB2749'
MB2749'STATION MARK 92 001 1 P CO, UNSTAMPED, IS A 1-INCH IRON ROD
MB2749'PROJECTING 8 INCHES AND ON THE SIDE OF THE BANK NORTHWEST OF
MB2749'MIDDLEBURY ROAD. IT IS 250 FEET NORTH OF THE
MB2749'CENTERLINE OF STATE ROUTE 261, 28.92 FEET SOUTHWEST OF A BRIDGE
MB2749'SPIKE IN A 30-INCH BUCKEYE TREE, 12.19 FEET SOUTH OF A BRIDGE
MB2749'SPIKE IN THE EAST SIDE OF A 6-INCH PINE TREE, AND 6 FEET
MB2749'NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF MIDDLEBURY
MB2749'ROAD.
MB2749'
MB2749'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION. HEIGHT OF
MB2749'LIGHT ABOVE STATION MARK WAS 1.2 METERS.
MB2749'STATION 92 002 1 P CO CAN BE USED AS AN AZIMUTH MARK.
MB2749'
MB2749'DESCRIBED BY F.J. PINTER.
MB2749'
|
|
|
|
|
|
|
|
|
|
|
|
2273538.0
|
537101.4375
|
0101000020960E00007113F438815841419E0AB7A51A642041
|
true
|
2013-08-16 10:04:00 -0400
|
false
|
41.13559315277777777777
|
-81.39255361944444444444
|
-81.3925536194444
|
41.1355931527776
|
2273538.44494861
|
537101.323662121
|
692975.903972143
|
163708.81086982
|
24
|
24
|
95 001 2 P CO
|
MB2837
|
OH
|
Summit
|
|
PORTAGE CO.
|
1976-12-31 19:00:00 -0500
|
DISK
|
95-001-2 1977
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED PORTAGE COUNTY OHIO
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2004 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2014 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
20
|
44.92054
|
N
|
81
|
23
|
29.98989
|
W
|
ADJUSTED
|
-34.02
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
187053.094
|
692753.934
|
0.99995089
|
+
|
0
|
43
|
41.2
|
|
MT
|
|
|
|
|
309.7
|
1016.0
|
VERT ANG
|
|
1.55
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
THE STATION IS ABOUT 4-1/4 MILES SOUTHWEST OF BAINBRIDGE, 3-1/4
MILES NORTHEAST OF TWINSBURG, 2-3/4 MILES NORTHWEST OF AURORA,
AND ON THE RIGHT-OF-WAY OF CALIFORNIA AVENUE.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
AND 82 IN AURORA, GO NORTHWEST ON STATE ROUTE 43 FOR 2.45 MILES
TO THE T-INTERSECTION OF EAST BOULEVARD AND ORCHARD AVENUE.
TURN LEFT AND GO SOUTHWEST, THEN WEST ON ORCHARD AVENUE FOR
0.8 MILE TO THE INTERSECTION OF CALIFORNIA AVENUE, THE PORTAGE
COUNTY WEST BOUNDARY LINE, AND THE STATION IN THE INTERSECTION.
TURN RIGHT ON CALIFORNIA AVENUE AND GO NORTH FOR 0.15 MILE TO
THE T-INTERSECTION OF LAKE AVENUE AND AZIMUTH MARK 95 001 1 P
CO IN THE INTERSECTION.
STATION MARK, STAMPED---95-001-2 1977---, IS A PORTAGE COUNTY
BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
POST THAT IS 3 INCHES BELOW THE ROAD SURFACE. IT IS
66.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, ADDRESS
NUMBER 1260, 62.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
HOUSE, ADDRESS NUMBER 1261, 47.4 FEET NORTHEAST OF TELEPHONE
POLE NUMBER 102 K-24, 38.8 FEET SOUTHEAST OF TELEPHONE AND
POWER POLE NUMBER 134 K-1, AND 9.10 FEET EAST OF THE CENTER OF
THE INTERSECTION OFORCHARD AVENUE AND CALIFORNIA AVENUE.
AZIMUTH MARK 95 001 1 P CO IS A DRILL HOLE IN AN 8-INCH
SQUARE STONE 4 INCHES BELOW THE ROAD SURFACE AND ENCASED
IN A 10-INCH SQUARE MONUMENT BOX WITH METAL LID THAT IS
FLUSH WITH THE ROAD SURFACE.
IT IS 66.21 FEET NORTHWEST OF A BRIDGE SPIKE
IN A 12-INCH OAK TREE, 55.20 FEET NORTHEAST OF A BRIDGE
SPIKE IN A 24-INCH OAK TREE, 43.62 FEET SOUTHEAST OF
A BRIDGE SPIKE IN A 14-INCH OAK TREE, AND 29.99 FEET
SOUTH OF AN IRON PIPE.
NO REFERENCE MARKS ESTABLISHED FOR THIS STATION. HEIGHT OF
LIGHT ABOVE STATION MARK WAS 2.0 METERS.
STATION 95 008 1 P CO CAN BE USED AS AN AZIMUTH MARK.
DESCRIBED BY F.J. PINTER.
DESCRIBED BY COSE 2000. REFERENCE TIES INDICATE MONUMENT UNDER PAVEMENT.
|
2014-03-24 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2837 ***********************************************************************
MB2837 DESIGNATION - 95 001 2 P CO
MB2837 PID - MB2837
MB2837 STATE/COUNTY- OH/SUMMIT
MB2837
MB2837 HORZ DATUM - NAD 83(1986)
MB2837 VERT DATUM - NGVD 29
MB2837
MB2837 POSITION - 41 20 44.92054(N) 081 23 29.98989(W) ADJUSTED
MB2837 83 minus 27 - +00.19913 -00.61337 ADJUSTED
MB2837
MB2837 HEIGHT - 309.7 (meters) 1016. (feet) VERT ANGLE
MB2837 ***********************************************************************
MB2837
MB2837 LAPLACE CORR- 1.55 DEFLEC90
MB2837 GEOID HEIGHT- -34.02 GEOID90
MB2837
MB2837
MB2837 HORZ ORDER - SECOND
MB2837
MB2837
MB2837.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2837.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2837.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2837
MB2837; North East Scale Converg.
MB2837;SPC OH N - 187,053.094 692,753.934 0.99995089 +0 43 41.2 MT
MB2837;UTM 17 - 4,577,220.532 467,233.199 0.99961321 -0 15 31.5 MT
MB2837
MB2837: Primary Azimuth Mark Grid Az
MB2837:SPC OH N - 95 008 1 P CO 089 51 17.1
MB2837:UTM 17 - 95 008 1 P CO 090 50 29.8
MB2837
MB2837|---------------------------------------------------------------------|
MB2837| Pid Reference Object Distance Geod. AZ |
MB2837| dddmmss.ss|
MB2837| MB2831 95 008 1 P CO APPROX. 1.4 KM 0903458.3 |
MB2837| MB2838 95 001 1 P CO 272.875 METERS 35938 |
MB2837|---------------------------------------------------------------------|
MB2837
MB2837
MB2837 HISTORY - Year Condition Recov. By
MB2837 HISTORY - 1977 STATION MONUMENTED PORTAGE COUNTY OHIO
MB2837 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB2837
MB2837 STATION DESCRIPTION
MB2837
MB2837'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
MB2837'THE STATION IS ABOUT 4-1/4 MILES SOUTHWEST OF BAINBRIDGE, 3-1/4
MB2837'MILES NORTHEAST OF TWINSBURG, 2-3/4 MILES NORTHWEST OF AURORA,
MB2837'AND ON THE RIGHT-OF-WAY OF CALIFORNIA AVENUE.
MB2837'
MB2837'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
MB2837'AND 82 IN AURORA, GO NORTHWEST ON STATE ROUTE 43 FOR 2.45 MILES
MB2837'TO THE T-INTERSECTION OF EAST BOULEVARD AND ORCHARD AVENUE.
MB2837'TURN LEFT AND GO SOUTHWEST, THEN WEST ON ORCHARD AVENUE FOR
MB2837'0.8 MILE TO THE INTERSECTION OF CALIFORNIA AVENUE, THE PORTAGE
MB2837'COUNTY WEST BOUNDARY LINE, AND THE STATION IN THE INTERSECTION.
MB2837'TURN RIGHT ON CALIFORNIA AVENUE AND GO NORTH FOR 0.15 MILE TO
MB2837'THE T-INTERSECTION OF LAKE AVENUE AND AZIMUTH MARK 95 001 1 P
MB2837'CO IN THE INTERSECTION.
MB2837'
MB2837'STATION MARK, STAMPED---95-001-2 1977---, IS A PORTAGE COUNTY
MB2837'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
MB2837'POST THAT IS 3 INCHES BELOW THE ROAD SURFACE. IT IS
MB2837'66.8 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, ADDRESS
MB2837'NUMBER 1260, 62.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
MB2837'HOUSE, ADDRESS NUMBER 1261, 47.4 FEET NORTHEAST OF TELEPHONE
MB2837'POLE NUMBER 102 K-24, 38.8 FEET SOUTHEAST OF TELEPHONE AND
MB2837'POWER POLE NUMBER 134 K-1, AND 9.10 FEET EAST OF THE CENTER OF
MB2837'THE INTERSECTION OFORCHARD AVENUE AND CALIFORNIA AVENUE.
MB2837'
MB2837'AZIMUTH MARK 95 001 1 P CO IS A DRILL HOLE IN AN 8-INCH
MB2837'SQUARE STONE 4 INCHES BELOW THE ROAD SURFACE AND ENCASED
MB2837'IN A 10-INCH SQUARE MONUMENT BOX WITH METAL LID THAT IS
MB2837'FLUSH WITH THE ROAD SURFACE.
MB2837'IT IS 66.21 FEET NORTHWEST OF A BRIDGE SPIKE
MB2837'IN A 12-INCH OAK TREE, 55.20 FEET NORTHEAST OF A BRIDGE
MB2837'SPIKE IN A 24-INCH OAK TREE, 43.62 FEET SOUTHEAST OF
MB2837'A BRIDGE SPIKE IN A 14-INCH OAK TREE, AND 29.99 FEET
MB2837'SOUTH OF AN IRON PIPE.
MB2837'
MB2837'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION. HEIGHT OF
MB2837'LIGHT ABOVE STATION MARK WAS 2.0 METERS.
MB2837'STATION 95 008 1 P CO CAN BE USED AS AN AZIMUTH MARK.
MB2837'
MB2837'DESCRIBED BY F.J. PINTER.
MB2837
MB2837'DESCRIBED BY COSE 2000. REFERENCE TIES INDICATE MONUMENT UNDER PAVEMENT.
MB2837'
|
|
|
|
|
|
|
|
|
|
|
|
2272810.5
|
613689.5625
|
0101000020960E000018777419155741417151980D74BA2241
|
true
|
2014-03-25 10:04:00 -0400
|
false
|
41.34581126111111111111
|
-81.39166385833333333333
|
-81.3916638583333
|
41.345811261111
|
2272810.19886674
|
613690.02655272
|
692753.934122449
|
187053.094199443
|
25
|
25
|
95 005 1 P CO
|
MB2839
|
OH
|
Summit
|
|
PORTAGE CO.
|
1976-12-31 00:00:00 -0500
|
DISK
|
95-005-1 1977
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1977 STATION MONUMENTED PORTAGE COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2014 GOOD COSE SURVEY FIELD CREW - 2017 GOOD COSE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
18
|
24.70868
|
N
|
81
|
23
|
30.89664
|
W
|
ADJUSTED
|
-33.97
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.NO VERTICAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
|
OH N
|
182727.85
|
692787.809
|
0.99994783
|
+
|
0
|
43
|
40.6
|
|
MT
|
|
|
|
|
305.0
|
1001.0
|
VERT ANG
|
|
1.21
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
THE STATION IS ABOUT 6-3/4 MILES SOUTHWEST OF BAINBRIDGE, 3-3/4
MILES EAST-SOUTHEAST OF TWINSBURG, 2-1/4 MILES WEST-SOUTHWEST
OF AURORA, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
AND 82 IN AURORA, GO WEST ON STATE ROUTE 82 FOR 1.35 MILES TO
THE Y-INTERSECTION OF WEST PIONEER TRAIL. CONTINUE SOUTHWEST
ON STATE ROUTE 82 FOR 1.1 MILES TO THE WESTERN BOUNDARY OF
PORTAGE COUNTY AND THE STATION ON THE LEFT.
STATION MARK, STAMPED---95-005-1 1977---, IS A PORTAGE COUNTY
BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
POST THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 84.6 FEET
SOUTHWEST OF TELEPHONE POLE NUMBER 1 K 99, 18.1 FEET SOUTH OF
THE CENTERLINE OF STATE ROUTE 82, 14.2 FEET WEST OF POWER POLE
NUMBER AU 1, AND 14.0 FEET NORTHWEST OF A STATE OF OHIO
CONCRETE RIGHT-OF-WAY MARKER.
NO REFERENCE MARKS ESTABLISHED FOR THIS STATION. HEIGHT OF
LIGHT ABOVE STATION MARK WAS 1.9 METERS.
STATION 95 004 1 P CO CAN BE USED AS AN AZIMUTH MARK.
DESCRIBED BY F.J. PINTER.
|
2017-10-31 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2839 ***********************************************************************
MB2839 DESIGNATION - 95 005 1 P CO
MB2839 PID - MB2839
MB2839 STATE/COUNTY- OH/SUMMIT
MB2839
MB2839 HORZ DATUM - NAD 83(1986)
MB2839 VERT DATUM - NGVD 29
MB2839
MB2839 POSITION - 41 18 24.70868(N) 081 23 30.89664(W) ADJUSTED
MB2839 83 minus 27 - +00.20057 -00.61330 ADJUSTED
MB2839
MB2839 HEIGHT - 305. (meters) 1001. (feet) VERT ANGLE
MB2839 ***********************************************************************
MB2839
MB2839 LAPLACE CORR- 1.21 DEFLEC90
MB2839 GEOID HEIGHT- -33.97 GEOID90
MB2839
MB2839
MB2839 HORZ ORDER - SECOND
MB2839
MB2839
MB2839.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2839.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2839.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2839.NO VERTICAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB2839
MB2839; North East Scale Converg.
MB2839;SPC OH N - 182,727.850 692,787.809 0.99994783 +0 43 40.6 MT
MB2839;UTM 17 - 4,572,896.800 467,192.596 0.99961325 -0 15 31.3 MT
MB2839
MB2839
MB2839
MB2839
MB2839 HISTORY - Year Condition Recov. By
MB2839 HISTORY - 1977 STATION MONUMENTED PORTAGE COUNTY OHIO
MB2839 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB2839
MB2839 STATION DESCRIPTION
MB2839
MB2839'DESCRIBED BY PORTAGE COUNTY OHIO 1977 (GLW)
MB2839'THE STATION IS ABOUT 6-3/4 MILES SOUTHWEST OF BAINBRIDGE, 3-3/4
MB2839'MILES EAST-SOUTHEAST OF TWINSBURG, 2-1/4 MILES WEST-SOUTHWEST
MB2839'OF AURORA, AND ON THE RIGHT-OF-WAY OF STATE ROUTE 82.
MB2839'
MB2839'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTES 43
MB2839'AND 82 IN AURORA, GO WEST ON STATE ROUTE 82 FOR 1.35 MILES TO
MB2839'THE Y-INTERSECTION OF WEST PIONEER TRAIL. CONTINUE SOUTHWEST
MB2839'ON STATE ROUTE 82 FOR 1.1 MILES TO THE WESTERN BOUNDARY OF
MB2839'PORTAGE COUNTY AND THE STATION ON THE LEFT.
MB2839'
MB2839'STATION MARK, STAMPED---95-005-1 1977---, IS A PORTAGE COUNTY
MB2839'BRASS DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
MB2839'POST THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 84.6 FEET
MB2839'SOUTHWEST OF TELEPHONE POLE NUMBER 1 K 99, 18.1 FEET SOUTH OF
MB2839'THE CENTERLINE OF STATE ROUTE 82, 14.2 FEET WEST OF POWER POLE
MB2839'NUMBER AU 1, AND 14.0 FEET NORTHWEST OF A STATE OF OHIO
MB2839'CONCRETE RIGHT-OF-WAY MARKER.
MB2839'
MB2839'NO REFERENCE MARKS ESTABLISHED FOR THIS STATION. HEIGHT OF
MB2839'LIGHT ABOVE STATION MARK WAS 1.9 METERS.
MB2839'STATION 95 004 1 P CO CAN BE USED AS AN AZIMUTH MARK.
MB2839'
MB2839'DESCRIBED BY F.J. PINTER.
MB2839'
|
|
|
|
|
|
|
|
|
|
|
|
2272921.75
|
599499.0
|
0101000020960E00000A8033AB4C57414198FE5A3E974B2241
|
true
|
2014-03-25 10:06:00 -0400
|
false
|
41.30686352222222222222
|
-81.39191573333333333333
|
-81.3919157333333
|
41.3068635222221
|
2272921.33750916
|
599499.621787983
|
692787.809248411
|
182727.850176662
|
31
|
31
|
AIR
|
KY2987
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
AIR 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
58.70541
|
N
|
81
|
26
|
20.87168
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
141161.406
|
689339.371
|
0.99994189
|
+
|
0
|
41
|
49.0
|
|
MT
|
|
|
|
|
369.4
|
1212.0
|
VERT ANG
|
|
-1.28
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) SOUTH-SOUTHWEST FROM
UNIONTOWN, 3.25 KM (2 MI) WEST FROM GREENTOWN, 2 KM (1.25 MI) EAST
FROM GREENSBURG AND AT THE NORTH APPROACH FOR THE NORTH RUNWAY FOR
THE AKRON-CANTON AIRPORT. OWNERSHIP--AIRPORT PROPERTY.
TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON
STATE HIGHWAY 241 (MASSILLON ROAD) FOR 0.1 KM (0.05 MI) TO A
CROSSROADS. TURN LEFT AND GO EAST ON GREENSBURG ROAD FOR 2.35 KM
(1.45 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON A GRAVELED
ROAD FOR 0.35 KM (0.2 MI) TO A SMALL RED AND WHITE FAA BUILDING AND
THE STATION ON THE LEFT TO THE NORTHWEST.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---AIR 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 58.2 METERS
(191.0 FEET) NW FROM THE NORTHWEST CORNER OF THE RED AND WHITE
BUILDING, 67.1 METERS (220.0 FEET) NE FROM THE TENTH APPROACH LIGHT
FROM THE RUNWAY NORTH END, 35.7 METERS (117.0 FEET) N FROM THE CENTER
OF A TRACK ROAD
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---AIR 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 91.5 METERS
(300.0 FEET) E FROM A DEEP NORTH-SOUTH PITCH, 40.5 METERS (133.0
FEET) W FROM THE TOP OF THE NORTHWEST END OF A BANK AT THE RUNWAY,
AND 1.1 METERS (3.5 FEET) N FROM A CARSONITE WITNESS POST.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
ROAD FOR 0.35 KM (0.2 MI) TO GREENSBURG ROAD. TURN RIGHT AND GO WEST
ON GREENSBURG ROAD FOR 0.5 KM (0.3 MI) TO A SIDE ROAD LEFT. TURN
LEFT AND GO SOUTH ON ASPHALT ROAD FOR 0.1 KM (0.05 MI) TO A GATE.
(IF GATE IS LOCKED A KEY MAY BE OBTAINED FROM AIRPORT ENGINEERING)
TURN LEFT AND GO SOUTHEAST ACROSS COUNTRY FOR 0.1 KM (0.05 MI) TO THE
DITCH AND THE MARK ON THE NORTHWEST SLOPE OF A HILL LEADING UP TO THE
NORTH RUNWAY FOR THE AIRPORT.
|
2022-01-05 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2987 ***********************************************************************
KY2987 DESIGNATION - AIR
KY2987 PID - KY2987
KY2987 STATE/COUNTY- OH/SUMMIT
KY2987
KY2987 HORZ DATUM - NAD 83(1986)
KY2987 VERT DATUM - NGVD 29
KY2987
KY2987 POSITION - 40 55 58.70541(N) 081 26 20.87168(W) ADJUSTED
KY2987 83 minus 27 - +00.20497 -00.58952 NADCON
KY2987
KY2987 HEIGHT - 369.4 (meters) 1212. (feet) VERT ANGLE
KY2987 ***********************************************************************
KY2987
KY2987 LAPLACE CORR- -1.28 DEFLEC90
KY2987 GEOID HEIGHT- -33.45 GEOID90
KY2987
KY2987
KY2987 HORZ ORDER - FIRST
KY2987
KY2987
KY2987.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY2987.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2987.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY2987
KY2987; North East Scale Converg.
KY2987;SPC OH N - 141,161.406 689,339.371 0.99994189 +0 41 49.0 MT
KY2987;UTM 17 - 4,531,409.373 463,030.969 0.99961682 -0 17 15.8 MT
KY2987
KY2987
KY2987
KY2987_STATION MARK IS A TRIANGULATION STATION DISK
KY2987_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2987
KY2987 HISTORY - Year Condition Recov. By
KY2987 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2987
KY2987 STATION DESCRIPTION
KY2987
KY2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2987'THERE ARE NO REFERENCE MARKS AT THIS STATION.
KY2987'
KY2987'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) SOUTH-SOUTHWEST FROM
KY2987'UNIONTOWN, 3.25 KM (2 MI) WEST FROM GREENTOWN, 2 KM (1.25 MI) EAST
KY2987'FROM GREENSBURG AND AT THE NORTH APPROACH FOR THE NORTH RUNWAY FOR
KY2987'THE AKRON-CANTON AIRPORT. OWNERSHIP--AIRPORT PROPERTY.
KY2987'
KY2987'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON
KY2987'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 0.1 KM (0.05 MI) TO A
KY2987'CROSSROADS. TURN LEFT AND GO EAST ON GREENSBURG ROAD FOR 2.35 KM
KY2987'(1.45 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON A GRAVELED
KY2987'ROAD FOR 0.35 KM (0.2 MI) TO A SMALL RED AND WHITE FAA BUILDING AND
KY2987'THE STATION ON THE LEFT TO THE NORTHWEST.
KY2987'
KY2987'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY2987'---AIR 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY2987'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 58.2 METERS
KY2987'(191.0 FEET) NW FROM THE NORTHWEST CORNER OF THE RED AND WHITE
KY2987'BUILDING, 67.1 METERS (220.0 FEET) NE FROM THE TENTH APPROACH LIGHT
KY2987'FROM THE RUNWAY NORTH END, 35.7 METERS (117.0 FEET) N FROM THE CENTER
KY2987'OF A TRACK ROAD, AND 1.3 METERS (4.4 FEET) S FROM A CARSONITE WITNESS
KY2987'POST.
KY2987'
KY2987'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY2987'---AIR 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY2987'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 91.5 METERS
KY2987'(300.0 FEET) E FROM A DEEP NORTH-SOUTH PITCH, 40.5 METERS (133.0
KY2987'FEET) W FROM THE TOP OF THE NORTHWEST END OF A BANK AT THE RUNWAY,
KY2987'AND 1.1 METERS (3.5 FEET) N FROM A CARSONITE WITNESS POST.
KY2987'
KY2987'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE GRAVELED
KY2987'ROAD FOR 0.35 KM (0.2 MI) TO GREENSBURG ROAD. TURN RIGHT AND GO WEST
KY2987'ON GREENSBURG ROAD FOR 0.5 KM (0.3 MI) TO A SIDE ROAD LEFT. TURN
KY2987'LEFT AND GO SOUTH ON MERCURY ROAD FOR 0.1 KM (0.05 MI) TO A GATE.
KY2987'(IF GATE IS LOCKED A KEY MAY BE OBTAINED FROM AIRPORT ENGINEERING)
KY2987'TURN LEFT AND GO SOUTHEAST ACROSS COUNTRY FOR 0.1 KM (0.05 MI) TO THE
KY2987'DITCH AND THE MARK ON THE NORTHWEST SLOPE OF A HILL LEADING UP TO THE
KY2987'NORTH RUNWAY FOR THE AIRPORT.
KY2987'
|
|
|
|
|
|
|
|
|
|
|
|
2261607.25
|
463126.40625
|
0101000020960E00009976FBCA33414141CCD3982E5C441C41
|
true
|
2004-11-15 10:38:00 -0500
|
false
|
40.932973725
|
-81.43913102222222222222
|
-81.4391310222222
|
40.9329737249998
|
2261607.58579905
|
463127.045504865
|
689339.370830292
|
141161.405792676
|
32
|
32
|
AIR AZ MK
|
KY2988
|
OH
|
Summit
|
|
NGS
|
1982-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
AIR 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
55
|
41.79744
|
N
|
81
|
26
|
29.76268
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
140637.372
|
689137.726
|
0.99994209
|
+
|
0
|
41
|
43.1
|
|
MT
|
|
|
|
|
366.5
|
1202.0
|
VERT ANG
|
|
-1.3
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED 6 KM (3.75 MI) SOUTH-SOUTHWEST FROM UNIONTOWN,
3.5 KM (2.25 MI) WEST FROM GREENTOWN AND 1.5 KM (1 MI) EAST FROM
GREENSBURG. OWNERSHIP--AKRON-CANTON AIRPORT PROPERTY.
TO REACH FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 0.1 KM (0.05 MI) TO A CROSSROADS.
TURN LEFT AND GO EAST ON GREENSBORO ROAD FOR 1.85 KM (1.15 MI) TO A
SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH ON MERCURY ROAD FOR 0.1 KM
(0.1 MI) TO A GATE. (IF GATE IS LOCKED, ACCESS MAY BE OBTAINED FROM
THE AIRPORT ENGINEERING DEPARTMENT). PASS THROUGH THE GATE, TURN
LEFT AND GO SOUTHEAST ACROSS COUNTRY FOR 0.2 KM (0.1 MI) TO A DEEP
DITCH. CROSS THE DITCH AND CONTINUE SOUTHEAST ACROSS COUNTRY FOR 0.1
KM (0.05 MI) TO THE STATION ON THE NORTHWEST SLOPE LEADING UP TO THE
AIRPORT NORTH RUNWAY.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---AIR
1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE MONUMENT
WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 100 YARDS EAST
FROM THE DITCH, 40.5 METERS (133 FEET) WEST FROM THE TOP OF THE HILL
AT THE AIRPORT APPROACH AND 1.1 METERS (3.5 FEET) NORTH FROM A
WITNESS POST.
|
|
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2988 ***********************************************************************
KY2988 DESIGNATION - AIR AZ MK
KY2988 PID - KY2988
KY2988 STATE/COUNTY- OH/SUMMIT
KY2988
KY2988 HORZ DATUM - NAD 83(1986)
KY2988 VERT DATUM - NGVD 29
KY2988
KY2988 POSITION - 40 55 41.79744(N) 081 26 29.76268(W) ADJUSTED
KY2988 83 minus 27 - +00.20507 -00.58879 NADCON
KY2988
KY2988 HEIGHT - 366.5 (meters) 1202. (feet) VERT ANGLE
KY2988 ***********************************************************************
KY2988
KY2988 LAPLACE CORR- -1.30 DEFLEC90
KY2988 GEOID HEIGHT- -33.45 GEOID90
KY2988
KY2988
KY2988 HORZ ORDER - SECOND
KY2988
KY2988
KY2988.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY2988.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2988.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY2988.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY2988
KY2988; North East Scale Converg.
KY2988;SPC OH N - 140,637.372 689,137.726 0.99994209 +0 41 43.1 MT
KY2988;UTM 17 - 4,530,889.050 462,820.418 0.99961701 -0 17 21.5 MT
KY2988
KY2988
KY2988
KY2988_STATION MARK IS A TRIANGULATION STATION DISK
KY2988_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2988
KY2988 HISTORY - Year Condition Recov. By
KY2988 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2988
KY2988 STATION DESCRIPTION
KY2988
KY2988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2988'THE STATION IS LOCATED 6 KM (3.75 MI) SOUTH-SOUTHWEST FROM UNIONTOWN,
KY2988'3.5 KM (2.25 MI) WEST FROM GREENTOWN AND 1.5 KM (1 MI) EAST FROM
KY2988'GREENSBURG. OWNERSHIP--AKRON-CANTON AIRPORT PROPERTY.
KY2988'
KY2988'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON STATE
KY2988'HIGHWAY 241 (MASSILLON ROAD) FOR 0.1 KM (0.05 MI) TO A CROSSROADS.
KY2988'TURN LEFT AND GO EAST ON GREENSBORO ROAD FOR 1.85 KM (1.15 MI) TO A
KY2988'SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH ON MERCURY ROAD FOR 0.1 KM
KY2988'(0.1 MI) TO A GATE. (IF GATE IS LOCKED, ACCESS MAY BE OBTAINED FROM
KY2988'THE AIRPORT ENGINEERING DEPARTMENT). PASS THROUGH THE GATE, TURN
KY2988'LEFT AND GO SOUTHEAST ACROSS COUNTRY FOR 0.2 KM (0.1 MI) TO A DEEP
KY2988'DITCH. CROSS THE DITCH AND CONTINUE SOUTHEAST ACROSS COUNTRY FOR 0.1
KY2988'KM (0.05 MI) TO THE STATION ON THE NORTHWEST SLOPE LEADING UP TO THE
KY2988'AIRPORT NORTH RUNWAY.
KY2988'
KY2988'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---AIR
KY2988'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE MONUMENT
KY2988'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 100 YARDS EAST
KY2988'FROM THE DITCH, 40.5 METERS (133 FEET) WEST FROM THE TOP OF THE HILL
KY2988'AT THE AIRPORT APPROACH AND 1.1 METERS (3.5 FEET) NORTH FROM A
KY2988'WITNESS POST.
KY2988'
|
|
|
|
|
|
|
|
|
|
|
|
2260947.0
|
461407.4375
|
0101000020960E00005B611A03E93F41413B2D1F1B7F291C41
|
true
|
2004-11-15 10:39:00 -0500
|
false
|
40.92827706666666666667
|
-81.44160074444444444444
|
-81.4416007444444
|
40.9282770666665
|
2260946.02424256
|
461407.776486117
|
689137.726464586
|
140637.371547694
|
33
|
33
|
AIRPORT BCN AKRON APT
|
MB2731
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
LIGHT
|
NO STAMP
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
2
|
11.57345
|
N
|
81
|
27
|
25.3831
|
W
|
ADJUSTED
|
-33.57
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
152644.013
|
687692.815
|
0.99993929
|
+
|
0
|
41
|
6.6
|
|
MT
|
|
|
|
|
|
|
|
|
-0.56
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS THE AIRPORT BEACON ATOP AND NOT CENTERED OF THE
AKRON MUNICIPAL AIRPORT CONTROL TOWER. IT IS A OCTAGON SHAPED
TOWER, WHITE AND BLACK IN COLOR AND APPROXIMATELY 70 FEET HIGH.
IT IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF AKRON, ALONG EAST
SIDE OF THE AIRPORT, 53 FEET WEST-NORTHWEST OF THE WEST CURB OF
STATE HIGHWAY 241, AND AT THE SITE OF TRIANGULATION STATION
SPORTS 1943.
DESCRIBED BY D.C FRAZIER, TYPED BY B.R. LEWIS.
|
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2731 ***********************************************************************
MB2731 DESIGNATION - AIRPORT BCN AKRON APT
MB2731 PID - MB2731
MB2731 STATE/COUNTY- OH/SUMMIT
MB2731
MB2731 HORZ DATUM - NAD 83(1986)
MB2731 VERT DATUM - N/A
MB2731
MB2731 POSITION - 41 02 11.57345(N) 081 27 25.38310(W) ADJUSTED
MB2731 83 minus 27 - +00.20284 -00.58375 ADJUSTED
MB2731
MB2731 HEIGHT -
MB2731 ***********************************************************************
MB2731
MB2731 LAPLACE CORR- -0.56 DEFLEC90
MB2731 GEOID HEIGHT- -33.57 GEOID90
MB2731
MB2731
MB2731 HORZ ORDER - THIRD
MB2731
MB2731
MB2731.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2731.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2731
MB2731; North East Scale Converg.
MB2731;SPC OH N - 152,644.013 687,692.815 0.99993929 +0 41 06.6 MT
MB2731;UTM 17 - 4,542,914.872 461,582.507 0.99961816 -0 18 00.3 MT
MB2731
MB2731
MB2731
MB2731
MB2731 HISTORY - Year Condition Recov. By
MB2731 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2731
MB2731 STATION DESCRIPTION
MB2731
MB2731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2731'THE STATION IS THE AIRPORT BEACON ATOP AND NOT CENTERED OF THE
MB2731'AKRON MUNICIPAL AIRPORT CONTROL TOWER. IT IS A OCTAGON SHAPED
MB2731'TOWER, WHITE AND BLACK IN COLOR AND APPROXIMATELY 70 FEET HIGH.
MB2731'
MB2731'IT IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF AKRON, ALONG EAST
MB2731'SIDE OF THE AIRPORT, 53 FEET WEST-NORTHWEST OF THE WEST CURB OF
MB2731'STATE HIGHWAY 241, AND AT THE SITE OF TRIANGULATION STATION
MB2731'SPORTS 1943.
MB2731'
MB2731'DESCRIBED BY D.C FRAZIER, TYPED BY B.R. LEWIS.
MB2731'
|
|
|
|
|
|
|
|
|
|
|
|
2256204.5
|
500799.71875
|
0101000020960E00001E3E72C1A6364141A3E30C44FE901E41
|
false
|
2004-11-04 03:54:00 -0500
|
false
|
41.03654818055555555555
|
-81.45705086111111111111
|
-81.4570508611111
|
41.0365481805554
|
2256205.51129891
|
500799.566455418
|
687692.815229538
|
152644.013143621
|
34
|
34
|
AIRPORT BCN AKRON CANTON APT
|
KY3405
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
LIGHT
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
40
|
54
|
54.10461
|
N
|
81
|
26
|
12.18553
|
W
|
ADJUSTED
|
-33.44
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
139171.344
|
689566.846
|
0.99994267
|
+
|
0
|
41
|
54.7
|
|
MT
|
|
|
|
|
|
|
|
|
-1.41
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS THE REVOLVING LIGHT ATOP THE AKRON-CANTON
MUNICIPAL AIRPORT CONTROL TOWER.
DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
|
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3405 ***********************************************************************
KY3405 DESIGNATION - AIRPORT BCN AKRON CANTON APT
KY3405 PID - KY3405
KY3405 STATE/COUNTY- OH/SUMMIT
KY3405
KY3405 HORZ DATUM - NAD 83(1986)
KY3405 VERT DATUM - N/A
KY3405
KY3405 POSITION - 40 54 54.10461(N) 081 26 12.18553(W) ADJUSTED
KY3405 83 minus 27 - +00.20587 -00.60347 ADJUSTED
KY3405
KY3405 HEIGHT -
KY3405 ***********************************************************************
KY3405
KY3405 LAPLACE CORR- -1.41 DEFLEC90
KY3405 GEOID HEIGHT- -33.44 GEOID90
KY3405
KY3405
KY3405 HORZ ORDER - THIRD
KY3405
KY3405
KY3405.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3405.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
KY3405
KY3405; North East Scale Converg.
KY3405;SPC OH N - 139,171.344 689,566.846 0.99994267 +0 41 54.7 MT
KY3405;UTM 17 - 4,529,416.345 463,224.151 0.99961665 -0 17 09.7 MT
KY3405
KY3405
KY3405
KY3405
KY3405 HISTORY - Year Condition Recov. By
KY3405 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3405
KY3405 STATION DESCRIPTION
KY3405
KY3405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
KY3405'THE STATION IS THE REVOLVING LIGHT ATOP THE AKRON-CANTON
KY3405'MUNICIPAL AIRPORT CONTROL TOWER.
KY3405'
KY3405'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
KY3405'
|
|
|
|
|
|
|
|
|
|
|
|
2262353.0
|
456597.4375
|
0101000020960E0000723A50F2A8424141BA5E23F157DE1B41
|
false
|
2005-03-23 04:46:00 -0500
|
false
|
40.91502905833333333333
|
-81.43671820277777777777
|
-81.4367182027778
|
40.9150290583332
|
2262353.89307337
|
456597.985486488
|
689566.845742455
|
139171.344318955
|
36
|
36
|
AIRWAY BN 4 MI NW RICHFIELD
|
MB2935
|
OH
|
Summit
|
West Richfield
|
USCGS
|
1942-12-31 20:00:00 -0400
|
Beacon
|
No Stamp
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
14
|
58.47972
|
N
|
81
|
39
|
43.10476
|
W
|
ADJUSTED
|
-33.94
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
176114.061
|
670235.876
|
0.99994416
|
+
|
0
|
33
|
2.0
|
|
MT
|
|
|
|
|
|
|
|
|
0.04
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
THE AIRWAY BEACON IS LOCATED ABOUT 1 MILE N OF THE VILLAGE OF WEST
RICHFIELD AND IS ON THE
HIGHEST POINT IN SUMMIT COUNTY. IT IS ABOUT 200
FEET N OF M. TIMKO FARMHOUSE,
AND 75.6 FEET E OF THE CENTER LINE
OF U.S. HIGHWAY 21. IT IS A FOUR-LEGGED STEEL
STRUCTURE AND IS 50 FEET HIGH.
TO REACH FROM THE WEST RICHFIELD POST OFFICE, GO N ON U.S.
HIGHWAY 21 FOR
ABOUT 1 MILE TO THE SUMMIT OF THE HILL AND THE
BEACON ON THE RIGHT.
THIS IS AN INTERSECTION SECTION.
|
2000-03-27 19:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2935 ***********************************************************************
MB2935 DESIGNATION - AIRWAY BN 4 MI NW RICHFIELD
MB2935 PID - MB2935
MB2935 STATE/COUNTY- OH/SUMMIT
MB2935
MB2935 HORZ DATUM - NAD 83(1986)
MB2935 VERT DATUM - N/A
MB2935
MB2935 POSITION - 41 14 58.47972(N) 081 39 43.10476(W) ADJUSTED
MB2935 83 minus 27 - +00.19172 -00.54224 ADJUSTED
MB2935
MB2935 HEIGHT -
MB2935 ***********************************************************************
MB2935
MB2935 LAPLACE CORR- 0.04 DEFLEC90
MB2935 GEOID HEIGHT- -33.94 GEOID90
MB2935
MB2935
MB2935 HORZ ORDER - THIRD
MB2935
MB2935
MB2935.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2935.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2935
MB2935; North East Scale Converg.
MB2935;SPC OH N - 176,114.061 670,235.876 0.99994416 +0 33 02.0 MT
MB2935;UTM 17 - 4,566,674.412 444,537.381 0.99963786 -0 26 11.3 MT
MB2935
MB2935
MB2935
MB2935
MB2935 HISTORY - Year Condition Recov. By
MB2935 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2935 HISTORY - 2000 NOT RECOVERED COSE
MB2935
MB2935 STATION DESCRIPTION
MB2935
MB2935'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2935'THE AIRWAY BEACON IS LOCATED ABOUT 1 MILE N OF THE VILLAGE OF WEST
MB2935'RICHFIELD AND IS ON THE
MB2935'HIGHEST POINT IN SUMMIT COUNTY. IT IS ABOUT 200
MB2935'FEET N OF M. TIMKO FARMHOUSE,
MB2935'AND 75.6 FEET E OF THE CENTER LINE
MB2935'OF U.S. HIGHWAY 21. IT IS A FOUR-LEGGED STEEL
MB2935'STRUCTURE AND IS 50 FEET HIGH.
MB2935'
MB2935'TO REACH FROM THE WEST RICHFIELD POST OFFICE, GO N ON U.S.
MB2935'HIGHWAY 21 FOR
MB2935'ABOUT 1 MILE TO THE SUMMIT OF THE HILL AND THE
MB2935'BEACON ON THE RIGHT.
MB2935'
MB2935'THIS IS AN INTERSECTION SECTION.
MB2935'
|
|
|
|
|
|
|
|
|
|
|
|
2198932.5
|
577800.5
|
0101000020960E00009693091ACAC640414D383CC311A22141
|
false
|
2005-03-22 08:06:00 -0500
|
false
|
41.2495777
|
-81.66197354444444444444
|
-81.6619735444445
|
41.2495776999999
|
2198932.20341725
|
577800.881318817
|
670235.87607333
|
176114.060854081
|
38
|
38
|
AKRON BLACKSTONE AVE MUN SPIPE
|
MB2697
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
6
|
0.82836
|
N
|
81
|
28
|
13.37462
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
159701.982
|
686488.494
|
0.9999393
|
+
|
0
|
40
|
35.1
|
|
MT
|
|
|
|
|
|
|
|
|
0.12
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
ABOUT 2-3/4 MILES
NORTHEAST OF DOWNTOWN AKRON, 0.2 MILE WEST OF BRITTAIN ROAD, 0.1 MILE
SOUTH OF TALLMADGE AVENUE AND ABOUT
70 FEET SOUTHWEST OF THE INTERSECTION OF BLACKSTONE
AVENUE AND LONGSTONS AVENUE. IT IS A STANDARD METAL
STANDPIPE PAINTED DARK BLUE AND HAS A
FLASHING RED LIGHT AT THE CENTER OF THE TOP. ITS OVERALL HEIGHT IS
ABOUT 120 FEET.
A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLACK THE
DISTANCE BEING 88.4 FEET
AND 26.94 METERS.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2697 ***********************************************************************
MB2697 DESIGNATION - AKRON BLACKSTONE AVE MUN SPIPE
MB2697 PID - MB2697
MB2697 STATE/COUNTY- OH/SUMMIT
MB2697
MB2697 HORZ DATUM - NAD 83(1986)
MB2697 VERT DATUM - N/A
MB2697
MB2697 POSITION - 41 06 00.82836(N) 081 28 13.37462(W) ADJUSTED
MB2697 83 minus 27 - +00.20193 -00.57624 ADJUSTED
MB2697
MB2697 HEIGHT -
MB2697 ***********************************************************************
MB2697
MB2697 LAPLACE CORR- 0.12 DEFLEC90
MB2697 GEOID HEIGHT- -33.66 GEOID90
MB2697
MB2697
MB2697 HORZ ORDER - THIRD
MB2697
MB2697
MB2697.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2697.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2697
MB2697; North East Scale Converg.
MB2697;SPC OH N - 159,701.982 686,488.494 0.99993930 +0 40 35.1 MT
MB2697;UTM 17 - 4,549,990.240 460,500.095 0.99961920 -0 18 33.2 MT
MB2697
MB2697
MB2697
MB2697
MB2697 HISTORY - Year Condition Recov. By
MB2697 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2697
MB2697 STATION DESCRIPTION
MB2697
MB2697'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2697'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
MB2697'ABOUT 2-3/4 MILES
MB2697'NORTHEAST OF DOWNTOWN AKRON, 0.2 MILE WEST OF BRITTAIN ROAD, 0.1 MILE
MB2697'SOUTH OF TALLMADGE AVENUE AND ABOUT
MB2697'70 FEET SOUTHWEST OF THE INTERSECTION OF BLACKSTONE
MB2697'AVENUE AND LONGSTONS AVENUE. IT IS A STANDARD METAL
MB2697'STANDPIPE PAINTED DARK BLUE AND HAS A
MB2697'FLASHING RED LIGHT AT THE CENTER OF THE TOP. ITS OVERALL HEIGHT IS
MB2697'ABOUT 120 FEET.
MB2697'
MB2697'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BLACK THE
MB2697'DISTANCE BEING 88.4 FEET
MB2697'AND 26.94 METERS.
MB2697'
|
|
|
|
|
|
|
|
|
|
|
|
2252254.0
|
523955.96875
|
0101000020960E0000C0CA9A2AEF2E4141C12F7158CEFA1F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.1002301
|
-81.47038183888888888889
|
-81.4703818388889
|
41.1002300999999
|
2252254.33284888
|
523955.586369272
|
686488.493629325
|
159701.982129303
|
39
|
39
|
AKRON BRITTAIN RD MUN TANK
|
MB2699
|
OH
|
Summit
|
|
USGS
|
1962-12-31 19:00:00 -0500
|
TOP OF TANK
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - STATION MONUMENTED
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 1984 GOOD US POSTAL SERVICE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
32.53353
|
N
|
81
|
28
|
0.06213
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
156982.225
|
686831.375
|
0.99993915
|
+
|
0
|
40
|
43.8
|
|
MT
|
|
|
|
|
|
|
|
|
-0.1
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ON
THE EAST SIDE OF
BRITTAIN ROAD, ABOUT 100 YARDS SOUTHEAST OF THE INTERSECTION OF
BRITTAIN ROAD AND OTTAWA AVENUE. IT
IS A 6 LEGGED STEEL STRUCTURE, PAINTED GREY WITH A RED AND
WHITE TOP. THE OVERALL HEIGHT IS 100 FEET.
RECOVERY NOTE BY US POSTAL SERVICE 1984 (MS )
STATION RECOVERED GOOD.
|
1983-12-31 19:00:00 -0500
|
US POSTAL SERVICE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2699 ***********************************************************************
MB2699 DESIGNATION - AKRON BRITTAIN RD MUN TANK
MB2699 PID - MB2699
MB2699 STATE/COUNTY- OH/SUMMIT
MB2699
MB2699 HORZ DATUM - NAD 83(1986)
MB2699 VERT DATUM - N/A
MB2699
MB2699 POSITION - 41 04 32.53353(N) 081 28 00.06213(W) ADJUSTED
MB2699 83 minus 27 - +00.20263 -00.58081 ADJUSTED
MB2699
MB2699 HEIGHT -
MB2699 ***********************************************************************
MB2699
MB2699 LAPLACE CORR- -0.10 DEFLEC90
MB2699 GEOID HEIGHT- -33.62 GEOID90
MB2699
MB2699
MB2699 HORZ ORDER - THIRD
MB2699
MB2699
MB2699.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2699.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2699
MB2699; North East Scale Converg.
MB2699;SPC OH N - 156,982.225 686,831.375 0.99993915 +0 40 43.8 MT
MB2699;UTM 17 - 4,547,265.860 460,796.049 0.99961892 -0 18 23.9 MT
MB2699
MB2699
MB2699
MB2699
MB2699 HISTORY - Year Condition Recov. By
MB2699 HISTORY - STATION MONUMENTED
MB2699 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB2699 HISTORY - 1984 GOOD US POSTAL SERVICE
MB2699
MB2699 STATION DESCRIPTION
MB2699
MB2699'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2699'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ON
MB2699'THE EAST SIDE OF
MB2699'BRITTAIN ROAD, ABOUT 100 YARDS SOUTHEAST OF THE INTERSECTION OF
MB2699'BRITTAIN ROAD AND OTTAWA AVENUE. IT
MB2699'IS A 6 LEGGED STEEL STRUCTURE, PAINTED GREY WITH A RED AND
MB2699'WHITE TOP. THE OVERALL HEIGHT IS 100 FEET.
MB2699'
MB2699
MB2699 STATION RECOVERY (1984)
MB2699
MB2699'RECOVERY NOTE BY US POSTAL SERVICE 1984 (MS )
MB2699'STATION RECOVERED GOOD.
MB2699'
|
|
|
|
|
|
|
|
|
|
|
|
2253379.75
|
515032.125
|
0101000020960E000009CD48A221314141E8082610626F1F41
|
false
|
2005-03-28 05:26:00 -0500
|
false
|
41.07570375833333333334
|
-81.466683925000000000003333
|
-81.466683925
|
41.0757037583332
|
2253379.26784671
|
515032.515770091
|
686831.374502425
|
156982.224771156
|
43
|
43
|
AKRON CANTON AIRPORT BEACON
|
KY3401
|
OH
|
Summit
|
|
USCGS
|
1949-12-31 19:00:00 -0500
|
Beacon
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1950 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1953 COAST AND GEODETIC SURVEY
HISTORY - 1962 COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
40
|
54
|
55.8946
|
N
|
81
|
26
|
7.16475
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
139227.988
|
689683.647
|
0.99994265
|
+
|
0
|
41
|
58.0
|
|
MT
|
|
|
|
|
|
|
|
|
-1.41
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
STATION IS A STANDARD REVOLVING DOUBLE ENDED BEACON, SHOWING
ALTERNATING GREEN AND WHITE
BEAM. THE BEACON IS LOCATED AT THE AKRON-CANTON AIRPORT ABOUT 650
FT. E. OF THE CONTROL TOWER AND
ABOUT 50 FT S. OF THE WEATHER BUREAU OFFICE. IT IS A FOUR
LEGGED STEEL STRUCTURE PAINTED ALTERNATE
RED AND WHITE, AND IS 56 FT. HIGH.
STATION WAS RECOVERED IN GOOD CONDITION.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
THE BEACON AND ITS SUPPORTING STEEL STRUCTURE HAS BEEN REMOVED. A
NEW AIRPORT BEACON WAS
INSTALLED ON THE TOP OF THE CONTROL TOWER IN 1962.
|
|
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3401 ***********************************************************************
KY3401 DESIGNATION - AKRON CANTON AIRPORT BEACON
KY3401 PID - KY3401
KY3401 STATE/COUNTY- OH/SUMMIT
KY3401
KY3401 HORZ DATUM - NAD 83(1986)
KY3401 VERT DATUM - N/A
KY3401
KY3401 POSITION - 40 54 55.89460(N) 081 26 07.16475(W) ADJUSTED
KY3401 83 minus 27 - +00.36149 -00.46623 ADJUSTED
KY3401
KY3401 HEIGHT -
KY3401 ***********************************************************************
KY3401
KY3401 LAPLACE CORR- -1.41 DEFLEC90
KY3401 GEOID HEIGHT- -33.45 GEOID90
KY3401
KY3401
KY3401 HORZ ORDER - THIRD
KY3401
KY3401
KY3401.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3401.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
KY3401
KY3401; North East Scale Converg.
KY3401;SPC OH N - 139,227.988 689,683.647 0.99994265 +0 41 58.0 MT
KY3401;UTM 17 - 4,529,470.956 463,341.870 0.99961654 -0 17 06.4 MT
KY3401
KY3401
KY3401
KY3401
KY3401 HISTORY - Year Condition Recov. By
KY3401 HISTORY - 1950 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY3401 HISTORY - 1953 COAST AND GEODETIC SURVEY
KY3401 HISTORY - 1962 COAST AND GEODETIC SURVEY
KY3401
KY3401 STATION DESCRIPTION
KY3401
KY3401'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
KY3401'
KY3401
KY3401 STATION RECOVERY (1953)
KY3401
KY3401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
KY3401'STATION IS A STANDARD REVOLVING DOUBLE ENDED BEACON, SHOWING
KY3401'ALTERNATING GREEN AND WHITE
KY3401'BEAM. THE BEACON IS LOCATED AT THE AKRON-CANTON AIRPORT ABOUT 650
KY3401'FT. E. OF THE CONTROL TOWER AND
KY3401'ABOUT 50 FT S. OF THE WEATHER BUREAU OFFICE. IT IS A FOUR
KY3401'LEGGED STEEL STRUCTURE PAINTED ALTERNATE
KY3401'RED AND WHITE, AND IS 56 FT. HIGH.
KY3401'
KY3401'STATION WAS RECOVERED IN GOOD CONDITION.
KY3401'
KY3401
KY3401 STATION RECOVERY (1962)
KY3401
KY3401'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
KY3401'THE BEACON AND ITS SUPPORTING STEEL STRUCTURE HAS BEEN REMOVED. A
KY3401'NEW AIRPORT BEACON WAS
KY3401'INSTALLED ON THE TOP OF THE CONTROL TOWER IN 1962.
KY3401'
|
|
|
|
|
|
|
|
|
|
|
|
2262736.5
|
456784.21875
|
0101000020960E00001398908C68434141EFB7644A3FE11B41
|
false
|
2005-03-23 04:47:00 -0500
|
false
|
40.91552627777777777778
|
-81.43532354166666666666
|
-81.4353235416667
|
40.9155262777776
|
2262737.09816266
|
456783.822649836
|
689683.646887272
|
139227.987599628
|
44
|
44
|
AKRON CHRIST METH CHURCH SPIRE
|
MB2882
|
OH
|
Summit
|
|
|
|
CHURCH SPIRE
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
5
|
39.89542
|
N
|
81
|
33
|
49.19133
|
W
|
ADJUSTED
|
-33.64
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
158967.987
|
678659.967
|
0.99993925
|
+
|
0
|
36
|
54.5
|
|
MT
|
|
|
|
|
|
|
|
|
-0.4
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE CROSS ON THE TOP, LOCATED
ABOUT 2.2 MILES
NORTHWEST OF THE CENTER OF DOWNTOWN AKRON, NORTH OF THE INTERSECTION
OF MINEOLA RD. AND DELA RD., AND
SOUTH OF SCHNEIDER PARK. IT IS A WHITE SPIRE WITH
A GOLD CROSS ON THE TOP. IT IS APPROXIMATELY 65
FEET HIGH.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2882 ***********************************************************************
MB2882 DESIGNATION - AKRON CHRIST METH CHURCH SPIRE
MB2882 PID - MB2882
MB2882 STATE/COUNTY- OH/SUMMIT
MB2882
MB2882 HORZ DATUM - NAD 83(1986)
MB2882 VERT DATUM - N/A
MB2882
MB2882 POSITION - 41 05 39.89542(N) 081 33 49.19133(W) ADJUSTED
MB2882 83 minus 27 - +00.19579 -00.56364 ADJUSTED
MB2882
MB2882 HEIGHT -
MB2882 ***********************************************************************
MB2882
MB2882 LAPLACE CORR- -0.40 DEFLEC90
MB2882 GEOID HEIGHT- -33.64 GEOID90
MB2882
MB2882
MB2882 HORZ ORDER - THIRD
MB2882
MB2882
MB2882.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2882.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2882
MB2882; North East Scale Converg.
MB2882;SPC OH N - 158,967.987 678,659.967 0.99993925 +0 36 54.5 MT
MB2882;UTM 17 - 4,549,391.206 452,662.578 0.99962758 -0 22 13.8 MT
MB2882
MB2882
MB2882
MB2882
MB2882 HISTORY - Year Condition Recov. By
MB2882 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2882
MB2882 STATION DESCRIPTION
MB2882
MB2882'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2882'THE STATION IS THE CENTER OF THE CROSS ON THE TOP, LOCATED
MB2882'ABOUT 2.2 MILES
MB2882'NORTHWEST OF THE CENTER OF DOWNTOWN AKRON, NORTH OF THE INTERSECTION
MB2882'OF MINEOLA RD. AND DELA RD., AND
MB2882'SOUTH OF SCHNEIDER PARK. IT IS A WHITE SPIRE WITH
MB2882'A GOLD CROSS ON THE TOP. IT IS APPROXIMATELY 65
MB2882'FEET HIGH.
MB2882'
|
|
|
|
|
|
|
|
|
|
|
|
2226569.5
|
521546.875
|
0101000020960E000044620C1FC5FC40416E105FE02DD51F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.09441539444444444444
|
-81.56366425833333333333
|
-81.5636642583333
|
41.0944153944443
|
2226570.24256543
|
521547.469112641
|
678659.967253876
|
158967.986521489
|
45
|
45
|
AKRON COLUMBINE AVE MUN SPIPE
|
MB2709
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
2
|
41.94818
|
N
|
81
|
25
|
16.84078
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
153617.417
|
690683.311
|
0.99993922
|
+
|
0
|
42
|
31.0
|
|
MT
|
|
|
|
|
|
|
|
|
-0.71
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VMB)
THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
ABOUT 5-1/2 MILES
SOUTHEAST OF DOWNTOWN AKRON AND ABOUT 350 FEET WEST-NORTHWEST OF THE
INTERSECTION OF GALE DRIVE AND
COLUMBINE AVENUE. IT IS A STANDARD METAL STANDPIPE ITS
SIDES ARE PAINTED GREY AND THE TOP IS RED AND
WHITE WITH A RED LIGHT AT THE CENTER OF THE
TOP. ITS HEIGHT IS ABOUT 100 FEET.
A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GALE THE
DISTANCE IS 65.7 FEET AND
20.03 METERS.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2709 ***********************************************************************
MB2709 DESIGNATION - AKRON COLUMBINE AVE MUN SPIPE
MB2709 PID - MB2709
MB2709 STATE/COUNTY- OH/SUMMIT
MB2709
MB2709 HORZ DATUM - NAD 83(1986)
MB2709 VERT DATUM - N/A
MB2709
MB2709 POSITION - 41 02 41.94818(N) 081 25 16.84078(W) ADJUSTED
MB2709 83 minus 27 - +00.20572 -00.58961 ADJUSTED
MB2709
MB2709 HEIGHT -
MB2709 ***********************************************************************
MB2709
MB2709 LAPLACE CORR- -0.71 DEFLEC90
MB2709 GEOID HEIGHT- -33.59 GEOID90
MB2709
MB2709
MB2709 HORZ ORDER - THIRD
MB2709
MB2709
MB2709.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2709.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2709
MB2709; North East Scale Converg.
MB2709;SPC OH N - 153,617.417 690,683.311 0.99993922 +0 42 31.0 MT
MB2709;UTM 17 - 4,543,836.411 464,588.328 0.99961543 -0 16 36.0 MT
MB2709
MB2709
MB2709
MB2709
MB2709 HISTORY - Year Condition Recov. By
MB2709 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2709
MB2709 STATION DESCRIPTION
MB2709
MB2709'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VMB)
MB2709'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
MB2709'ABOUT 5-1/2 MILES
MB2709'SOUTHEAST OF DOWNTOWN AKRON AND ABOUT 350 FEET WEST-NORTHWEST OF THE
MB2709'INTERSECTION OF GALE DRIVE AND
MB2709'COLUMBINE AVENUE. IT IS A STANDARD METAL STANDPIPE ITS
MB2709'SIDES ARE PAINTED GREY AND THE TOP IS RED AND
MB2709'WHITE WITH A RED LIGHT AT THE CENTER OF THE
MB2709'TOP. ITS HEIGHT IS ABOUT 100 FEET.
MB2709'
MB2709'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION GALE THE
MB2709'DISTANCE IS 65.7 FEET AND
MB2709'20.03 METERS.
MB2709'
|
|
|
|
|
|
|
|
|
|
|
|
2266017.75
|
503993.5625
|
0101000020960E0000B5F60C6AD04941410CE19790E4C21E41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.04498560555555555555
|
-81.42134466111111111111
|
-81.4213446611111
|
41.0449856055554
|
2266016.82852062
|
503993.141204373
|
690683.310699706
|
153617.41667391
|
46
|
46
|
AKRON DOVER AVE N MUN SPIPE
|
MB2921
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
30.19466
|
N
|
81
|
33
|
44.73257
|
W
|
ADJUSTED
|
-33.61
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
156819.177
|
678787.124
|
0.99993915
|
+
|
0
|
36
|
57.4
|
|
MT
|
|
|
|
|
|
|
|
|
-0.46
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE LIGHT ON TOP OF THE STANDPIPE.
IT IS A ROUND,
GREY STANDPIPE WITH A RED AND GREY TOP LOCATED NORTH OF THE
INTERSECTION OF DOVER STREET AND
BELLEVUE STREET ON LOT NO. 1128
IT IS APPROXIMATELY 80 FEET HIGH.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2921 ***********************************************************************
MB2921 DESIGNATION - AKRON DOVER AVE N MUN SPIPE
MB2921 PID - MB2921
MB2921 STATE/COUNTY- OH/SUMMIT
MB2921
MB2921 HORZ DATUM - NAD 83(1986)
MB2921 VERT DATUM - N/A
MB2921
MB2921 POSITION - 41 04 30.19466(N) 081 33 44.73257(W) ADJUSTED
MB2921 83 minus 27 - +00.19585 -00.56666 ADJUSTED
MB2921
MB2921 HEIGHT -
MB2921 ***********************************************************************
MB2921
MB2921 LAPLACE CORR- -0.46 DEFLEC90
MB2921 GEOID HEIGHT- -33.61 GEOID90
MB2921
MB2921
MB2921 HORZ ORDER - THIRD
MB2921
MB2921
MB2921.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2921.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2921
MB2921; North East Scale Converg.
MB2921;SPC OH N - 156,819.177 678,787.124 0.99993915 +0 36 57.4 MT
MB2921;UTM 17 - 4,547,241.198 452,752.728 0.99962747 -0 22 10.4 MT
MB2921
MB2921
MB2921
MB2921
MB2921 HISTORY - Year Condition Recov. By
MB2921 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2921
MB2921 STATION DESCRIPTION
MB2921
MB2921'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2921'THE STATION IS THE CENTER OF THE LIGHT ON TOP OF THE STANDPIPE.
MB2921'IT IS A ROUND,
MB2921'GREY STANDPIPE WITH A RED AND GREY TOP LOCATED NORTH OF THE
MB2921'INTERSECTION OF DOVER STREET AND
MB2921'BELLEVUE STREET ON LOT NO. 1128
MB2921'IT IS APPROXIMATELY 80 FEET HIGH.
MB2921'
|
|
|
|
|
|
|
|
|
|
|
|
2226988.0
|
514497.625
|
0101000020960E0000775B33B695FD4041915E855506671F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.07505407222222222223
|
-81.56242571388888888889
|
-81.5624257138889
|
41.0750540722221
|
2226987.4234423
|
514497.583516576
|
678787.124239461
|
156819.17709419
|
47
|
47
|
AKRON DOVER AVE S MUN SPIPE
|
MB2917
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
28.98342
|
N
|
81
|
33
|
44.76002
|
W
|
ADJUSTED
|
-33.61
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
156781.809
|
678786.885
|
0.99993915
|
+
|
0
|
36
|
57.4
|
|
MT
|
|
|
|
|
|
|
|
|
-0.4
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE LIGHT ON TOP OF THE STANDPIPE.
IT IS A ROUND,
GREY STANDPIPE WITH A RED AND WHITE CHECKERED TOP, LOCATED
NORTH OF THE INTERSECTION OF
DOVER STREET AND BELLEVUE STREET ON LOT NO. 1128.
IT IS APPROXIMATELY 80 FEET HIGH.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2917 ***********************************************************************
MB2917 DESIGNATION - AKRON DOVER AVE S MUN SPIPE
MB2917 PID - MB2917
MB2917 STATE/COUNTY- OH/SUMMIT
MB2917
MB2917 HORZ DATUM - NAD 83(1986)
MB2917 VERT DATUM - N/A
MB2917
MB2917 POSITION - 41 04 28.98342(N) 081 33 44.76002(W) ADJUSTED
MB2917 83 minus 27 - +00.19562 -00.56644 ADJUSTED
MB2917
MB2917 HEIGHT -
MB2917 ***********************************************************************
MB2917
MB2917 LAPLACE CORR- -0.40 DEFLEC90
MB2917 GEOID HEIGHT- -33.61 GEOID90
MB2917
MB2917
MB2917 HORZ ORDER - THIRD
MB2917
MB2917
MB2917.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2917.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2917
MB2917; North East Scale Converg.
MB2917;SPC OH N - 156,781.809 678,786.885 0.99993915 +0 36 57.4 MT
MB2917;UTM 17 - 4,547,203.852 452,751.847 0.99962747 -0 22 10.4 MT
MB2917
MB2917
MB2917
MB2917
MB2917 HISTORY - Year Condition Recov. By
MB2917 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2917
MB2917 STATION DESCRIPTION
MB2917
MB2917'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2917'THE STATION IS THE CENTER OF THE LIGHT ON TOP OF THE STANDPIPE.
MB2917'IT IS A ROUND,
MB2917'GREY STANDPIPE WITH A RED AND WHITE CHECKERED TOP, LOCATED
MB2917'NORTH OF THE INTERSECTION OF
MB2917'DOVER STREET AND BELLEVUE STREET ON LOT NO. 1128.
MB2917'IT IS APPROXIMATELY 80 FEET HIGH.
MB2917'
|
|
|
|
|
|
|
|
|
|
|
|
2226987.25
|
514375.3125
|
0101000020960E0000DDC9CC5195FD4041F8BD2BF21B651F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.07471761666666666667
|
-81.56243333888888888889
|
-81.5624333388889
|
41.0747176166665
|
2226986.63906215
|
514374.986494988
|
678786.885159913
|
156781.809447275
|
48
|
48
|
AKRON EDISON BLDG MAST
|
MB2881
|
OH
|
Summit
|
|
|
|
RADIO MAST
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - STATION MONUMENTED
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 1984 GOOD UNITED STATES POWER SQUADRON
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
5
|
11.34238
|
N
|
81
|
30
|
57.1103
|
W
|
ADJUSTED
|
-33.64
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
158131.481
|
682685.36
|
0.99993919
|
+
|
0
|
38
|
47.5
|
|
MT
|
|
|
|
|
|
|
|
|
-0.16
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1984 (RS )
STATION RECOVERED GOOD.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2881 ***********************************************************************
MB2881 DESIGNATION - AKRON EDISON BLDG MAST
MB2881 PID - MB2881
MB2881 STATE/COUNTY- OH/SUMMIT
MB2881
MB2881 HORZ DATUM - NAD 83(1986)
MB2881 VERT DATUM - N/A
MB2881
MB2881 POSITION - 41 05 11.34238(N) 081 30 57.11030(W) ADJUSTED
MB2881 83 minus 27 - +00.19889 -00.57150 ADJUSTED
MB2881
MB2881 HEIGHT -
MB2881 ***********************************************************************
MB2881
MB2881 LAPLACE CORR- -0.16 DEFLEC90
MB2881 GEOID HEIGHT- -33.64 GEOID90
MB2881
MB2881
MB2881 HORZ ORDER - THIRD
MB2881
MB2881
MB2881.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2881.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2881
MB2881; North East Scale Converg.
MB2881;SPC OH N - 158,131.481 682,685.360 0.99993919 +0 38 47.5 MT
MB2881;UTM 17 - 4,548,485.868 456,671.728 0.99962310 -0 20 20.5 MT
MB2881
MB2881
MB2881
MB2881
MB2881 HISTORY - Year Condition Recov. By
MB2881 HISTORY - STATION MONUMENTED
MB2881 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB2881 HISTORY - 1984 GOOD UNITED STATES POWER SQUADRON
MB2881
MB2881 STATION DESCRIPTION
MB2881
MB2881'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB2881'
MB2881
MB2881 STATION RECOVERY (1984)
MB2881
MB2881'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1984 (RS )
MB2881'STATION RECOVERED GOOD.
MB2881'
|
|
|
|
|
|
|
|
|
|
|
|
2239777.5
|
518802.6875
|
0101000020960E0000D6B1427190164141868FAF234CAA1F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.08648399444444444444
|
-81.51586397222222222222
|
-81.5158639722222
|
41.0864839944443
|
2239776.88484786
|
518803.034849398
|
682685.359872347
|
158131.481285042
|
49
|
49
|
AKRON ELBON AVE MUNICIPAL TANK
|
MB2713
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - STATION MONUMENTED
HISTORY - 1943 COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD COAST AND GEODETIC SURVEY
HISTORY - 1967 GOOD COAST AND GEODETIC SURVEY
HISTORY - 1984 GOOD US POSTAL SERVICE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
3
|
33.51779
|
N
|
81
|
29
|
46.4752
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
155132.891
|
684368.526
|
0.99993915
|
+
|
0
|
39
|
33.9
|
|
MT
|
|
|
|
|
|
|
|
|
-0.37
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS LOCATED ON SIXTH AVENUE BETWEEN HUDSON AND ELBON AVENUES,
IN THE CITY OF AKRON. IT IS A LARGE GREEN WATER
TANK OF STEEL CONSTRUCTION WITH A BALL ON TOP OF
THE ROOF. THE POINT OBSERVED ON WAS
THE BALL ON TOP OF THE ROOF.
THIS IS AN INTERSECTION STATION.
NOTE- THE BALL ON TOP OF THE ROOF OF THIS TANK IS
STATION TANK OF
THE AKRON CITY SURVEY.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE
WITH THE FOLLOWING
CORRECTION. THE TANK IS NOW PAINTED IN ORANGE AND
WHITE CHECKS.
RECOVERY NOTE BY US POSTAL SERVICE 1984 (RS )
AKRON WATER TANK RECOVERED GOOD.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2713 ***********************************************************************
MB2713 DESIGNATION - AKRON ELBON AVE MUNICIPAL TANK
MB2713 PID - MB2713
MB2713 STATE/COUNTY- OH/SUMMIT
MB2713
MB2713 HORZ DATUM - NAD 83(1986)
MB2713 VERT DATUM - N/A
MB2713
MB2713 POSITION - 41 03 33.51779(N) 081 29 46.47520(W) ADJUSTED
MB2713 83 minus 27 - +00.20071 -00.57810 ADJUSTED
MB2713
MB2713 HEIGHT -
MB2713 ***********************************************************************
MB2713
MB2713 LAPLACE CORR- -0.37 DEFLEC90
MB2713 GEOID HEIGHT- -33.59 GEOID90
MB2713
MB2713
MB2713 HORZ ORDER - THIRD
MB2713
MB2713
MB2713.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2713.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2713
MB2713; North East Scale Converg.
MB2713;SPC OH N - 155,132.891 684,368.526 0.99993915 +0 39 33.9 MT
MB2713;UTM 17 - 4,545,459.732 458,302.556 0.99962140 -0 19 33.4 MT
MB2713
MB2713
MB2713
MB2713
MB2713 HISTORY - Year Condition Recov. By
MB2713 HISTORY - STATION MONUMENTED
MB2713 HISTORY - 1943 COAST AND GEODETIC SURVEY
MB2713 HISTORY - 1963 GOOD COAST AND GEODETIC SURVEY
MB2713 HISTORY - 1967 GOOD COAST AND GEODETIC SURVEY
MB2713 HISTORY - 1984 GOOD US POSTAL SERVICE
MB2713
MB2713 STATION DESCRIPTION
MB2713
MB2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2713'STATION IS LOCATED ON SIXTH AVENUE BETWEEN HUDSON AND ELBON AVENUES,
MB2713'IN THE CITY OF AKRON. IT IS A LARGE GREEN WATER
MB2713'TANK OF STEEL CONSTRUCTION WITH A BALL ON TOP OF
MB2713'THE ROOF. THE POINT OBSERVED ON WAS
MB2713'THE BALL ON TOP OF THE ROOF.
MB2713'
MB2713'THIS IS AN INTERSECTION STATION.
MB2713'
MB2713'NOTE- THE BALL ON TOP OF THE ROOF OF THIS TANK IS
MB2713'STATION TANK OF
MB2713'THE AKRON CITY SURVEY.
MB2713'
MB2713
MB2713 STATION RECOVERY (1963)
MB2713
MB2713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2713'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
MB2713'
MB2713
MB2713 STATION RECOVERY (1967)
MB2713
MB2713'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
MB2713'STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE
MB2713'WITH THE FOLLOWING
MB2713'CORRECTION. THE TANK IS NOW PAINTED IN ORANGE AND
MB2713'WHITE CHECKS.
MB2713'
MB2713
MB2713 STATION RECOVERY (1984)
MB2713
MB2713'RECOVERY NOTE BY US POSTAL SERVICE 1984 (RS )
MB2713'AKRON WATER TANK RECOVERED GOOD.
MB2713'
|
|
|
|
|
|
|
|
|
|
|
|
2245298.25
|
508965.3125
|
0101000020960E0000F8A9618959214141FEA9B2A294101F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.05931049722222222222
|
-81.49624311111111111111
|
-81.4962431111111
|
41.0593104972221
|
2245299.07329297
|
508965.158884674
|
684368.526276749
|
155132.890693813
|
50
|
50
|
AKRON FIRESTONE CC WATER TANK
|
MB2877
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 19:00:00 -0500
|
WATER TANK
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2011 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
0
|
29.34944
|
N
|
81
|
30
|
31.75783
|
W
|
ADJUSTED
|
-33.52
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
149440.195
|
683375.876
|
0.99993968
|
+
|
0
|
39
|
4.2
|
|
MT
|
|
|
|
|
|
|
|
|
-0.53
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
ABOUT 4.5 MILES
SOUTH OF THE CENTER OF DOWNTOWN AKRON, ON WARNER RD., AT THE
FIRESTONE COUNTRY CLUB, GOLF
COURSE. IT IS A SPHERICAL SHAPED WATER TANK, PAINTED
RED WITH A WHITE TOP AND THE LETTERING,
FIRESTONE C.C., PAINTED ON THE SIDE
IT IS APPROXIMATELY 140 FEET HIGH.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (MRP)
RECOVERED IN GOOD CONDITION
|
2011-01-09 19:00:00 -0500
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2877 ***********************************************************************
MB2877 DESIGNATION - AKRON FIRESTONE CC WATER TANK
MB2877 PID - MB2877
MB2877 STATE/COUNTY- OH/SUMMIT
MB2877
MB2877 HORZ DATUM - NAD 83(1986)
MB2877 VERT DATUM - N/A
MB2877
MB2877 POSITION - 41 00 29.34944(N) 081 30 31.75783(W) ADJUSTED
MB2877 83 minus 27 - +00.20065 -00.58165 ADJUSTED
MB2877
MB2877 HEIGHT -
MB2877 ***********************************************************************
MB2877
MB2877 LAPLACE CORR- -0.53 DEFLEC90
MB2877 GEOID HEIGHT- -33.52 GEOID90
MB2877
MB2877
MB2877 HORZ ORDER - THIRD
MB2877
MB2877
MB2877.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2877.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2877
MB2877; North East Scale Converg.
MB2877;SPC OH N - 149,440.195 683,375.876 0.99993968 +0 39 04.2 MT
MB2877;UTM 17 - 4,539,786.747 457,212.517 0.99962253 -0 20 02.0 MT
MB2877
MB2877
MB2877
MB2877
MB2877 HISTORY - Year Condition Recov. By
MB2877 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2877 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB2877 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB2877
MB2877 STATION DESCRIPTION
MB2877
MB2877'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2877'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
MB2877'ABOUT 4.5 MILES
MB2877'SOUTH OF THE CENTER OF DOWNTOWN AKRON, ON WARNER RD., AT THE
MB2877'FIRESTONE COUNTRY CLUB, GOLF
MB2877'COURSE. IT IS A SPHERICAL SHAPED WATER TANK, PAINTED
MB2877'RED WITH A WHITE TOP AND THE LETTERING,
MB2877'FIRESTONE C.C., PAINTED ON THE SIDE
MB2877'IT IS APPROXIMATELY 140 FEET HIGH.
MB2877'
MB2877
MB2877 STATION RECOVERY (1989)
MB2877
MB2877'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (MRP)
MB2877'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2242043.0
|
490288.15625
|
0101000020960E00009A79062DFD1A414101EE4E7EC1EC1D41
|
false
|
2011-01-12 09:10:00 -0500
|
false
|
41.00815262222222222222
|
-81.50882161944444444444
|
-81.5088216194444
|
41.0081526222221
|
2242042.3517601
|
490288.373347968
|
683375.87556823
|
149440.195076831
|
51
|
51
|
AKRON FIRESTONE CLOCK TOWER FP
|
MB2914
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
3
|
6.81626
|
N
|
81
|
31
|
47.06439
|
W
|
ADJUSTED
|
-33.58
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
154277.424
|
681562.293
|
0.99993918
|
+
|
0
|
38
|
14.7
|
|
MT
|
|
|
|
|
|
|
|
|
-0.38
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (MRP)
RECOVERED IN GOOD CONDITION
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2914 ***********************************************************************
MB2914 DESIGNATION - AKRON FIRESTONE CLOCK TOWER FP
MB2914 PID - MB2914
MB2914 STATE/COUNTY- OH/SUMMIT
MB2914
MB2914 HORZ DATUM - NAD 83(1986)
MB2914 VERT DATUM - N/A
MB2914
MB2914 POSITION - 41 03 06.81626(N) 081 31 47.06439(W) ADJUSTED
MB2914 83 minus 27 - +00.19852 -00.57395 ADJUSTED
MB2914
MB2914 HEIGHT -
MB2914 ***********************************************************************
MB2914
MB2914 LAPLACE CORR- -0.38 DEFLEC90
MB2914 GEOID HEIGHT- -33.58 GEOID90
MB2914
MB2914
MB2914 HORZ ORDER - THIRD
MB2914
MB2914
MB2914.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2914.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2914
MB2914; North East Scale Converg.
MB2914;SPC OH N - 154,277.424 681,562.293 0.99993918 +0 38 14.7 MT
MB2914;UTM 17 - 4,544,652.905 455,482.918 0.99962439 -0 20 52.5 MT
MB2914
MB2914
MB2914
MB2914
MB2914 HISTORY - Year Condition Recov. By
MB2914 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2914 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB2914
MB2914 STATION DESCRIPTION
MB2914
MB2914'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB2914'
MB2914
MB2914 STATION RECOVERY (1989)
MB2914
MB2914'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (MRP)
MB2914'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2236092.5
|
506159.15625
|
0101000020960E00009B96EC245E0F41414FE1590EBAE41E41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.05189340555555555556
|
-81.52974010833333333334
|
-81.5297401083333
|
41.0518934055554
|
2236092.2884701
|
506158.51401474
|
681562.292650272
|
154277.423626523
|
52
|
52
|
AKRON FIRST NATL BANK BLDG LT
|
MB2895
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1950 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
3
|
57.77494
|
N
|
81
|
30
|
13.61313
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
155873.832
|
683726.391
|
0.99993914
|
+
|
0
|
39
|
16.1
|
|
MT
|
|
|
|
|
|
|
|
|
-0.32
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
THE STATION IS THE RED FLASHING LIGHT ON THE TOP OF THE FLAG
POLE ON THE TOP OF
THE FIRST NATIONAL BANK BUILDING IN DOWN TOWN AKRON. THIS IS THE
LARGEST AND MOST PROMINENT BUILDING
IN THE CITY. POINT OBSERVED UPON, FLASHING RED
LIGHT ON THE TOP OF THE FLAG POLE.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (MRP)
RECOVERED IN GOOD CONDITION
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2895 ***********************************************************************
MB2895 DESIGNATION - AKRON FIRST NATL BANK BLDG LT
MB2895 PID - MB2895
MB2895 STATE/COUNTY- OH/SUMMIT
MB2895
MB2895 HORZ DATUM - NAD 83(1986)
MB2895 VERT DATUM - N/A
MB2895
MB2895 POSITION - 41 03 57.77494(N) 081 30 13.61313(W) ADJUSTED
MB2895 83 minus 27 - +00.16430 -00.59776 ADJUSTED
MB2895
MB2895 HEIGHT -
MB2895 ***********************************************************************
MB2895
MB2895 LAPLACE CORR- -0.32 DEFLEC90
MB2895 GEOID HEIGHT- -33.60 GEOID90
MB2895
MB2895
MB2895 HORZ ORDER - THIRD
MB2895
MB2895
MB2895.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2895.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2895
MB2895; North East Scale Converg.
MB2895;SPC OH N - 155,873.832 683,726.391 0.99993914 +0 39 16.1 MT
MB2895;UTM 17 - 4,546,211.368 457,673.458 0.99962205 -0 19 51.4 MT
MB2895
MB2895
MB2895
MB2895
MB2895 HISTORY - Year Condition Recov. By
MB2895 HISTORY - 1950 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2895 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB2895
MB2895 STATION DESCRIPTION
MB2895
MB2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
MB2895'THE STATION IS THE RED FLASHING LIGHT ON THE TOP OF THE FLAG
MB2895'POLE ON THE TOP OF
MB2895'THE FIRST NATIONAL BANK BUILDING IN DOWN TOWN AKRON. THIS IS THE
MB2895'LARGEST AND MOST PROMINENT BUILDING
MB2895'IN THE CITY. POINT OBSERVED UPON, FLASHING RED
MB2895'LIGHT ON THE TOP OF THE FLAG POLE.
MB2895'
MB2895
MB2895 STATION RECOVERY (1989)
MB2895
MB2895'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (MRP)
MB2895'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2243191.5
|
511395.71875
|
0101000020960E0000B2E9DB2A3C1D41416DCD0F4090361F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.06604859444444444444
|
-81.503781425
|
-81.503781425
|
41.0660485944443
|
2243192.33483621
|
511396.062560282
|
683726.391110858
|
155873.831616021
|
53
|
53
|
AKRON FIRST UNITE C OF C SPIRE
|
MB2907
|
OH
|
Summit
|
|
|
|
CHURCH SPIRE
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
5
|
22.84525
|
N
|
81
|
32
|
35.83393
|
W
|
ADJUSTED
|
-33.64
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
158460.651
|
680377.51
|
0.99993921
|
+
|
0
|
37
|
42.6
|
|
MT
|
|
|
|
|
|
|
|
|
-0.35
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE GOLD CROSS ON THE
TOP, LOCATED ABOUT
1.3 MILES WEST-NORTHWEST OF DOWNTOWN AKRON, WEST
OF THE INTERSECTION OF WORK STREET
AND SOUTH PORTAGE PATH.
IT IS A WHITE SPIRE WITH A GREY TOP AND A GOLD CROSS
ON THE TOP. IT
IS APPROXIMATELY 130 FEET HIGH.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2907 ***********************************************************************
MB2907 DESIGNATION - AKRON FIRST UNITE C OF C SPIRE
MB2907 PID - MB2907
MB2907 STATE/COUNTY- OH/SUMMIT
MB2907
MB2907 HORZ DATUM - NAD 83(1986)
MB2907 VERT DATUM - N/A
MB2907
MB2907 POSITION - 41 05 22.84525(N) 081 32 35.83393(W) ADJUSTED
MB2907 83 minus 27 - +00.19641 -00.56727 ADJUSTED
MB2907
MB2907 HEIGHT -
MB2907 ***********************************************************************
MB2907
MB2907 LAPLACE CORR- -0.35 DEFLEC90
MB2907 GEOID HEIGHT- -33.64 GEOID90
MB2907
MB2907
MB2907 HORZ ORDER - THIRD
MB2907
MB2907
MB2907.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2907.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2907
MB2907; North East Scale Converg.
MB2907;SPC OH N - 158,460.651 680,377.510 0.99993921 +0 37 42.6 MT
MB2907;UTM 17 - 4,548,854.570 454,370.606 0.99962562 -0 21 25.5 MT
MB2907
MB2907
MB2907
MB2907
MB2907 HISTORY - Year Condition Recov. By
MB2907 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2907
MB2907 STATION DESCRIPTION
MB2907
MB2907'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2907'THE STATION IS THE CENTER OF THE GOLD CROSS ON THE
MB2907'TOP, LOCATED ABOUT
MB2907'1.3 MILES WEST-NORTHWEST OF DOWNTOWN AKRON, WEST
MB2907'OF THE INTERSECTION OF WORK STREET
MB2907'AND SOUTH PORTAGE PATH.
MB2907'IT IS A WHITE SPIRE WITH A GREY TOP AND A GOLD CROSS
MB2907'ON THE TOP. IT
MB2907'IS APPROXIMATELY 130 FEET HIGH.
MB2907'
|
|
|
|
|
|
|
|
|
|
|
|
2232204.75
|
519883.15625
|
0101000020960E0000E100849BC6074141A61CB7F12BBB1F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.08967923611111111111
|
-81.54328720277777777777
|
-81.5432872027778
|
41.0896792361109
|
2232205.21496593
|
519882.986050079
|
680377.510276634
|
158460.651069348
|
54
|
54
|
AKRON GEORGIA AVE MUN SPIPE
|
MB2701
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1962 COAST AND GEODETIC SURVEY
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 1967 COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
2
|
38.5501
|
N
|
81
|
29
|
32.7682
|
W
|
ADJUSTED
|
-33.57
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
153441.122
|
684708.131
|
0.99993923
|
+
|
0
|
39
|
42.9
|
|
MT
|
|
|
|
|
|
|
|
|
-0.47
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF AKRON,
ABOUT 100 YARDS
WEST OF ARLINGTON STREET AND 75 FEET SOUTH OF FIRESTONE BOULEVARD.
IT IS A STEEL STANDPIPE, ABOUT 125
FEET HIGH AND 75 FEET IN DIAMETER AND IS PAINTED BLACK.
THE POINT OF INTERSECTION WAS A METAL BALL AT THE
APEX OF THE ROOF OF THE STANDPIPE.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
ABOUT 2-3/4 MILES
SOUTHEAST OF DOWNTOWN AKRON, 300 FEET WEST OF THE INTERSECTION OF
SOUTH ARLINGTON STREET AND GEORGIA
AVENUE AND 109 FEET NORTH OF THE CENTERLINE OF
GEORGIA AVENUE. IT IS A STANDARD METAL STANDPIPE
PAINTED IN ALTERNATE SQUARE SECTIONS
OF ORNAGE AND WHITE AND HAS A RED LIGHT AT THE CENTER OF THE TOP.
THE OVERALL HEIGHT IS ABOUT 120 FEET.
A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SOMOGY THE
DISTANCE IS 82.3 FEET AND
25.08 METERS.
NOTE- THE SAME AS AKRON, FIRESTONE BLVD MUNICIPAL STANDPIPE, 1943.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE 1963 RECOVERY NOTE IS GOOD.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2701 ***********************************************************************
MB2701 DESIGNATION - AKRON GEORGIA AVE MUN SPIPE
MB2701 PID - MB2701
MB2701 STATE/COUNTY- OH/SUMMIT
MB2701
MB2701 HORZ DATUM - NAD 83(1986)
MB2701 VERT DATUM - N/A
MB2701
MB2701 POSITION - 41 02 38.55010(N) 081 29 32.76820(W) ADJUSTED
MB2701 83 minus 27 - +00.20156 -00.58019 ADJUSTED
MB2701
MB2701 HEIGHT -
MB2701 ***********************************************************************
MB2701
MB2701 LAPLACE CORR- -0.47 DEFLEC90
MB2701 GEOID HEIGHT- -33.57 GEOID90
MB2701
MB2701
MB2701 HORZ ORDER - THIRD
MB2701
MB2701
MB2701.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2701.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2701
MB2701; North East Scale Converg.
MB2701;SPC OH N - 153,441.122 684,708.131 0.99993923 +0 39 42.9 MT
MB2701;UTM 17 - 4,543,762.913 458,612.919 0.99962108 -0 19 24.1 MT
MB2701
MB2701
MB2701
MB2701
MB2701 HISTORY - Year Condition Recov. By
MB2701 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2701 HISTORY - 1962 COAST AND GEODETIC SURVEY
MB2701 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB2701 HISTORY - 1967 COAST AND GEODETIC SURVEY
MB2701
MB2701 STATION DESCRIPTION
MB2701
MB2701'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
MB2701'STATION IS LOCATED IN THE SOUTH CENTRAL SECTION OF AKRON,
MB2701'ABOUT 100 YARDS
MB2701'WEST OF ARLINGTON STREET AND 75 FEET SOUTH OF FIRESTONE BOULEVARD.
MB2701'IT IS A STEEL STANDPIPE, ABOUT 125
MB2701'FEET HIGH AND 75 FEET IN DIAMETER AND IS PAINTED BLACK.
MB2701'THE POINT OF INTERSECTION WAS A METAL BALL AT THE
MB2701'APEX OF THE ROOF OF THE STANDPIPE.
MB2701'
MB2701
MB2701 STATION RECOVERY (1962)
MB2701
MB2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
MB2701'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
MB2701'
MB2701
MB2701 STATION RECOVERY (1963)
MB2701
MB2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2701'THE STATION THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
MB2701'ABOUT 2-3/4 MILES
MB2701'SOUTHEAST OF DOWNTOWN AKRON, 300 FEET WEST OF THE INTERSECTION OF
MB2701'SOUTH ARLINGTON STREET AND GEORGIA
MB2701'AVENUE AND 109 FEET NORTH OF THE CENTERLINE OF
MB2701'GEORGIA AVENUE. IT IS A STANDARD METAL STANDPIPE
MB2701'PAINTED IN ALTERNATE SQUARE SECTIONS
MB2701'OF ORNAGE AND WHITE AND HAS A RED LIGHT AT THE CENTER OF THE TOP.
MB2701'THE OVERALL HEIGHT IS ABOUT 120 FEET.
MB2701'
MB2701'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION SOMOGY THE
MB2701'DISTANCE IS 82.3 FEET AND
MB2701'25.08 METERS.
MB2701'
MB2701'NOTE- THE SAME AS AKRON, FIRESTONE BLVD MUNICIPAL STANDPIPE, 1943.
MB2701'
MB2701
MB2701 STATION RECOVERY (1967)
MB2701
MB2701'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
MB2701'STATION RECOVERED IN GOOD CONDITION. THE 1963 RECOVERY NOTE IS GOOD.
MB2701'
|
|
|
|
|
|
|
|
|
|
|
|
2246412.25
|
503414.375
|
0101000020960E00004C7D33A1862341416870C9FCDAB91E41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.04404169444444444444
|
-81.49243561111111111111
|
-81.4924356111111
|
41.0440416944443
|
2246413.25938383
|
503414.746862179
|
684708.130876454
|
153441.12172582
|
55
|
55
|
AKRON GOODYEAR PLT 2 FP 1963
|
MB2706
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - STATION MONUMENTED
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 1967 GOOD COAST AND GEODETIC SURVEY
HISTORY - 1976 GOOD NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
3
|
33.32231
|
N
|
81
|
28
|
35.35006
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
155146.161
|
686029.15
|
0.99993915
|
+
|
0
|
40
|
20.6
|
|
MT
|
|
|
|
|
|
|
|
|
-0.38
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE BASE OF THE FLAGPOLE, LOCATED
ON THE ROOF OF THE
CLOCKTOWER AT 200 MARTHA AVENUE, ABOUT 2-1/2 MILES SOUTHEAST OF
DOWNTOWN AKRON. IT IS A METAL
FLAGPOLE PAINTED SILVER. THE OVERALL HEIGHT ABOVE THE
GROUND IS 240 FEET.
A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CLOCK, THE
DISTANCE BEING 3.545
METERS AND 11.63 FEET.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE 1963 DESCRIPTION IS GOOD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
RECOVERED AS DESCRIBED IN GOOD CONDITION.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2706 ***********************************************************************
MB2706 DESIGNATION - AKRON GOODYEAR PLT 2 FP 1963
MB2706 PID - MB2706
MB2706 STATE/COUNTY- OH/SUMMIT
MB2706
MB2706 HORZ DATUM - NAD 83(1986)
MB2706 VERT DATUM - N/A
MB2706
MB2706 POSITION - 41 03 33.32231(N) 081 28 35.35006(W) ADJUSTED
MB2706 83 minus 27 - +00.20168 -00.58032 ADJUSTED
MB2706
MB2706 HEIGHT -
MB2706 ***********************************************************************
MB2706
MB2706 LAPLACE CORR- -0.38 DEFLEC90
MB2706 GEOID HEIGHT- -33.59 GEOID90
MB2706
MB2706
MB2706 HORZ ORDER - THIRD
MB2706
MB2706
MB2706.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2706.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2706
MB2706; North East Scale Converg.
MB2706;SPC OH N - 155,146.161 686,029.150 0.99993915 +0 40 20.6 MT
MB2706;UTM 17 - 4,545,444.448 459,962.634 0.99961973 -0 18 46.7 MT
MB2706
MB2706
MB2706
MB2706
MB2706 HISTORY - Year Condition Recov. By
MB2706 HISTORY - STATION MONUMENTED
MB2706 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB2706 HISTORY - 1967 GOOD COAST AND GEODETIC SURVEY
MB2706 HISTORY - 1976 GOOD NATIONAL GEODETIC SURVEY
MB2706
MB2706 STATION DESCRIPTION
MB2706
MB2706'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2706'THE STATION IS THE CENTER OF THE BASE OF THE FLAGPOLE, LOCATED
MB2706'ON THE ROOF OF THE
MB2706'CLOCKTOWER AT 200 MARTHA AVENUE, ABOUT 2-1/2 MILES SOUTHEAST OF
MB2706'DOWNTOWN AKRON. IT IS A METAL
MB2706'FLAGPOLE PAINTED SILVER. THE OVERALL HEIGHT ABOVE THE
MB2706'GROUND IS 240 FEET.
MB2706'
MB2706'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CLOCK, THE
MB2706'DISTANCE BEING 3.545
MB2706'METERS AND 11.63 FEET.
MB2706'
MB2706
MB2706 STATION RECOVERY (1967)
MB2706
MB2706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
MB2706'STATION RECOVERED IN GOOD CONDITION. THE 1963 DESCRIPTION IS GOOD.
MB2706'
MB2706
MB2706 STATION RECOVERY (1976)
MB2706
MB2706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
MB2706'RECOVERED AS DESCRIBED IN GOOD CONDITION.
MB2706'
MB2706'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON.
MB2706'
|
|
|
|
|
|
|
|
|
|
|
|
2250747.25
|
509009.1875
|
0101000020960E00005888E8A6FD2B414106ABE4CA42111F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.05925619722222222222
|
-81.47648612777777777778
|
-81.4764861277778
|
41.0592561972221
|
2250747.30397133
|
509008.698137924
|
686029.150308762
|
155146.161484744
|
56
|
56
|
AKRON HOME AVE MUN STANDPIPE
|
MB2695
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
6
|
44.04643
|
N
|
81
|
29
|
14.95948
|
W
|
ADJUSTED
|
-33.68
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
161018.217
|
685036.093
|
0.99993944
|
+
|
0
|
39
|
54.6
|
|
MT
|
|
|
|
|
|
|
|
|
0.19
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
ABOUT 2-1/2 MILES
NORTHEAST OF DOWNTOWN AKRON, 0.65 MILE NORTH OF TALLMADGE AVENUE AND
0.15 MILE WEST OF HOME AVENUE. IT
IS A STANDARD METAL STANDPIPE PAINTED BLACK AND IS
ABOUT 100 FEET HIGH.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2695 ***********************************************************************
MB2695 DESIGNATION - AKRON HOME AVE MUN STANDPIPE
MB2695 PID - MB2695
MB2695 STATE/COUNTY- OH/SUMMIT
MB2695
MB2695 HORZ DATUM - NAD 83(1986)
MB2695 VERT DATUM - N/A
MB2695
MB2695 POSITION - 41 06 44.04643(N) 081 29 14.95948(W) ADJUSTED
MB2695 83 minus 27 - +00.20041 -00.57235 ADJUSTED
MB2695
MB2695 HEIGHT -
MB2695 ***********************************************************************
MB2695
MB2695 LAPLACE CORR- 0.19 DEFLEC90
MB2695 GEOID HEIGHT- -33.68 GEOID90
MB2695
MB2695
MB2695 HORZ ORDER - THIRD
MB2695
MB2695
MB2695.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2695.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2695
MB2695; North East Scale Converg.
MB2695;SPC OH N - 161,018.217 685,036.093 0.99993944 +0 39 54.6 MT
MB2695;UTM 17 - 4,551,330.837 459,071.008 0.99962062 -0 19 14.0 MT
MB2695
MB2695
MB2695
MB2695
MB2695 HISTORY - Year Condition Recov. By
MB2695 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2695
MB2695 STATION DESCRIPTION
MB2695
MB2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2695'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
MB2695'ABOUT 2-1/2 MILES
MB2695'NORTHEAST OF DOWNTOWN AKRON, 0.65 MILE NORTH OF TALLMADGE AVENUE AND
MB2695'0.15 MILE WEST OF HOME AVENUE. IT
MB2695'IS A STANDARD METAL STANDPIPE PAINTED BLACK AND IS
MB2695'ABOUT 100 FEET HIGH.
MB2695'
|
|
|
|
|
|
|
|
|
|
|
|
2247489.5
|
528274.25
|
0101000020960E0000E6569A9FA0254141777EDCDD231F2041
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.11223511944444444444
|
-81.48748874444444444444
|
-81.4874887444444
|
41.1122351194443
|
2247489.24689757
|
528273.933322861
|
685036.092526563
|
161018.216913225
|
57
|
57
|
AKRON MUN APT GOODYEAR HGR BCN
|
MB2704
|
OH
|
Summit
|
|
|
|
BEACON
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - STATION MONUMENTED
HISTORY - 1943 COAST AND GEODETIC SURVEY
HISTORY - 1950 GOOD COAST AND GEODETIC SURVEY
HISTORY - 1962 GOOD COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD COAST AND GEODETIC SURVEY
HISTORY - 1967 GOOD COAST AND GEODETIC SURVEY
HISTORY - 1971 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1976 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
1
|
58.35922
|
N
|
81
|
28
|
11.36926
|
W
|
ADJUSTED
|
-33.56
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
152223.662
|
686623.628
|
0.99993932
|
+
|
0
|
40
|
36.4
|
|
MT
|
|
|
|
|
|
|
|
|
-0.56
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
BEACON IS LOCATED ON THE N END OF GOODYEAR HANGAR ON
THE AKRON
MUNICIPAL AIRPORT, IN THE SE SECTION OF AKRON. IT IS A
STANDARD AIRWAY BEACON. THE
POINT OBSERVED ON WAS THE REVOLVING
LIGHT.
THIS IS AN INTERSECTION STATION.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
THE BEACON IS LOCATED ON THE NORTH END OF THE GOODYEAR HANGAR
ON THE AKRON
MUNICIPAL AIRPORT IN THE SOUTHEAST SECTION OF AKRON. IT IS A
STANDARD AIRWAY BEACON. POINT
OBSERVED UPON, OSCILLATING LIGHT ON THE TOP OF THE STRUCTURE.
TO REACH THE BEACON AS DESCRIBED.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
STATION RECOVERED AS DESCRIBED.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
STATION WAS FOUND IN GOOD CONDITION.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE 1950 RECOVERY NOTE IS GOOD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS GOOD.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT AKRON MUNICIPAL
AIRPORT
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
RECOVERED AS DESCRIBED.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON MUNICIPAL
AIRPORT.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2704 ***********************************************************************
MB2704 DESIGNATION - AKRON MUN APT GOODYEAR HGR BCN
MB2704 PID - MB2704
MB2704 STATE/COUNTY- OH/SUMMIT
MB2704
MB2704 HORZ DATUM - NAD 83(1986)
MB2704 VERT DATUM - N/A
MB2704
MB2704 POSITION - 41 01 58.35922(N) 081 28 11.36926(W) ADJUSTED
MB2704 83 minus 27 - +00.20272 -00.58472 ADJUSTED
MB2704
MB2704 HEIGHT -
MB2704 ***********************************************************************
MB2704
MB2704 LAPLACE CORR- -0.56 DEFLEC90
MB2704 GEOID HEIGHT- -33.56 GEOID90
MB2704
MB2704
MB2704 HORZ ORDER - THIRD
MB2704
MB2704
MB2704.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2704.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2704
MB2704; North East Scale Converg.
MB2704;SPC OH N - 152,223.662 686,623.628 0.99993932 +0 40 36.4 MT
MB2704;UTM 17 - 4,542,513.096 460,506.594 0.99961920 -0 18 30.4 MT
MB2704
MB2704
MB2704
MB2704
MB2704 HISTORY - Year Condition Recov. By
MB2704 HISTORY - STATION MONUMENTED
MB2704 HISTORY - 1943 COAST AND GEODETIC SURVEY
MB2704 HISTORY - 1950 GOOD COAST AND GEODETIC SURVEY
MB2704 HISTORY - 1962 GOOD COAST AND GEODETIC SURVEY
MB2704 HISTORY - 1963 GOOD COAST AND GEODETIC SURVEY
MB2704 HISTORY - 1967 GOOD COAST AND GEODETIC SURVEY
MB2704 HISTORY - 1971 GOOD NATIONAL GEODETIC SURVEY
MB2704 HISTORY - 1976 GOOD NATIONAL GEODETIC SURVEY
MB2704 HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
MB2704
MB2704 STATION DESCRIPTION
MB2704
MB2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2704'BEACON IS LOCATED ON THE N END OF GOODYEAR HANGAR ON
MB2704'THE AKRON
MB2704'MUNICIPAL AIRPORT, IN THE SE SECTION OF AKRON. IT IS A
MB2704'STANDARD AIRWAY BEACON. THE
MB2704'POINT OBSERVED ON WAS THE REVOLVING
MB2704'LIGHT.
MB2704'
MB2704'THIS IS AN INTERSECTION STATION.
MB2704'
MB2704
MB2704 STATION RECOVERY (1950)
MB2704
MB2704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
MB2704'THE BEACON IS LOCATED ON THE NORTH END OF THE GOODYEAR HANGAR
MB2704'ON THE AKRON
MB2704'MUNICIPAL AIRPORT IN THE SOUTHEAST SECTION OF AKRON. IT IS A
MB2704'STANDARD AIRWAY BEACON. POINT
MB2704'OBSERVED UPON, OSCILLATING LIGHT ON THE TOP OF THE STRUCTURE.
MB2704'
MB2704'TO REACH THE BEACON AS DESCRIBED.
MB2704'
MB2704
MB2704 STATION RECOVERY (1962)
MB2704
MB2704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
MB2704'STATION RECOVERED AS DESCRIBED.
MB2704'
MB2704
MB2704 STATION RECOVERY (1963)
MB2704
MB2704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2704'STATION WAS FOUND IN GOOD CONDITION.
MB2704'
MB2704
MB2704 STATION RECOVERY (1967)
MB2704
MB2704'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
MB2704'STATION RECOVERED IN GOOD CONDITION. THE 1950 RECOVERY NOTE IS GOOD.
MB2704'
MB2704
MB2704 STATION RECOVERY (1971)
MB2704
MB2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
MB2704'STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS GOOD.
MB2704'
MB2704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT AKRON MUNICIPAL
MB2704'AIRPORT
MB2704'
MB2704
MB2704 STATION RECOVERY (1976)
MB2704
MB2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
MB2704'RECOVERED AS DESCRIBED.
MB2704'
MB2704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON.
MB2704'
MB2704
MB2704 STATION RECOVERY (1980)
MB2704
MB2704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
MB2704'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
MB2704'
MB2704'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON MUNICIPAL
MB2704'AIRPORT.
MB2704'
|
|
|
|
|
|
|
|
|
|
|
|
2252697.5
|
499420.9375
|
0101000020960E00000BCBA4D7CC2F4141311550DB717B1E41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.03287756111111111111
|
-81.46982479444444444445
|
-81.4698247944444
|
41.0328775611109
|
2252697.68471659
|
499420.464172679
|
686623.627548871
|
152223.661927138
|
58
|
58
|
AKRON OHIO EDISON ELEC CO TWR
|
MB2878
|
OH
|
Summit
|
|
|
|
RADIO MAST
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
5
|
38.93773
|
N
|
81
|
30
|
3.94787
|
W
|
ADJUSTED
|
-33.65
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
158996.762
|
683916.283
|
0.99993925
|
+
|
0
|
39
|
22.4
|
|
MT
|
|
|
|
|
|
|
|
|
-0.03
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
ABOUT 1.3 MILES
NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, NORTH OF THE INTERSECTION
OF LOOKOUT AVE. AND OXFORD AVE.
IT IS A FOUR LEGGED, STEEL STRUCTURE, PAINTED IN
ALTERNATE SECTIONS OF INTERNATIONAL COLORS OF RED
AND WHITE, WITH TWO SMALL MICROWAVE
DISKS ABOUT HALF OF THE WAY UP, AND A FLASHING RED LIGHT ON THE TOP.
THE TOWER IS
OWNED BY THE OHIO EDISON ELECTRIC CO., OF AKRON, AND IT IS
APPROXIMATELY 210 FEET HIGH.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2878 ***********************************************************************
MB2878 DESIGNATION - AKRON OHIO EDISON ELEC CO TWR
MB2878 PID - MB2878
MB2878 STATE/COUNTY- OH/SUMMIT
MB2878
MB2878 HORZ DATUM - NAD 83(1986)
MB2878 VERT DATUM - N/A
MB2878
MB2878 POSITION - 41 05 38.93773(N) 081 30 03.94787(W) ADJUSTED
MB2878 83 minus 27 - +00.20048 -00.57351 ADJUSTED
MB2878
MB2878 HEIGHT -
MB2878 ***********************************************************************
MB2878
MB2878 LAPLACE CORR- -0.03 DEFLEC90
MB2878 GEOID HEIGHT- -33.65 GEOID90
MB2878
MB2878
MB2878 HORZ ORDER - THIRD
MB2878
MB2878
MB2878.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2878.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2878
MB2878; North East Scale Converg.
MB2878;SPC OH N - 158,996.762 683,916.283 0.99993925 +0 39 22.4 MT
MB2878;UTM 17 - 4,549,329.581 457,916.957 0.99962180 -0 19 45.7 MT
MB2878
MB2878
MB2878
MB2878
MB2878 HISTORY - Year Condition Recov. By
MB2878 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2878
MB2878 STATION DESCRIPTION
MB2878
MB2878'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2878'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
MB2878'ABOUT 1.3 MILES
MB2878'NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, NORTH OF THE INTERSECTION
MB2878'OF LOOKOUT AVE. AND OXFORD AVE.
MB2878'IT IS A FOUR LEGGED, STEEL STRUCTURE, PAINTED IN
MB2878'ALTERNATE SECTIONS OF INTERNATIONAL COLORS OF RED
MB2878'AND WHITE, WITH TWO SMALL MICROWAVE
MB2878'DISKS ABOUT HALF OF THE WAY UP, AND A FLASHING RED LIGHT ON THE TOP.
MB2878'THE TOWER IS
MB2878'OWNED BY THE OHIO EDISON ELECTRIC CO., OF AKRON, AND IT IS
MB2878'APPROXIMATELY 210 FEET HIGH.
MB2878'
|
|
|
|
|
|
|
|
|
|
|
|
2243814.75
|
521642.3125
|
0101000020960E0000D61824AB731E414167E50683A7D61F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.09414936944444444444
|
-81.50109663055555555556
|
-81.5010966305556
|
41.0941493694443
|
2243815.33703909
|
521641.877955994
|
683916.28256208
|
158996.762394496
|
63
|
63
|
AKRON OHIO GAS CO MICROWAVE
|
MB2730
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
LIGHT TOP OF TOWER
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
5
|
1.50432
|
N
|
81
|
26
|
30.74083
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
157900.816
|
688905.383
|
0.99993918
|
+
|
0
|
41
|
42.5
|
|
MT
|
|
|
|
|
|
|
|
|
-0.16
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE AKRON
EAST OHIO GAS COMPANY MICROWAVE TOWER WAY 506. IT IS A THREE
LEGGED SKELETON STEEL TOWER WITH ONE DISK SHAPED ANTENNA NEAR
THE TOP AND TWO IN THE APPROXIMATE CENTER, PAINTED ALTERNATELY
RED AND WHITE AND APPROXIMATELY 250 HIGH.
IT IS LOCATED ABOUT 3.7 MILES EAST-NORTHEAST OF THE CENTER OF
AKRON AT 2100 EASTWOOD AVENUE, 130 FEET SOUTH OF THE CENTERLINE
OF EASTWOOD AVENUE AND 70 FEET WEST OF THE CENTERLINE OF DARROW
ROAD.
DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
|
1976-12-31 19:00:00 -0500
|
NGS
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2730 ***********************************************************************
MB2730 DESIGNATION - AKRON OHIO GAS CO MICROWAVE
MB2730 PID - MB2730
MB2730 STATE/COUNTY- OH/SUMMIT
MB2730
MB2730 HORZ DATUM - NAD 83(1986)
MB2730 VERT DATUM - N/A
MB2730
MB2730 POSITION - 41 05 01.50432(N) 081 26 30.74083(W) ADJUSTED
MB2730 83 minus 27 - +00.20895 -00.58727 ADJUSTED
MB2730
MB2730 HEIGHT -
MB2730 ***********************************************************************
MB2730
MB2730 LAPLACE CORR- -0.16 DEFLEC90
MB2730 GEOID HEIGHT- -33.63 GEOID90
MB2730
MB2730
MB2730 HORZ ORDER - THIRD
MB2730
MB2730
MB2730.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2730.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2730
MB2730; North East Scale Converg.
MB2730;SPC OH N - 157,900.816 688,905.383 0.99993918 +0 41 42.5 MT
MB2730;UTM 17 - 4,548,148.360 462,884.879 0.99961695 -0 17 25.4 MT
MB2730
MB2730
MB2730
MB2730
MB2730 HISTORY - Year Condition Recov. By
MB2730 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2730
MB2730 STATION DESCRIPTION
MB2730
MB2730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2730'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE AKRON
MB2730'EAST OHIO GAS COMPANY MICROWAVE TOWER WAY 506. IT IS A THREE
MB2730'LEGGED SKELETON STEEL TOWER WITH ONE DISK SHAPED ANTENNA NEAR
MB2730'THE TOP AND TWO IN THE APPROXIMATE CENTER, PAINTED ALTERNATELY
MB2730'RED AND WHITE AND APPROXIMATELY 250 HIGH.
MB2730'
MB2730'IT IS LOCATED ABOUT 3.7 MILES EAST-NORTHEAST OF THE CENTER OF
MB2730'AKRON AT 2100 EASTWOOD AVENUE, 130 FEET SOUTH OF THE CENTERLINE
MB2730'OF EASTWOOD AVENUE AND 70 FEET WEST OF THE CENTERLINE OF DARROW
MB2730'ROAD.
MB2730'
MB2730'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2730'
|
|
|
|
|
|
|
|
|
|
|
|
2260184.0
|
518046.4375
|
0101000020960E0000B40D58DF6B3E4141A8B12F0A799E1F41
|
false
|
2005-03-28 05:33:00 -0500
|
false
|
41.0837512
|
-81.44187245277777777777
|
-81.4418724527778
|
41.0837511999999
|
2260183.74487468
|
518046.259947563
|
688905.383248569
|
157900.81583363
|
64
|
64
|
AKRON POLICE RADIO MAST
|
MB2896
|
OH
|
Summit
|
|
|
|
RADIO MAST
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - STATION MONUMENTED
HISTORY - 1943 COAST AND GEODETIC SURVEY
HISTORY - 1945 LOCAL SURVEYOR
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 1984 GOOD UNITED STATES POWER SQUADRON
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
33.68843
|
N
|
81
|
30
|
32.26152
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
156976.617
|
683278.464
|
0.99993915
|
+
|
0
|
39
|
3.8
|
|
MT
|
|
|
|
|
|
|
|
|
-0.22
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS LOCATED ON THE SOUTH SIDE OF BUCHTAL AVE. BETWEEN UUREKEA
TERRACE AND ELLWOOD AVE. IN
THE CITY OF AKRON. IT IS A TALL PENCIL TYPE RADIO MAST, 250 FEET
HIGH, PAINTED SILVER WITH A RED
LIGHT ON THE TOP. THE STATION CALL LETTER IS WPDO. THE POINT
OBSERVED ON IS THE RED LIGHT ON TOP OF THE
MAST.
RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
LETTER OF GEHRES AND KINGSLEY, AKRON, OHIO, DATED JANUARY 26, 1945.
THE TALL PENCIL-TYPE RADIO MAST MENTIONED IN DESCRIPTION IS
INCORRECT. IT IS
A FOUR-LEGGED TOWER LOCATED BEHIND FIRE STATION
5 AND E OF AKRON UNIVERSITY.
NO POSITION IS AVAILABLE SINCE ONLY ONE DIRECTION WAS OBSERVED
TO THIS MAST.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION WAS RECOVERED IN GOOD CONDITION.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1984 (CZ )
POLICE RADIO MAST FOUND OK.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2896 ***********************************************************************
MB2896 DESIGNATION - AKRON POLICE RADIO MAST
MB2896 PID - MB2896
MB2896 STATE/COUNTY- OH/SUMMIT
MB2896
MB2896 HORZ DATUM - NAD 83(1986)
MB2896 VERT DATUM - N/A
MB2896
MB2896 POSITION - 41 04 33.68843(N) 081 30 32.26152(W) ADJUSTED
MB2896 83 minus 27 - +00.19917 -00.57355 ADJUSTED
MB2896
MB2896 HEIGHT -
MB2896 ***********************************************************************
MB2896
MB2896 LAPLACE CORR- -0.22 DEFLEC90
MB2896 GEOID HEIGHT- -33.62 GEOID90
MB2896
MB2896
MB2896 HORZ ORDER - THIRD
MB2896
MB2896
MB2896.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2896.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2896
MB2896; North East Scale Converg.
MB2896;SPC OH N - 156,976.617 683,278.464 0.99993915 +0 39 03.8 MT
MB2896;UTM 17 - 4,547,321.342 457,244.699 0.99962250 -0 20 03.9 MT
MB2896
MB2896
MB2896
MB2896
MB2896 HISTORY - Year Condition Recov. By
MB2896 HISTORY - STATION MONUMENTED
MB2896 HISTORY - 1943 COAST AND GEODETIC SURVEY
MB2896 HISTORY - 1945 LOCAL SURVEYOR
MB2896 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB2896 HISTORY - 1984 GOOD UNITED STATES POWER SQUADRON
MB2896
MB2896 STATION DESCRIPTION
MB2896
MB2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2896'STATION IS LOCATED ON THE SOUTH SIDE OF BUCHTAL AVE. BETWEEN UUREKEA
MB2896'TERRACE AND ELLWOOD AVE. IN
MB2896'THE CITY OF AKRON. IT IS A TALL PENCIL TYPE RADIO MAST, 250 FEET
MB2896'HIGH, PAINTED SILVER WITH A RED
MB2896'LIGHT ON THE TOP. THE STATION CALL LETTER IS WPDO. THE POINT
MB2896'OBSERVED ON IS THE RED LIGHT ON TOP OF THE
MB2896'MAST.
MB2896'
MB2896
MB2896 STATION RECOVERY (1945)
MB2896
MB2896'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
MB2896'LETTER OF GEHRES AND KINGSLEY, AKRON, OHIO, DATED JANUARY 26, 1945.
MB2896'
MB2896'THE TALL PENCIL-TYPE RADIO MAST MENTIONED IN DESCRIPTION IS
MB2896'INCORRECT. IT IS
MB2896'A FOUR-LEGGED TOWER LOCATED BEHIND FIRE STATION
MB2896'5 AND E OF AKRON UNIVERSITY.
MB2896'
MB2896'NO POSITION IS AVAILABLE SINCE ONLY ONE DIRECTION WAS OBSERVED
MB2896'TO THIS MAST.
MB2896'
MB2896
MB2896 STATION RECOVERY (1963)
MB2896
MB2896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2896'THE STATION WAS RECOVERED IN GOOD CONDITION.
MB2896'
MB2896
MB2896 STATION RECOVERY (1984)
MB2896
MB2896'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1984 (CZ )
MB2896'POLICE RADIO MAST FOUND OK.
MB2896'
|
|
|
|
|
|
|
|
|
|
|
|
2241722.0
|
515013.5625
|
0101000020960E0000B36545615D1A4141ACD6AE77186F1F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.07602456388888888889
|
-81.50896153333333333333
|
-81.5089615333333
|
41.0760245638888
|
2241722.75993034
|
515014.116877894
|
683278.463783694
|
156976.616777601
|
65
|
65
|
AKRON RADIO STA KQA 400 MAST
|
MB2883
|
OH
|
Summit
|
|
|
|
RADIO MAST
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
2
|
19.21753
|
N
|
81
|
33
|
48.67987
|
W
|
ADJUSTED
|
-33.55
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
152778.203
|
678738.369
|
0.99993927
|
+
|
0
|
36
|
54.8
|
|
MT
|
|
|
|
|
|
|
|
|
-0.53
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE MAST,
LOCATED ABOUT FOUR
MILES SOUTHWEST OF DOWNTOWN AKRON, SOUTH OF THE
INTERSECTION OF W. WILBETH RD. AND
19TH STREET. IT IS A SELF SUPPORTING,
SLINDER, POLE, RADIO MAST, PAINTED SILVER WITH A
FLASHING RED LIGHT
NEAR THE TOP. THE OVERALL HEIGHT ABOVE THE GROUND IS 120 FEET.
THE MAST IS
OWNED AND OPERATED BY THE EAST OHIO GAS COMPANY OF AKRON,
OHIO.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2883 ***********************************************************************
MB2883 DESIGNATION - AKRON RADIO STA KQA 400 MAST
MB2883 PID - MB2883
MB2883 STATE/COUNTY- OH/SUMMIT
MB2883
MB2883 HORZ DATUM - NAD 83(1986)
MB2883 VERT DATUM - N/A
MB2883
MB2883 POSITION - 41 02 19.21753(N) 081 33 48.67987(W) ADJUSTED
MB2883 83 minus 27 - +00.19791 -00.57039 ADJUSTED
MB2883
MB2883 HEIGHT -
MB2883 ***********************************************************************
MB2883
MB2883 LAPLACE CORR- -0.53 DEFLEC90
MB2883 GEOID HEIGHT- -33.55 GEOID90
MB2883
MB2883
MB2883 HORZ ORDER - THIRD
MB2883
MB2883
MB2883.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2883.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2883
MB2883; North East Scale Converg.
MB2883;SPC OH N - 152,778.203 678,738.369 0.99993927 +0 36 54.8 MT
MB2883;UTM 17 - 4,543,202.919 452,634.525 0.99962761 -0 22 12.0 MT
MB2883
MB2883
MB2883
MB2883
MB2883 HISTORY - Year Condition Recov. By
MB2883 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2883
MB2883 STATION DESCRIPTION
MB2883
MB2883'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2883'THE STATION IS THE CENTER OF THE TOP OF THE MAST,
MB2883'LOCATED ABOUT FOUR
MB2883'MILES SOUTHWEST OF DOWNTOWN AKRON, SOUTH OF THE
MB2883'INTERSECTION OF W. WILBETH RD. AND
MB2883'19TH STREET. IT IS A SELF SUPPORTING,
MB2883'SLINDER, POLE, RADIO MAST, PAINTED SILVER WITH A
MB2883'FLASHING RED LIGHT
MB2883'NEAR THE TOP. THE OVERALL HEIGHT ABOVE THE GROUND IS 120 FEET.
MB2883'THE MAST IS
MB2883'OWNED AND OPERATED BY THE EAST OHIO GAS COMPANY OF AKRON,
MB2883'OHIO.
MB2883'
|
|
|
|
|
|
|
|
|
|
|
|
2226827.5
|
501240.5
|
0101000020960E00006646C6BB45FD40411C33C448DF971E41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.03867153611111111111
|
-81.56352218611111111111
|
-81.5635221861111
|
41.038671536111
|
2226827.46698837
|
501239.821060942
|
678738.369414794
|
152778.203015764
|
66
|
66
|
AKRON RADIO STA KQC 969 MAST
|
MB2912
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 00:00:00 -0500
|
RADIO MAST
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
0
|
4.19815
|
N
|
81
|
32
|
56.6522
|
W
|
ADJUSTED
|
-33.5
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
148626.717
|
679998.856
|
0.99993981
|
+
|
0
|
37
|
29.0
|
|
MT
|
|
|
|
|
|
|
|
|
-0.75
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
ABOUT 5.5 MILES
SOUTH-SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, ON AN ISLAND IN
PORTAGE LAKE, SOUTH OF THE CORNER
OF PORTAGE LAKES DR. AND PEACH DR. IT IS A THREE
LEGGED, STEEL STRUCTURE, PAINTED IN ALTERNATE
SECTIONS OF INTERNATIONAL COLORS OF
RED AND WHITE, WITH A FLASHING RED LIGHT ON TOP, AND IT IS GUY
WIRED. THE MAST IS OWNED AND
OPERATED BY THE DEPARTMENT OF NATURAL RESOURCES, DISTRICT 3
HEADQUARTERS, STATE OF OHIO.
THE OVERALL HEIGHT OF THE MAST ABOVE THE GROUND IS 360 FEET.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (MRP)
RECOVERED IN GOOD CONDITION
|
2019-04-19 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2912 ***********************************************************************
MB2912 DESIGNATION - AKRON RADIO STA KQC 969 MAST
MB2912 PID - MB2912
MB2912 STATE/COUNTY- OH/SUMMIT
MB2912
MB2912 HORZ DATUM - NAD 83(1986)
MB2912 VERT DATUM - N/A
MB2912
MB2912 POSITION - 41 00 04.19815(N) 081 32 56.65220(W) ADJUSTED
MB2912 83 minus 27 - +00.19829 -00.57711 ADJUSTED
MB2912
MB2912 HEIGHT -
MB2912 ***********************************************************************
MB2912
MB2912 LAPLACE CORR- -0.75 DEFLEC90
MB2912 GEOID HEIGHT- -33.50 GEOID90
MB2912
MB2912
MB2912 HORZ ORDER - THIRD
MB2912
MB2912
MB2912.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2912.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2912
MB2912; North East Scale Converg.
MB2912;SPC OH N - 148,626.717 679,998.856 0.99993981 +0 37 29.0 MT
MB2912;UTM 17 - 4,539,031.680 453,823.082 0.99962624 -0 21 36.9 MT
MB2912
MB2912
MB2912
MB2912
MB2912 HISTORY - Year Condition Recov. By
MB2912 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2912 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB2912 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB2912
MB2912 STATION DESCRIPTION
MB2912
MB2912'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2912'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
MB2912'ABOUT 5.5 MILES
MB2912'SOUTH-SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, ON AN ISLAND IN
MB2912'PORTAGE LAKE, SOUTH OF THE CORNER
MB2912'OF PORTAGE LAKES DR. AND PEACH DR. IT IS A THREE
MB2912'LEGGED, STEEL STRUCTURE, PAINTED IN ALTERNATE
MB2912'SECTIONS OF INTERNATIONAL COLORS OF
MB2912'RED AND WHITE, WITH A FLASHING RED LIGHT ON TOP, AND IT IS GUY
MB2912'WIRED. THE MAST IS OWNED AND
MB2912'OPERATED BY THE DEPARTMENT OF NATURAL RESOURCES, DISTRICT 3
MB2912'HEADQUARTERS, STATE OF OHIO.
MB2912'THE OVERALL HEIGHT OF THE MAST ABOVE THE GROUND IS 360 FEET.
MB2912'
MB2912
MB2912 STATION RECOVERY (1989)
MB2912
MB2912'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (MRP)
MB2912'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2230962.25
|
487619.90625
|
0101000020960E0000CBCE097559054141A44FCCF20DC31D41
|
false
|
2011-01-12 09:08:00 -0500
|
false
|
41.00116615277777777778
|
-81.54907005555555555555
|
-81.5490700555555
|
41.0011661527776
|
2230962.91436181
|
487619.48710751
|
679998.856295192
|
148626.716923787
|
67
|
67
|
AKRON RADIO STA KQG 810 MAST
|
MB2702
|
OH
|
Summit
|
|
USGS
|
1962-12-31 00:00:00 -0500
|
TOP OF MAST
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY HISTORY - 1977 NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
5
|
1.81854
|
N
|
81
|
26
|
30.84791
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
157910.478
|
688902.767
|
0.99993918
|
+
|
0
|
41
|
42.4
|
|
MT
|
|
|
|
|
|
|
|
|
-0.16
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
ABOUT 3.7 MILES
EAST OF THE CENTER OF DOWNTOWN AKRON, AT 2100 EASTWOOD AVE.
IT IS A SLINDER POLE MAST, PAINTED
SILVER WITH RED LIGHTS ON THE WEST SIDE OF
THE MAST, AND TWO RED LIGHTS ON TOP. THE OVERALL
HEIGHT ABOVE THE GROUND IS
100 FEET. THE MAST IS OWNED AND OPERATED BY THE EAST OHIO GAS CO.,
OF AKRON, OHIO.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION WAS NOT RECOVERED, WITH DESCRIPTION IN QUAD
410812-1032.
THE MAST HAS BEEN DESTROYED AND A NEW MICROWAVE TOWER WAS
BUILT AT THE APPROXIMATE SAME LOCATION.
DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
|
1976-12-31 00:00:00 -0500
|
NGS
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2702 ***********************************************************************
MB2702 DESIGNATION - AKRON RADIO STA KQG 810 MAST
MB2702 PID - MB2702
MB2702 STATE/COUNTY- OH/SUMMIT
MB2702
MB2702 HORZ DATUM - NAD 83(1986)
MB2702 VERT DATUM - N/A
MB2702
MB2702 POSITION - 41 05 01.81854(N) 081 26 30.84791(W) ADJUSTED
MB2702 83 minus 27 - +00.20531 -00.58872 ADJUSTED
MB2702
MB2702 HEIGHT -
MB2702 ***********************************************************************
MB2702
MB2702 LAPLACE CORR- -0.16 DEFLEC90
MB2702 GEOID HEIGHT- -33.63 GEOID90
MB2702
MB2702
MB2702 HORZ ORDER - THIRD
MB2702
MB2702
MB2702.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2702.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2702
MB2702; North East Scale Converg.
MB2702;SPC OH N - 157,910.478 688,902.767 0.99993918 +0 41 42.4 MT
MB2702;UTM 17 - 4,548,158.062 462,882.430 0.99961696 -0 17 25.5 MT
MB2702
MB2702
MB2702
MB2702
MB2702 HISTORY - Year Condition Recov. By
MB2702 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2702 HISTORY - 1977 NATIONAL GEODETIC SURVEY
MB2702
MB2702 STATION DESCRIPTION
MB2702
MB2702'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2702'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED
MB2702'ABOUT 3.7 MILES
MB2702'EAST OF THE CENTER OF DOWNTOWN AKRON, AT 2100 EASTWOOD AVE.
MB2702'IT IS A SLINDER POLE MAST, PAINTED
MB2702'SILVER WITH RED LIGHTS ON THE WEST SIDE OF
MB2702'THE MAST, AND TWO RED LIGHTS ON TOP. THE OVERALL
MB2702'HEIGHT ABOVE THE GROUND IS
MB2702'100 FEET. THE MAST IS OWNED AND OPERATED BY THE EAST OHIO GAS CO.,
MB2702'OF AKRON, OHIO.
MB2702'
MB2702
MB2702 STATION RECOVERY (1977)
MB2702
MB2702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2702'THE STATION WAS NOT RECOVERED, WITH DESCRIPTION IN QUAD
MB2702'410812-1032.
MB2702'
MB2702'THE MAST HAS BEEN DESTROYED AND A NEW MICROWAVE TOWER WAS
MB2702'BUILT AT THE APPROXIMATE SAME LOCATION.
MB2702'
MB2702'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2702'
|
|
|
|
|
|
|
|
|
|
|
|
2260175.25
|
518078.3125
|
0101000020960E000000000000F41841410000000020111F41
|
false
|
2005-03-28 05:38:00 -0500
|
false
|
41.08383848333333333333
|
-81.44190219722222222222
|
-81.5118300707768
|
41.0595408694726
|
2241000.0
|
509000.0
|
683058.166116332
|
155143.510287003
|
68
|
68
|
AKRON RADIO STA WADC E TOWER
|
MB2869
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 19:00:00 -0500
|
TOP OF TOWER
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2000 COSE CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
10
|
4.12338
|
N
|
81
|
30
|
38.30217
|
W
|
ADJUSTED
|
-33.78
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
167167.321
|
683021.842
|
0.99994066
|
+
|
0
|
38
|
59.9
|
|
MT
|
|
|
|
|
|
|
|
|
0.71
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
ABOUT 5.0 MILES
NORTH OF THE CENTER OF DOWNTOWN AKRON, AT 3474 AKRON, CLEVELAND
ROAD (RT. 8). IT IS A SELF
SUPPORTING, THREE LEGGED STEEL STRUCTURE, PAINTED IN
ALTERNATE SECTIONS OF INTERNATIONAL COLORS OF
RED AND WHITE, WITH A FLASHING RED LIGHT
ON THE TOP. THE OVERALL HEIGHT ABOVE THE GROUND IS 355 FEET.
THE TOWER IS
OWNED BY ALLEN T. SIMMONS CORP. AND IS OPERATED BY THE WADC RADIO
STATION OF AKRON.
|
2000-08-16 20:00:00 -0400
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2869 ***********************************************************************
MB2869 DESIGNATION - AKRON RADIO STA WADC E TOWER
MB2869 PID - MB2869
MB2869 STATE/COUNTY- OH/SUMMIT
MB2869
MB2869 HORZ DATUM - NAD 83(1986)
MB2869 VERT DATUM - N/A
MB2869
MB2869 POSITION - 41 10 04.12338(N) 081 30 38.30217(W) ADJUSTED
MB2869 83 minus 27 - +00.19796 -00.56106 ADJUSTED
MB2869
MB2869 HEIGHT -
MB2869 ***********************************************************************
MB2869
MB2869 LAPLACE CORR- 0.71 DEFLEC90
MB2869 GEOID HEIGHT- -33.78 GEOID90
MB2869
MB2869
MB2869 HORZ ORDER - THIRD
MB2869
MB2869
MB2869.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2869.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2869
MB2869; North East Scale Converg.
MB2869;SPC OH N - 167,167.321 683,021.842 0.99994066 +0 38 59.9 MT
MB2869;UTM 17 - 4,557,511.720 457,163.468 0.99962258 -0 20 10.1 MT
MB2869
MB2869
MB2869
MB2869
MB2869 HISTORY - Year Condition Recov. By
MB2869 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2869
MB2869 STATION DESCRIPTION
MB2869
MB2869'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2869'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
MB2869'ABOUT 5.0 MILES
MB2869'NORTH OF THE CENTER OF DOWNTOWN AKRON, AT 3474 AKRON, CLEVELAND
MB2869'ROAD (RT. 8). IT IS A SELF
MB2869'SUPPORTING, THREE LEGGED STEEL STRUCTURE, PAINTED IN
MB2869'ALTERNATE SECTIONS OF INTERNATIONAL COLORS OF
MB2869'RED AND WHITE, WITH A FLASHING RED LIGHT
MB2869'ON THE TOP. THE OVERALL HEIGHT ABOVE THE GROUND IS 355 FEET.
MB2869'THE TOWER IS
MB2869'OWNED BY ALLEN T. SIMMONS CORP. AND IS OPERATED BY THE WADC RADIO
MB2869'STATION OF AKRON.
MB2869'
|
|
|
|
|
|
|
|
|
|
|
|
2240879.75
|
548448.1875
|
0101000020960E00007930006AB81841410D3C793CC0BC2041
|
false
|
2005-03-17 05:55:00 -0500
|
false
|
41.16781205
|
-81.51063949166666666667
|
-81.5106394916667
|
41.1678120499999
|
2240880.82813078
|
548448.118112446
|
683021.842457946
|
167167.320735299
|
69
|
69
|
AKRON RADIO STA WADC W TOWER
|
MB2875
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 19:00:00 -0500
|
TOP OF TOWER
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2000 COSE CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
10
|
2.76864
|
N
|
81
|
30
|
43.79344
|
W
|
ADJUSTED
|
-33.78
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
167124.082
|
682894.322
|
0.99994065
|
+
|
0
|
38
|
56.3
|
|
MT
|
|
|
|
|
|
|
|
|
0.7
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
ABOUT 5.0 MILES
NORTH OF THE CENTER OF DOWNTOWN AKRON, AT 3474 AKRON, CLEVELAND
ROAD (RT. 8). IT IS A SELF
SUPPORTING, THREE LEGGED STEEL STRUCTURE, PAINTED IN
ALTERNATE SECTIONS OF INTERNATIONAL COLORS OF
RED AND WHITE, WITH A FLASHING RED LIGHT
ON THE TOP. THE OVERALL HEIGHT ABOVE THE GROUND IS 355 FEET.
THE TOWER IS OWNED BY ALLEN T. SIMMONS CORP. AND IS OPERATED BY THE
WADC RADIO STATION OF
AKRON.
|
2000-08-16 20:00:00 -0400
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2875 ***********************************************************************
MB2875 DESIGNATION - AKRON RADIO STA WADC W TOWER
MB2875 PID - MB2875
MB2875 STATE/COUNTY- OH/SUMMIT
MB2875
MB2875 HORZ DATUM - NAD 83(1986)
MB2875 VERT DATUM - N/A
MB2875
MB2875 POSITION - 41 10 02.76864(N) 081 30 43.79344(W) ADJUSTED
MB2875 83 minus 27 - +00.19761 -00.56088 ADJUSTED
MB2875
MB2875 HEIGHT -
MB2875 ***********************************************************************
MB2875
MB2875 LAPLACE CORR- 0.70 DEFLEC90
MB2875 GEOID HEIGHT- -33.78 GEOID90
MB2875
MB2875
MB2875 HORZ ORDER - THIRD
MB2875
MB2875
MB2875.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2875.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2875
MB2875; North East Scale Converg.
MB2875;SPC OH N - 167,124.082 682,894.322 0.99994065 +0 38 56.3 MT
MB2875;UTM 17 - 4,557,470.695 457,035.263 0.99962272 -0 20 13.7 MT
MB2875
MB2875
MB2875
MB2875
MB2875 HISTORY - Year Condition Recov. By
MB2875 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2875
MB2875 STATION DESCRIPTION
MB2875
MB2875'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2875'THE STATION IS THE CENTER OF THE TOP OF THE TOWER, LOCATED
MB2875'ABOUT 5.0 MILES
MB2875'NORTH OF THE CENTER OF DOWNTOWN AKRON, AT 3474 AKRON, CLEVELAND
MB2875'ROAD (RT. 8). IT IS A SELF
MB2875'SUPPORTING, THREE LEGGED STEEL STRUCTURE, PAINTED IN
MB2875'ALTERNATE SECTIONS OF INTERNATIONAL COLORS OF
MB2875'RED AND WHITE, WITH A FLASHING RED LIGHT
MB2875'ON THE TOP. THE OVERALL HEIGHT ABOVE THE GROUND IS 355 FEET.
MB2875'
MB2875'THE TOWER IS OWNED BY ALLEN T. SIMMONS CORP. AND IS OPERATED BY THE
MB2875'WADC RADIO STATION OF
MB2875'AKRON.
MB2875'
|
|
|
|
|
|
|
|
|
|
|
|
2240463.5
|
548305.875
|
0101000020960E0000D397213AE7174141DB3A3185A4BB2041
|
false
|
2005-03-17 05:57:00 -0500
|
false
|
41.16743573333333333334
|
-81.51216484444444444444
|
-81.5121648444444
|
41.1674357333332
|
2240462.45415018
|
548306.260141219
|
682894.321813618
|
167124.082339193
|
70
|
70
|
AKRON RADIO STA WAKR NW MAST
|
MB2894
|
OH
|
Summit
|
|
USCGS
|
1950-12-31 19:00:00 -0500
|
RADIO MAST
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - STATION MONUMENTED
HISTORY - 1951 COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD COAST AND GEODETIC SURVEY
HISTORY - 1971 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1976 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
HISTORY - 2011 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
1
|
19.58845
|
N
|
81
|
30
|
14.38367
|
W
|
ADJUSTED
|
-33.54
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
150994.418
|
683764.127
|
0.99993946
|
+
|
0
|
39
|
15.6
|
|
MT
|
|
|
|
|
|
|
|
|
-0.49
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF THE SOUTH CORPORATION
LIMITS OF AKRON,
0.5 MILE WEST OF ARLINGTON STREET AND 0.3 MILE NORTH OF SWARTZ ROAD.
IT IS A 4 LEGGED STEEL MAST, PAINTED
ALTERNATE RED AND WHITE AND IS 300 FEET HIGH. THE POINT
OF INTERSECTION WAS THE FLASHING RED LIGHT AT THE
TOP OF THE MAST.
THIS MAST IS IN THE MOST NORTHWESTERLY OF 4 MASTS (2 TALL AND 2
SHORT).
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION WAS RECOVERED IN GOOD CONDITION.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS GOOD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
RECOVERED AS DESCRIBED IN GOOD CONDITION.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
AT AKRON.
OFF HUNTING LODGE RD.
|
2011-01-09 19:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2894 ***********************************************************************
MB2894 DESIGNATION - AKRON RADIO STA WAKR NW MAST
MB2894 PID - MB2894
MB2894 STATE/COUNTY- OH/SUMMIT
MB2894
MB2894 HORZ DATUM - NAD 83(1986)
MB2894 VERT DATUM - N/A
MB2894
MB2894 POSITION - 41 01 19.58845(N) 081 30 14.38367(W) ADJUSTED
MB2894 83 minus 27 - +00.20111 -00.58023 ADJUSTED
MB2894
MB2894 HEIGHT -
MB2894 ***********************************************************************
MB2894
MB2894 LAPLACE CORR- -0.49 DEFLEC90
MB2894 GEOID HEIGHT- -33.54 GEOID90
MB2894
MB2894
MB2894 HORZ ORDER - THIRD
MB2894
MB2894
MB2894.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2894.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2894
MB2894; North East Scale Converg.
MB2894;SPC OH N - 150,994.418 683,764.127 0.99993946 +0 39 15.6 MT
MB2894;UTM 17 - 4,541,333.575 457,627.299 0.99962210 -0 19 50.9 MT
MB2894
MB2894
MB2894
MB2894
MB2894 HISTORY - Year Condition Recov. By
MB2894 HISTORY - STATION MONUMENTED
MB2894 HISTORY - 1951 COAST AND GEODETIC SURVEY
MB2894 HISTORY - 1963 GOOD COAST AND GEODETIC SURVEY
MB2894 HISTORY - 1971 GOOD NATIONAL GEODETIC SURVEY
MB2894 HISTORY - 1976 GOOD NATIONAL GEODETIC SURVEY
MB2894 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB2894
MB2894 STATION DESCRIPTION
MB2894
MB2894'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
MB2894'STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF THE SOUTH CORPORATION
MB2894'LIMITS OF AKRON,
MB2894'0.5 MILE WEST OF ARLINGTON STREET AND 0.3 MILE NORTH OF SWARTZ ROAD.
MB2894'IT IS A 4 LEGGED STEEL MAST, PAINTED
MB2894'ALTERNATE RED AND WHITE AND IS 300 FEET HIGH. THE POINT
MB2894'OF INTERSECTION WAS THE FLASHING RED LIGHT AT THE
MB2894'TOP OF THE MAST.
MB2894'
MB2894'THIS MAST IS IN THE MOST NORTHWESTERLY OF 4 MASTS (2 TALL AND 2
MB2894'SHORT).
MB2894'
MB2894
MB2894 STATION RECOVERY (1963)
MB2894
MB2894'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2894'THE STATION WAS RECOVERED IN GOOD CONDITION.
MB2894'
MB2894
MB2894 STATION RECOVERY (1971)
MB2894
MB2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
MB2894'STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS GOOD.
MB2894'
MB2894
MB2894 STATION RECOVERY (1976)
MB2894
MB2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
MB2894'RECOVERED AS DESCRIBED IN GOOD CONDITION.
MB2894'
MB2894'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
MB2894'AT AKRON.
MB2894'
|
|
|
|
|
|
|
|
|
|
|
|
2243315.5
|
495386.875
|
0101000020960E00004D45D6117A1D414187CFA3136E3C1E41
|
false
|
2011-01-12 09:06:00 -0500
|
false
|
41.02210790277777777778
|
-81.50399546388888888889
|
-81.5039954638889
|
41.0221079027776
|
2243316.13935152
|
495387.519179576
|
683764.126802598
|
150994.417834753
|
71
|
71
|
AKRON RADIO STA WAKR SW MAST
|
MB2897
|
OH
|
Summit
|
|
|
|
RADIO MAST
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - STATION MONUMENTED
HISTORY - 1951 COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD COAST AND GEODETIC SURVEY
HISTORY - 1971 GOOD NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
1
|
17.86537
|
N
|
81
|
30
|
12.39263
|
W
|
ADJUSTED
|
-33.54
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
150941.802
|
683811.245
|
0.99993946
|
+
|
0
|
39
|
16.9
|
|
MT
|
|
|
|
|
|
|
|
|
-0.49
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951
STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF THE SOUTH CORPORATION
LIMITS OF AKRON,
0.5 MILE WEST OF ARLINGTON STREET AND 0.3 MILE NORTH OF SWARTZ
ROAD. IT IS A 4 LEGGED STEEL MAST,
PAINTED ALTERNATE RED AND WHITE AND IS 305 FEET HIGH.
THE POINT OF INTERSECTION WAS THE FLASHING RED LIGHT
AT THE TOP OF THE MAST.
THIS MAST IS THE MOST SOUTHWESTERLY OF 4 MASTS (2 TALL AND 2 SHORT).
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION WAS RECOVERED IN GOOD CONDITION.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS GOOD.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2897 ***********************************************************************
MB2897 DESIGNATION - AKRON RADIO STA WAKR SW MAST
MB2897 PID - MB2897
MB2897 STATE/COUNTY- OH/SUMMIT
MB2897
MB2897 HORZ DATUM - NAD 83(1986)
MB2897 VERT DATUM - N/A
MB2897
MB2897 POSITION - 41 01 17.86537(N) 081 30 12.39263(W) ADJUSTED
MB2897 83 minus 27 - +00.20099 -00.58068 ADJUSTED
MB2897
MB2897 HEIGHT -
MB2897 ***********************************************************************
MB2897
MB2897 LAPLACE CORR- -0.49 DEFLEC90
MB2897 GEOID HEIGHT- -33.54 GEOID90
MB2897
MB2897
MB2897 HORZ ORDER - THIRD
MB2897
MB2897
MB2897.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2897.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2897
MB2897; North East Scale Converg.
MB2897;SPC OH N - 150,941.802 683,811.245 0.99993946 +0 39 16.9 MT
MB2897;UTM 17 - 4,541,280.173 457,673.491 0.99962205 -0 19 49.6 MT
MB2897
MB2897
MB2897
MB2897
MB2897 HISTORY - Year Condition Recov. By
MB2897 HISTORY - STATION MONUMENTED
MB2897 HISTORY - 1951 COAST AND GEODETIC SURVEY
MB2897 HISTORY - 1963 GOOD COAST AND GEODETIC SURVEY
MB2897 HISTORY - 1971 GOOD NATIONAL GEODETIC SURVEY
MB2897
MB2897 STATION DESCRIPTION
MB2897
MB2897'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
MB2897'STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF THE SOUTH CORPORATION
MB2897'LIMITS OF AKRON,
MB2897'0.5 MILE WEST OF ARLINGTON STREET AND 0.3 MILE NORTH OF SWARTZ
MB2897'ROAD. IT IS A 4 LEGGED STEEL MAST,
MB2897'PAINTED ALTERNATE RED AND WHITE AND IS 305 FEET HIGH.
MB2897'THE POINT OF INTERSECTION WAS THE FLASHING RED LIGHT
MB2897'AT THE TOP OF THE MAST.
MB2897'
MB2897'THIS MAST IS THE MOST SOUTHWESTERLY OF 4 MASTS (2 TALL AND 2 SHORT).
MB2897'
MB2897
MB2897 STATION RECOVERY (1963)
MB2897
MB2897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2897'THE STATION WAS RECOVERED IN GOOD CONDITION.
MB2897'
MB2897
MB2897 STATION RECOVERY (1971)
MB2897
MB2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
MB2897'STATION RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS GOOD.
MB2897'
|
|
|
|
|
|
|
|
|
|
|
|
2243471.25
|
495214.9375
|
0101000020960E00004F69005DC71D4141648A5F93BB391E41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.02162926944444444445
|
-81.50344239722222222222
|
-81.5034423972222
|
41.0216292694443
|
2243470.72657505
|
495214.893919146
|
683811.245082566
|
150941.801550145
|
72
|
72
|
AKRON RADIO STA WCUE E MAST
|
MB2871
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 19:00:00 -0500
|
TOP OF MAST
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2004 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
7
|
33.66176
|
N
|
81
|
31
|
13.59588
|
W
|
ADJUSTED
|
-33.71
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
162517.0
|
682251.322
|
0.99993966
|
+
|
0
|
38
|
36.7
|
|
MT
|
|
|
|
|
|
|
|
|
0.25
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE MAST,
LOCATED ABOUT 2.8
MILES NORTH OF DOWNTOWN AKRON, SOUTHWEST OF THE
INTERSECTION OF CUYAHOGA STREET AND
SACKET AVENUE.
IT IS A GUYED, THREE LEGGED, STEEL STRUCTURE PAINTED
IN ALTERNATE
COLORS OF INTERNATIONAL RED AND WHITE, WITH A FLASHING RED LIGHT ON
THE TOP. THE
OVERALL HEIGHT ABOVE THE GROUND IS 255 FEET.
THE MAST IS OWNED AND OPERATED
BY THE WCUE RADIO STATION OF AKRON,
OHIO.
|
2004-05-26 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2871 ***********************************************************************
MB2871 DESIGNATION - AKRON RADIO STA WCUE E MAST
MB2871 PID - MB2871
MB2871 STATE/COUNTY- OH/SUMMIT
MB2871
MB2871 HORZ DATUM - NAD 83(1986)
MB2871 VERT DATUM - N/A
MB2871
MB2871 POSITION - 41 07 33.66176(N) 081 31 13.59588(W) ADJUSTED
MB2871 83 minus 27 - +00.19790 -00.56527 ADJUSTED
MB2871
MB2871 HEIGHT -
MB2871 ***********************************************************************
MB2871
MB2871 LAPLACE CORR- 0.25 DEFLEC90
MB2871 GEOID HEIGHT- -33.71 GEOID90
MB2871
MB2871
MB2871 HORZ ORDER - THIRD
MB2871
MB2871
MB2871.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2871.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2871
MB2871; North East Scale Converg.
MB2871;SPC OH N - 162,517.000 682,251.322 0.99993966 +0 38 36.7 MT
MB2871;UTM 17 - 4,552,876.817 456,313.311 0.99962349 -0 20 32.3 MT
MB2871
MB2871
MB2871
MB2871
MB2871 HISTORY - Year Condition Recov. By
MB2871 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2871
MB2871 STATION DESCRIPTION
MB2871
MB2871'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2871'THE STATION IS THE CENTER OF THE TOP OF THE MAST,
MB2871'LOCATED ABOUT 2.8
MB2871'MILES NORTH OF DOWNTOWN AKRON, SOUTHWEST OF THE
MB2871'INTERSECTION OF CUYAHOGA STREET AND
MB2871'SACKET AVENUE.
MB2871'IT IS A GUYED, THREE LEGGED, STEEL STRUCTURE PAINTED
MB2871'IN ALTERNATE
MB2871'COLORS OF INTERNATIONAL RED AND WHITE, WITH A FLASHING RED LIGHT ON
MB2871'THE TOP. THE
MB2871'OVERALL HEIGHT ABOVE THE GROUND IS 255 FEET.
MB2871'THE MAST IS OWNED AND OPERATED
MB2871'BY THE WCUE RADIO STATION OF AKRON,
MB2871'OHIO.
MB2871'
|
|
|
|
|
|
|
|
|
|
|
|
2238352.0
|
533191.6875
|
0101000020960E000003489A70C81341416C2DE3618E452041
|
false
|
2005-03-17 05:59:00 -0500
|
false
|
41.12601715555555555556
|
-81.5204433
|
-81.5204433
|
41.1260171555554
|
2238352.87970829
|
533191.191186351
|
682251.322237731
|
162517.000107583
|
73
|
73
|
AKRON RADIO STA WCUE W MAST
|
MB2872
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 19:00:00 -0500
|
TOP OF MAST
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2004 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
7
|
32.98609
|
N
|
81
|
31
|
19.55123
|
W
|
ADJUSTED
|
-33.71
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
162494.6
|
682112.657
|
0.99993965
|
+
|
0
|
38
|
32.8
|
|
MT
|
|
|
|
|
|
|
|
|
0.24
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE MAST,
LOCATED ABOUT 2.8
MILES NORTH OF DOWNTOWN AKRON, SOUTHWEST OF THE
INTERSECTION OF CUYAHOGA STREET AND
SACKET AVENUE.
IT IS A GUYED, THREE LEGGED, STEEL STRUCTURE PAINTED
IN ALTERNATE
COLORS OF INTERNATIONAL RED AND WHITE, WITH A FLASHING RED LIGHT ON
THE TOP. THE
OVERALL HEIGHT ABOVE THE GROUND IS 255 FEET.
THE MAST IS OWNED AND OPERATED
BY THE WCUE RADIO STATION OF AKRON,
OHIO.
|
2004-05-26 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2872 ***********************************************************************
MB2872 DESIGNATION - AKRON RADIO STA WCUE W MAST
MB2872 PID - MB2872
MB2872 STATE/COUNTY- OH/SUMMIT
MB2872
MB2872 HORZ DATUM - NAD 83(1986)
MB2872 VERT DATUM - N/A
MB2872
MB2872 POSITION - 41 07 32.98609(N) 081 31 19.55123(W) ADJUSTED
MB2872 83 minus 27 - +00.19766 -00.56495 ADJUSTED
MB2872
MB2872 HEIGHT -
MB2872 ***********************************************************************
MB2872
MB2872 LAPLACE CORR- 0.24 DEFLEC90
MB2872 GEOID HEIGHT- -33.71 GEOID90
MB2872
MB2872
MB2872 HORZ ORDER - THIRD
MB2872
MB2872
MB2872.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2872.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2872
MB2872; North East Scale Converg.
MB2872;SPC OH N - 162,494.600 682,112.657 0.99993965 +0 38 32.8 MT
MB2872;UTM 17 - 4,552,856.812 456,174.324 0.99962364 -0 20 36.2 MT
MB2872
MB2872
MB2872
MB2872
MB2872 HISTORY - Year Condition Recov. By
MB2872 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2872
MB2872 STATION DESCRIPTION
MB2872
MB2872'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2872'THE STATION IS THE CENTER OF THE TOP OF THE MAST,
MB2872'LOCATED ABOUT 2.8
MB2872'MILES NORTH OF DOWNTOWN AKRON, SOUTHWEST OF THE
MB2872'INTERSECTION OF CUYAHOGA STREET AND
MB2872'SACKET AVENUE.
MB2872'IT IS A GUYED, THREE LEGGED, STEEL STRUCTURE PAINTED
MB2872'IN ALTERNATE
MB2872'COLORS OF INTERNATIONAL RED AND WHITE, WITH A FLASHING RED LIGHT ON
MB2872'THE TOP. THE
MB2872'OVERALL HEIGHT ABOVE THE GROUND IS 255 FEET.
MB2872'THE MAST IS OWNED AND OPERATED
MB2872'BY THE WCUE RADIO STATION OF AKRON,
MB2872'OHIO.
MB2872'
|
|
|
|
|
|
|
|
|
|
|
|
2237898.75
|
533117.125
|
0101000020960E0000DC7777F8E4124141E509B966FB442041
|
false
|
2005-03-17 06:04:00 -0500
|
false
|
41.12582946944444444445
|
-81.52209756388888888889
|
-81.5220975638889
|
41.1258294694443
|
2237897.94114588
|
533117.700630483
|
682112.656686577
|
162494.600141356
|
76
|
76
|
AKRON SACKS ELECTRIC CO TANK
|
MB2890
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
3
|
55.92129
|
N
|
81
|
30
|
11.5373
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
155817.21
|
683775.504
|
0.99993914
|
+
|
0
|
39
|
17.4
|
|
MT
|
|
|
|
|
|
|
|
|
-0.33
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ON
THE ROOF OF THE
SACKS ELECTRIC COMPANY AT 711 JOHNSON STREET, ABOUT 1-1/4 MILES
SOUTH- SOUTHEAST OF DOWNTOWN AKRON.
THE TANK IS LOCATED NEAR THE CENTER OF THE ROOF OF THE
BUILDING, ON THE TOP OF A 4 LEGGED CONCRETE
STRUCTURE. IT IS A WOODEN TANK PAINTED
BLACK. THE OVERALL HEIGHT ABOVE THE GROUND IS 170 FEET.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2890 ***********************************************************************
MB2890 DESIGNATION - AKRON SACKS ELECTRIC CO TANK
MB2890 PID - MB2890
MB2890 STATE/COUNTY- OH/SUMMIT
MB2890
MB2890 HORZ DATUM - NAD 83(1986)
MB2890 VERT DATUM - N/A
MB2890
MB2890 POSITION - 41 03 55.92129(N) 081 30 11.53730(W) ADJUSTED
MB2890 83 minus 27 - +00.20006 -00.57564 ADJUSTED
MB2890
MB2890 HEIGHT -
MB2890 ***********************************************************************
MB2890
MB2890 LAPLACE CORR- -0.33 DEFLEC90
MB2890 GEOID HEIGHT- -33.60 GEOID90
MB2890
MB2890
MB2890 HORZ ORDER - THIRD
MB2890
MB2890
MB2890.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2890.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2890
MB2890; North East Scale Converg.
MB2890;SPC OH N - 155,817.210 683,775.504 0.99993914 +0 39 17.4 MT
MB2890;UTM 17 - 4,546,153.928 457,721.575 0.99962200 -0 19 50.1 MT
MB2890
MB2890
MB2890
MB2890
MB2890 HISTORY - Year Condition Recov. By
MB2890 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2890
MB2890 STATION DESCRIPTION
MB2890
MB2890'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2890'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED ON
MB2890'THE ROOF OF THE
MB2890'SACKS ELECTRIC COMPANY AT 711 JOHNSON STREET, ABOUT 1-1/4 MILES
MB2890'SOUTH- SOUTHEAST OF DOWNTOWN AKRON.
MB2890'THE TANK IS LOCATED NEAR THE CENTER OF THE ROOF OF THE
MB2890'BUILDING, ON THE TOP OF A 4 LEGGED CONCRETE
MB2890'STRUCTURE. IT IS A WOODEN TANK PAINTED
MB2890'BLACK. THE OVERALL HEIGHT ABOVE THE GROUND IS 170 FEET.
MB2890'
|
|
|
|
|
|
|
|
|
|
|
|
2243353.5
|
511209.9375
|
0101000020960E0000AD18A9BB8C1D4141C6B5572FA9331F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.06553369166666666667
|
-81.50320480555555555556
|
-81.5032048055556
|
41.0655336916665
|
2243353.46609791
|
511210.296233025
|
683775.504017651
|
155817.209926229
|
77
|
77
|
AKRON ST BERNARDS CH N SPIRE
|
MB2922
|
OH
|
Summit
|
|
|
|
CHURCH SPIRE
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
41.45961
|
N
|
81
|
31
|
5.32326
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
157207.589
|
682504.068
|
0.99993916
|
+
|
0
|
38
|
42.1
|
|
MT
|
|
|
|
|
|
|
|
|
-0.24
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
AT THE NORTHWEST
ANGLE OF THE INTERSECTION OF STATE STREET AND BROADWAY. IT IS A
BLACK SHINGLED ROOF SPIRE WITH A
LARGE GOLD COLORED CROSS AT THE TOP, AND IS LOCATED ON THE
NORTHEAST CORNER OF THE CHURCH. THE OVERALL
HEIGHT IS 130 FEET.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2922 ***********************************************************************
MB2922 DESIGNATION - AKRON ST BERNARDS CH N SPIRE
MB2922 PID - MB2922
MB2922 STATE/COUNTY- OH/SUMMIT
MB2922
MB2922 HORZ DATUM - NAD 83(1986)
MB2922 VERT DATUM - N/A
MB2922
MB2922 POSITION - 41 04 41.45961(N) 081 31 05.32326(W) ADJUSTED
MB2922 83 minus 27 - +00.19885 -00.57210 ADJUSTED
MB2922
MB2922 HEIGHT -
MB2922 ***********************************************************************
MB2922
MB2922 LAPLACE CORR- -0.24 DEFLEC90
MB2922 GEOID HEIGHT- -33.62 GEOID90
MB2922
MB2922
MB2922 HORZ ORDER - THIRD
MB2922
MB2922
MB2922.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2922.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2922
MB2922; North East Scale Converg.
MB2922;SPC OH N - 157,207.589 682,504.068 0.99993916 +0 38 42.1 MT
MB2922;UTM 17 - 4,547,565.522 456,474.634 0.99962332 -0 20 25.7 MT
MB2922
MB2922
MB2922
MB2922
MB2922 HISTORY - Year Condition Recov. By
MB2922 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2922
MB2922 STATION DESCRIPTION
MB2922
MB2922'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2922'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
MB2922'AT THE NORTHWEST
MB2922'ANGLE OF THE INTERSECTION OF STATE STREET AND BROADWAY. IT IS A
MB2922'BLACK SHINGLED ROOF SPIRE WITH A
MB2922'LARGE GOLD COLORED CROSS AT THE TOP, AND IS LOCATED ON THE
MB2922'NORTHEAST CORNER OF THE CHURCH. THE OVERALL
MB2922'HEIGHT IS 130 FEET.
MB2922'
|
|
|
|
|
|
|
|
|
|
|
|
2239182.75
|
515771.53125
|
0101000020960E0000958B490C67154141259FC098EF7A1F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.078183225
|
-81.51814535
|
-81.51814535
|
41.0781832249998
|
2239182.09599442
|
515771.899172293
|
682504.067867236
|
157207.589282876
|
78
|
78
|
AKRON ST BERNARDS CH S SPIRE
|
MB2916
|
OH
|
Summit
|
|
|
|
CHURCH SPIRE
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
40.9481
|
N
|
81
|
31
|
5.67319
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
157191.72
|
682496.078
|
0.99993916
|
+
|
0
|
38
|
41.9
|
|
MT
|
|
|
|
|
|
|
|
|
-0.24
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
AT THE NORTHWEST
ANGLE OF THE INTERSECTION OF STATE STREET AND BROADWAY. IT IS A
BLACK SHINGLED ROOF SPIRE WITH A
LARGE GOLD COLORED CROSS AT THE TOP, AND IS LOCATED ON THE
SOUTHEAST CORNER OF THE CHURCH. THE OVERALL
HEIGHT IS 130 FEET.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2916 ***********************************************************************
MB2916 DESIGNATION - AKRON ST BERNARDS CH S SPIRE
MB2916 PID - MB2916
MB2916 STATE/COUNTY- OH/SUMMIT
MB2916
MB2916 HORZ DATUM - NAD 83(1986)
MB2916 VERT DATUM - N/A
MB2916
MB2916 POSITION - 41 04 40.94810(N) 081 31 05.67319(W) ADJUSTED
MB2916 83 minus 27 - +00.19884 -00.57300 ADJUSTED
MB2916
MB2916 HEIGHT -
MB2916 ***********************************************************************
MB2916
MB2916 LAPLACE CORR- -0.24 DEFLEC90
MB2916 GEOID HEIGHT- -33.62 GEOID90
MB2916
MB2916
MB2916 HORZ ORDER - THIRD
MB2916
MB2916
MB2916.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2916.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2916
MB2916; North East Scale Converg.
MB2916;SPC OH N - 157,191.720 682,496.078 0.99993916 +0 38 41.9 MT
MB2916;UTM 17 - 4,547,549.798 456,466.375 0.99962332 -0 20 25.9 MT
MB2916
MB2916
MB2916
MB2916
MB2916 HISTORY - Year Condition Recov. By
MB2916 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2916
MB2916 STATION DESCRIPTION
MB2916
MB2916'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2916'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED
MB2916'AT THE NORTHWEST
MB2916'ANGLE OF THE INTERSECTION OF STATE STREET AND BROADWAY. IT IS A
MB2916'BLACK SHINGLED ROOF SPIRE WITH A
MB2916'LARGE GOLD COLORED CROSS AT THE TOP, AND IS LOCATED ON THE
MB2916'SOUTHEAST CORNER OF THE CHURCH. THE OVERALL
MB2916'HEIGHT IS 130 FEET.
MB2916'
|
|
|
|
|
|
|
|
|
|
|
|
2239156.0
|
515719.8125
|
0101000020960E00004A16F7F059154141B20745561F7A1F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.07804113888888888889
|
-81.51824255277777777778
|
-81.5182425527778
|
41.0780411388887
|
2239155.8825405
|
515719.834247704
|
682496.0779905
|
157191.719862123
|
82
|
82
|
AKRON ST MARYS CHURCH SPIRE
|
MB2905
|
OH
|
Summit
|
|
|
|
CHURCH SPIRE
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
3
|
58.05202
|
N
|
81
|
31
|
38.05791
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
155860.125
|
681754.964
|
0.99993914
|
+
|
0
|
38
|
20.6
|
|
MT
|
|
|
|
|
|
|
|
|
-0.32
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE CROSS ON THE TOP, LOCATED
ABOUT 1.2 MILES
SOUTH-SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, AT THE CORNER
OF WEST THORNTON STREET AND PRINCE
STREET. IT IS A WHITE CEMENT BLOCK, CHURCH SPIRE
WITH A BLACK CROSS ON TOP. IT IS APPROXIMATELY 120
FEET HIGH.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2905 ***********************************************************************
MB2905 DESIGNATION - AKRON ST MARYS CHURCH SPIRE
MB2905 PID - MB2905
MB2905 STATE/COUNTY- OH/SUMMIT
MB2905
MB2905 HORZ DATUM - NAD 83(1986)
MB2905 VERT DATUM - N/A
MB2905
MB2905 POSITION - 41 03 58.05202(N) 081 31 38.05791(W) ADJUSTED
MB2905 83 minus 27 - +00.19839 -00.57259 ADJUSTED
MB2905
MB2905 HEIGHT -
MB2905 ***********************************************************************
MB2905
MB2905 LAPLACE CORR- -0.32 DEFLEC90
MB2905 GEOID HEIGHT- -33.60 GEOID90
MB2905
MB2905
MB2905 HORZ ORDER - THIRD
MB2905
MB2905
MB2905.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2905.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2905
MB2905; North East Scale Converg.
MB2905;SPC OH N - 155,860.125 681,754.964 0.99993914 +0 38 20.6 MT
MB2905;UTM 17 - 4,546,231.561 455,702.709 0.99962415 -0 20 46.9 MT
MB2905
MB2905
MB2905
MB2905
MB2905 HISTORY - Year Condition Recov. By
MB2905 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2905
MB2905 STATION DESCRIPTION
MB2905
MB2905'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2905'THE STATION IS THE CENTER OF THE CROSS ON THE TOP, LOCATED
MB2905'ABOUT 1.2 MILES
MB2905'SOUTH-SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, AT THE CORNER
MB2905'OF WEST THORNTON STREET AND PRINCE
MB2905'STREET. IT IS A WHITE CEMENT BLOCK, CHURCH SPIRE
MB2905'WITH A BLACK CROSS ON TOP. IT IS APPROXIMATELY 120
MB2905'FEET HIGH.
MB2905'
|
|
|
|
|
|
|
|
|
|
|
|
2236724.75
|
511350.5
|
0101000020960E00007B9E6F349A104141CB4D2B5EDC351F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.06612556111111111111
|
-81.52723830833333333334
|
-81.5272383083333
|
41.066125561111
|
2236724.40965634
|
511351.091962066
|
681754.96357318
|
155860.124550271
|
83
|
83
|
AKRON ST PAULS EPIS CH SPIRE
|
MB2919
|
OH
|
Summit
|
|
|
|
CHURCH SPIRE
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
6
|
21.20623
|
N
|
81
|
33
|
33.65389
|
W
|
ADJUSTED
|
-33.67
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
160246.127
|
679008.785
|
0.99993936
|
+
|
0
|
37
|
4.7
|
|
MT
|
|
|
|
|
|
|
|
|
-0.33
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE GOLD CROSS ON THE TOP.
IT IS A WHITE
SPIRE WITH A BLACK TOP AND A GOLD CROSS ON THE TOP. IT IS
APPROXIMATELY 120 FEET HIGH. IT IS
LOCATED NORTH OF WEST MARKET STREET, AT THE CORNER OF KENILWORTH
DRIVE.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2919 ***********************************************************************
MB2919 DESIGNATION - AKRON ST PAULS EPIS CH SPIRE
MB2919 PID - MB2919
MB2919 STATE/COUNTY- OH/SUMMIT
MB2919
MB2919 HORZ DATUM - NAD 83(1986)
MB2919 VERT DATUM - N/A
MB2919
MB2919 POSITION - 41 06 21.20623(N) 081 33 33.65389(W) ADJUSTED
MB2919 83 minus 27 - +00.19535 -00.56297 ADJUSTED
MB2919
MB2919 HEIGHT -
MB2919 ***********************************************************************
MB2919
MB2919 LAPLACE CORR- -0.33 DEFLEC90
MB2919 GEOID HEIGHT- -33.67 GEOID90
MB2919
MB2919
MB2919 HORZ ORDER - THIRD
MB2919
MB2919
MB2919.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2919.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2919
MB2919; North East Scale Converg.
MB2919;SPC OH N - 160,246.127 679,008.785 0.99993936 +0 37 04.7 MT
MB2919;UTM 17 - 4,550,662.761 453,033.216 0.99962715 -0 22 03.9 MT
MB2919
MB2919
MB2919
MB2919
MB2919 HISTORY - Year Condition Recov. By
MB2919 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2919
MB2919 STATION DESCRIPTION
MB2919
MB2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2919'THE STATION IS THE CENTER OF THE GOLD CROSS ON THE TOP.
MB2919'IT IS A WHITE
MB2919'SPIRE WITH A BLACK TOP AND A GOLD CROSS ON THE TOP. IT IS
MB2919'APPROXIMATELY 120 FEET HIGH. IT IS
MB2919'LOCATED NORTH OF WEST MARKET STREET, AT THE CORNER OF KENILWORTH
MB2919'DRIVE.
MB2919'
|
|
|
|
|
|
|
|
|
|
|
|
2227714.5
|
525741.375
|
0101000020960E00009FF41A5401FF4041FAFF3DAC590B2041
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.10589061944444444444
|
-81.55934830277777777778
|
-81.5593483027778
|
41.1058906194443
|
2227714.65707262
|
525740.836410522
|
679008.785493305
|
160246.127430166
|
84
|
84
|
AKRON ST SEBASTIANS CH SPIRE
|
MB2879
|
OH
|
Summit
|
|
|
|
CHURCH SPIRE
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
5
|
57.0505
|
N
|
81
|
33
|
58.79252
|
W
|
ADJUSTED
|
-33.65
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
159494.736
|
678430.261
|
0.99993929
|
+
|
0
|
36
|
48.1
|
|
MT
|
|
|
|
|
|
|
|
|
-0.39
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE GOLD CROSS ON THE TOP. IT IS A FOUR
SIDED YELLOW BRICK SPIRE WITH WHITE CEMENT BLOCKS ON TOP AND
A GOLD CROSS ON THE TOP. IT IS APPROXIMATELY 120 FEET HIGH. IT IS
LOCATED WEST OF THE INTERSECTION OF GREENWOOD AVENUE
AND MULL AVENUE.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2879 ***********************************************************************
MB2879 DESIGNATION - AKRON ST SEBASTIANS CH SPIRE
MB2879 PID - MB2879
MB2879 STATE/COUNTY- OH/SUMMIT
MB2879
MB2879 HORZ DATUM - NAD 83(1986)
MB2879 VERT DATUM - N/A
MB2879
MB2879 POSITION - 41 05 57.05050(N) 081 33 58.79252(W) ADJUSTED
MB2879 83 minus 27 - +00.19524 -00.56302 ADJUSTED
MB2879
MB2879 HEIGHT -
MB2879 ***********************************************************************
MB2879
MB2879 LAPLACE CORR- -0.39 DEFLEC90
MB2879 GEOID HEIGHT- -33.65 GEOID90
MB2879
MB2879
MB2879 HORZ ORDER - THIRD
MB2879
MB2879
MB2879.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2879.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2879
MB2879; North East Scale Converg.
MB2879;SPC OH N - 159,494.736 678,430.261 0.99993929 +0 36 48.1 MT
MB2879;UTM 17 - 4,549,921.664 452,442.036 0.99962784 -0 22 20.3 MT
MB2879
MB2879
MB2879
MB2879
MB2879 HISTORY - Year Condition Recov. By
MB2879 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2879
MB2879 STATION DESCRIPTION
MB2879
MB2879'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2879'THE STATION IS THE CENTER OF THE GOLD CROSS ON THE TOP. IT IS A FOUR
MB2879'SIDED YELLOW BRICK SPIRE WITH WHITE CEMENT BLOCKS ON TOP AND
MB2879'A GOLD CROSS ON THE TOP. IT IS APPROXIMATELY 120 FEET HIGH. IT IS
MB2879'LOCATED WEST OF THE INTERSECTION OF GREENWOOD AVENUE
MB2879'AND MULL AVENUE.
MB2879'
|
|
|
|
|
|
|
|
|
|
|
|
2225817.0
|
523276.1875
|
0101000020960E00005193A64E4CFB404119BC87962EF01F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.09918069444444444444
|
-81.56633125555555555556
|
-81.5663312555556
|
41.0991806944443
|
2225816.61445848
|
523275.647002162
|
678430.260947466
|
159494.736195714
|
85
|
85
|
AKRON STOCKBRIDGE RD MUN SPIPE
|
MB2928
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
6
|
33.0152
|
N
|
81
|
35
|
24.8853
|
W
|
ADJUSTED
|
-33.67
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
160582.848
|
676409.878
|
0.9999394
|
+
|
0
|
35
|
51.6
|
|
MT
|
|
|
|
|
|
|
|
|
-0.36
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF STANDPIPE, LOCATED
ABOUT 4-1/4 MILES
NORTHWEST OF DOWNTOWN AKRON, ABOUT 1/2 MILE SOUTHWEST OF WEST MARKET
STREET, 0.1 MILE NORTHWEST OF THE
AKRON, CANTON AND YOUNGSTOWN RAILROAD. IT IS A STEEL
STRUCTURE PAINTED SILVER. THE OVERALL HEIGHT IS 100
FEET.
TO REACH FROM THE INTERSECTION OF WEST MARKET STREET AND HALIFAX
ROAD, GO SOUTHWEST ON HALIFAX
ROAD 0.35 MILE TO THE INTERSECTION WITH FAIRLAWN BOULEVARD. TURN
LEFT AND GO EAST AND SOUTH ON
FAIRLAWN BOULEVARD FOR 0.35 MILE TO THE STATION ON THE LEFT.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2928 ***********************************************************************
MB2928 DESIGNATION - AKRON STOCKBRIDGE RD MUN SPIPE
MB2928 PID - MB2928
MB2928 STATE/COUNTY- OH/SUMMIT
MB2928
MB2928 HORZ DATUM - NAD 83(1986)
MB2928 VERT DATUM - N/A
MB2928
MB2928 POSITION - 41 06 33.01520(N) 081 35 24.88530(W) ADJUSTED
MB2928 83 minus 27 - +00.19333 -00.55663 ADJUSTED
MB2928
MB2928 HEIGHT -
MB2928 ***********************************************************************
MB2928
MB2928 LAPLACE CORR- -0.36 DEFLEC90
MB2928 GEOID HEIGHT- -33.67 GEOID90
MB2928
MB2928
MB2928 HORZ ORDER - THIRD
MB2928
MB2928
MB2928.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2928.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2928
MB2928; North East Scale Converg.
MB2928;SPC OH N - 160,582.848 676,409.878 0.99993940 +0 35 51.6 MT
MB2928;UTM 17 - 4,551,044.024 450,441.291 0.99963023 -0 23 17.1 MT
MB2928
MB2928
MB2928
MB2928
MB2928 HISTORY - Year Condition Recov. By
MB2928 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2928
MB2928 STATION DESCRIPTION
MB2928
MB2928'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2928'THE STATION IS THE CENTER OF THE TOP OF STANDPIPE, LOCATED
MB2928'ABOUT 4-1/4 MILES
MB2928'NORTHWEST OF DOWNTOWN AKRON, ABOUT 1/2 MILE SOUTHWEST OF WEST MARKET
MB2928'STREET, 0.1 MILE NORTHWEST OF THE
MB2928'AKRON, CANTON AND YOUNGSTOWN RAILROAD. IT IS A STEEL
MB2928'STRUCTURE PAINTED SILVER. THE OVERALL HEIGHT IS 100
MB2928'FEET.
MB2928'
MB2928'TO REACH FROM THE INTERSECTION OF WEST MARKET STREET AND HALIFAX
MB2928'ROAD, GO SOUTHWEST ON HALIFAX
MB2928'ROAD 0.35 MILE TO THE INTERSECTION WITH FAIRLAWN BOULEVARD. TURN
MB2928'LEFT AND GO EAST AND SOUTH ON
MB2928'FAIRLAWN BOULEVARD FOR 0.35 MILE TO THE STATION ON THE LEFT.
MB2928'
|
|
|
|
|
|
|
|
|
|
|
|
2219187.5
|
526844.875
|
0101000020960E00002C0667095AEE4041A76B791FFB132041
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.10917088888888888889
|
-81.59024591666666666666
|
-81.5902459166667
|
41.1091708888887
|
2219188.07345655
|
526845.56147324
|
676409.87760931
|
160582.848302723
|
86
|
86
|
AKRON TV STATION WAKR MAST
|
MB2920
|
OH
|
Summit
|
|
|
|
RADIO MAST
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
56.59946
|
N
|
81
|
31
|
6.05256
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
157674.385
|
682481.789
|
0.99993917
|
+
|
0
|
38
|
41.6
|
|
MT
|
|
|
|
|
|
|
|
|
-0.21
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ON
THE ROOF OF THE
FIRST NATIONAL BANK BUILDING AT THE INTERSECTION OF EAST MILL AND
SOUTH MAIN STREETS. IT IS A 3
LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
ORANGE AND WHITE. THE OVERALL HEIGHT ABOVE
THE GROUND IS 488 FEET.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2920 ***********************************************************************
MB2920 DESIGNATION - AKRON TV STATION WAKR MAST
MB2920 PID - MB2920
MB2920 STATE/COUNTY- OH/SUMMIT
MB2920
MB2920 HORZ DATUM - NAD 83(1986)
MB2920 VERT DATUM - N/A
MB2920
MB2920 POSITION - 41 04 56.59946(N) 081 31 06.05256(W) ADJUSTED
MB2920 83 minus 27 - +00.19903 -00.57149 ADJUSTED
MB2920
MB2920 HEIGHT -
MB2920 ***********************************************************************
MB2920
MB2920 LAPLACE CORR- -0.21 DEFLEC90
MB2920 GEOID HEIGHT- -33.63 GEOID90
MB2920
MB2920
MB2920 HORZ ORDER - THIRD
MB2920
MB2920
MB2920.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2920.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2920
MB2920; North East Scale Converg.
MB2920;SPC OH N - 157,674.385 682,481.789 0.99993917 +0 38 41.6 MT
MB2920;UTM 17 - 4,548,032.484 456,460.392 0.99962333 -0 20 26.3 MT
MB2920
MB2920
MB2920
MB2920
MB2920 HISTORY - Year Condition Recov. By
MB2920 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2920
MB2920 STATION DESCRIPTION
MB2920
MB2920'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2920'THE STATION IS THE CENTER OF THE TOP OF THE MAST, LOCATED ON
MB2920'THE ROOF OF THE
MB2920'FIRST NATIONAL BANK BUILDING AT THE INTERSECTION OF EAST MILL AND
MB2920'SOUTH MAIN STREETS. IT IS A 3
MB2920'LEGGED STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF INTERNATIONAL
MB2920'ORANGE AND WHITE. THE OVERALL HEIGHT ABOVE
MB2920'THE GROUND IS 488 FEET.
MB2920'
|
|
|
|
|
|
|
|
|
|
|
|
2239108.75
|
517303.78125
|
0101000020960E0000C6887C8042154141BDA70383DD921F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.08238873888888888889
|
-81.51834793333333333334
|
-81.5183479333333
|
41.0823887388887
|
2239109.00380048
|
517303.377943631
|
682481.789321966
|
157674.38494597
|
87
|
87
|
AKRON WESTMINSTER PRESB SPIRE
|
MB2886
|
OH
|
Summit
|
|
|
|
CHURCH SPIRE
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
5
|
56.90082
|
N
|
81
|
33
|
21.86369
|
W
|
ADJUSTED
|
-33.65
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
159499.395
|
679291.973
|
0.99993929
|
+
|
0
|
37
|
12.4
|
|
MT
|
|
|
|
|
|
|
|
|
-0.36
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE GOLD CROSS ON THE TOP.
IT IS A WHITE
SPIRE WITH A GOLD CROSS ON THE TOP, AND IS APPROXIMATELY 120 FEET
HIGH. IT IS LOCATED SOUTH OF
THE INTERSECTION OF WEST EXCHANGE AND MULL STREET.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2886 ***********************************************************************
MB2886 DESIGNATION - AKRON WESTMINSTER PRESB SPIRE
MB2886 PID - MB2886
MB2886 STATE/COUNTY- OH/SUMMIT
MB2886
MB2886 HORZ DATUM - NAD 83(1986)
MB2886 VERT DATUM - N/A
MB2886
MB2886 POSITION - 41 05 56.90082(N) 081 33 21.86369(W) ADJUSTED
MB2886 83 minus 27 - +00.19544 -00.56413 ADJUSTED
MB2886
MB2886 HEIGHT -
MB2886 ***********************************************************************
MB2886
MB2886 LAPLACE CORR- -0.36 DEFLEC90
MB2886 GEOID HEIGHT- -33.65 GEOID90
MB2886
MB2886
MB2886 HORZ ORDER - THIRD
MB2886
MB2886
MB2886.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2886.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2886
MB2886; North East Scale Converg.
MB2886;SPC OH N - 159,499.395 679,291.973 0.99993929 +0 37 12.4 MT
MB2886;UTM 17 - 4,549,911.502 453,303.432 0.99962684 -0 21 56.0 MT
MB2886
MB2886
MB2886
MB2886
MB2886 HISTORY - Year Condition Recov. By
MB2886 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2886
MB2886 STATION DESCRIPTION
MB2886
MB2886'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2886'THE STATION IS THE CENTER OF THE GOLD CROSS ON THE TOP.
MB2886'IT IS A WHITE
MB2886'SPIRE WITH A GOLD CROSS ON THE TOP, AND IS APPROXIMATELY 120 FEET
MB2886'HIGH. IT IS LOCATED SOUTH OF
MB2886'THE INTERSECTION OF WEST EXCHANGE AND MULL STREET.
MB2886'
|
|
|
|
|
|
|
|
|
|
|
|
2228643.0
|
523291.3125
|
0101000020960E00004F9EC9DFD1004141DBA44FB96BF01F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.09913911666666666666
|
-81.55607324722222222222
|
-81.5560732472222
|
41.0991391166665
|
2228643.74834041
|
523290.93096788
|
679291.973078101
|
159499.394757781
|
88
|
88
|
AKRON WOOSTER AVE MUN SPIPE
|
MB2880
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
13.86284
|
N
|
81
|
33
|
8.62739
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
156324.531
|
679635.349
|
0.99993914
|
+
|
0
|
37
|
21.1
|
|
MT
|
|
|
|
|
|
|
|
|
-0.36
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, ON A HIGH
HILL 0.05 MILE
NORTH OF WOOSTER AVENUE, 0.25 MILE WEST OF THE INTERSECTION OF
WOOSTER AVENUE AND EAST AVENUE,
AND AT THE WEST EDGE OF A SMALL BALL PARK. IT IS A STEEL STRUCTURE
PAINTED GRAY. THE OVERALL HEIGHT IS 100
FEET.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2880 ***********************************************************************
MB2880 DESIGNATION - AKRON WOOSTER AVE MUN SPIPE
MB2880 PID - MB2880
MB2880 STATE/COUNTY- OH/SUMMIT
MB2880
MB2880 HORZ DATUM - NAD 83(1986)
MB2880 VERT DATUM - N/A
MB2880
MB2880 POSITION - 41 04 13.86284(N) 081 33 08.62739(W) ADJUSTED
MB2880 83 minus 27 - +00.19649 -00.56871 ADJUSTED
MB2880
MB2880 HEIGHT -
MB2880 ***********************************************************************
MB2880
MB2880 LAPLACE CORR- -0.36 DEFLEC90
MB2880 GEOID HEIGHT- -33.60 GEOID90
MB2880
MB2880
MB2880 HORZ ORDER - THIRD
MB2880
MB2880
MB2880.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2880.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2880
MB2880; North East Scale Converg.
MB2880;SPC OH N - 156,324.531 679,635.349 0.99993914 +0 37 21.1 MT
MB2880;UTM 17 - 4,546,732.195 453,592.058 0.99962651 -0 21 46.5 MT
MB2880
MB2880
MB2880
MB2880
MB2880 HISTORY - Year Condition Recov. By
MB2880 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2880
MB2880 STATION DESCRIPTION
MB2880
MB2880'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2880'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, ON A HIGH
MB2880'HILL 0.05 MILE
MB2880'NORTH OF WOOSTER AVENUE, 0.25 MILE WEST OF THE INTERSECTION OF
MB2880'WOOSTER AVENUE AND EAST AVENUE,
MB2880'AND AT THE WEST EDGE OF A SMALL BALL PARK. IT IS A STEEL STRUCTURE
MB2880'PAINTED GRAY. THE OVERALL HEIGHT IS 100
MB2880'FEET.
MB2880'
|
|
|
|
|
|
|
|
|
|
|
|
2229769.75
|
512875.09375
|
0101000020960E0000576E89270503414191FD77ECAA4D1F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.07051745555555555556
|
-81.55239649722222222222
|
-81.5523964972222
|
41.0705174555554
|
2229770.30888156
|
512874.730926477
|
679635.349417798
|
156324.530635434
|
89
|
89
|
AKRON WOOSTER AVE MUN TANK
|
MB2884
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
14.09643
|
N
|
81
|
33
|
7.16254
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
156332.107
|
679669.465
|
0.99993914
|
+
|
0
|
37
|
22.1
|
|
MT
|
|
|
|
|
|
|
|
|
-0.36
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS LOCATED ON A HIGH HILL IN
THE W EDGE OF THE
CITY OF AKRON. IT IS AN EIGHT-LEGGED STEEL
WATER TANK ABOUT 150 FEET HIGH AND
PAINTED DARK GREEN. IT IS
ABOUT 100 FEET E OF A LARGE STANDPIPE. THE POINT
OBSERVED ON WAS
THE SMALL BALL ON TOP OF THE TANK.
TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 21 AND STATE HIGHWAY
261, GO E ON
HIGHWAY 261 (WOOSTER AVENUE) FOR 4.75 MILES TO
WOOSTER AVENUE TANK ON THE
LEFT.
THIS IS AN INTERSECTION STATION.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION WAS RECOVERED IN GOOD CONDITION. THE TANK IS NOW PAINTED
BLACK. THE DESCRIPTIONS ARE
ADEQUATE.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2884 ***********************************************************************
MB2884 DESIGNATION - AKRON WOOSTER AVE MUN TANK
MB2884 PID - MB2884
MB2884 STATE/COUNTY- OH/SUMMIT
MB2884
MB2884 HORZ DATUM - NAD 83(1986)
MB2884 VERT DATUM - N/A
MB2884
MB2884 POSITION - 41 04 14.09643(N) 081 33 07.16254(W) ADJUSTED
MB2884 83 minus 27 - +00.19686 -00.56860 ADJUSTED
MB2884
MB2884 HEIGHT -
MB2884 ***********************************************************************
MB2884
MB2884 LAPLACE CORR- -0.36 DEFLEC90
MB2884 GEOID HEIGHT- -33.60 GEOID90
MB2884
MB2884
MB2884 HORZ ORDER - THIRD
MB2884
MB2884
MB2884.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2884.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2884
MB2884; North East Scale Converg.
MB2884;SPC OH N - 156,332.107 679,669.465 0.99993914 +0 37 22.1 MT
MB2884;UTM 17 - 4,546,739.182 453,626.289 0.99962647 -0 21 45.6 MT
MB2884
MB2884
MB2884
MB2884
MB2884 HISTORY - Year Condition Recov. By
MB2884 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2884 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB2884
MB2884 STATION DESCRIPTION
MB2884
MB2884'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2884'STATION IS LOCATED ON A HIGH HILL IN
MB2884'THE W EDGE OF THE
MB2884'CITY OF AKRON. IT IS AN EIGHT-LEGGED STEEL
MB2884'WATER TANK ABOUT 150 FEET HIGH AND
MB2884'PAINTED DARK GREEN. IT IS
MB2884'ABOUT 100 FEET E OF A LARGE STANDPIPE. THE POINT
MB2884'OBSERVED ON WAS
MB2884'THE SMALL BALL ON TOP OF THE TANK.
MB2884'
MB2884'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 21 AND STATE HIGHWAY
MB2884'261, GO E ON
MB2884'HIGHWAY 261 (WOOSTER AVENUE) FOR 4.75 MILES TO
MB2884'WOOSTER AVENUE TANK ON THE
MB2884'LEFT.
MB2884'
MB2884'THIS IS AN INTERSECTION STATION.
MB2884'
MB2884
MB2884 STATION RECOVERY (1963)
MB2884
MB2884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2884'THE STATION WAS RECOVERED IN GOOD CONDITION. THE TANK IS NOW PAINTED
MB2884'BLACK. THE DESCRIPTIONS ARE
MB2884'ADEQUATE.
MB2884'
|
|
|
|
|
|
|
|
|
|
|
|
2229883.0
|
512899.96875
|
0101000020960E0000D4CB651E3D034141DB89F35A0E4E1F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.07058234166666666667
|
-81.55198959444444444444
|
-81.5519895944445
|
41.0705823416665
|
2229882.23748157
|
512899.588819651
|
679669.465323314
|
156332.107336428
|
90
|
90
|
AKRON WYANT RD MUN SPIPE
|
MB2929
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
7
|
15.59851
|
N
|
81
|
36
|
23.72853
|
W
|
ADJUSTED
|
-33.69
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
161882.158
|
675023.632
|
0.99993957
|
+
|
0
|
35
|
12.9
|
|
MT
|
|
|
|
|
|
|
|
|
-0.37
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE RED LIGHT AT THE CENTER OF THE
TOP OF THE
STANDPIPE LOCATED ABOUT 5-1/2 MILES NORTHWEST OF DOWNTOWN AKRON, 0.15
MILE EAST OF MILLER ROAD AND 0.35 MILE
SOUTHWEST OF WEST MARKET STREET. IT IS A STANDARD METAL
STANDPIPE PAINTED GRAY WITH A RED AND WHITE
CHECKERED TOP. IT HAS A BLINKING RED LIGHT AT
THE TOP AND IS APPROXIMATELY 130 FEET HIGH.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2929 ***********************************************************************
MB2929 DESIGNATION - AKRON WYANT RD MUN SPIPE
MB2929 PID - MB2929
MB2929 STATE/COUNTY- OH/SUMMIT
MB2929
MB2929 HORZ DATUM - NAD 83(1986)
MB2929 VERT DATUM - N/A
MB2929
MB2929 POSITION - 41 07 15.59851(N) 081 36 23.72853(W) ADJUSTED
MB2929 83 minus 27 - +00.19046 -00.55473 ADJUSTED
MB2929
MB2929 HEIGHT -
MB2929 ***********************************************************************
MB2929
MB2929 LAPLACE CORR- -0.37 DEFLEC90
MB2929 GEOID HEIGHT- -33.69 GEOID90
MB2929
MB2929
MB2929 HORZ ORDER - THIRD
MB2929
MB2929
MB2929.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2929.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2929
MB2929; North East Scale Converg.
MB2929;SPC OH N - 161,882.158 675,023.632 0.99993957 +0 35 12.9 MT
MB2929;UTM 17 - 4,552,366.583 449,078.026 0.99963191 -0 23 56.2 MT
MB2929
MB2929
MB2929
MB2929
MB2929 HISTORY - Year Condition Recov. By
MB2929 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2929
MB2929 STATION DESCRIPTION
MB2929
MB2929'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2929'THE STATION IS THE CENTER OF THE RED LIGHT AT THE CENTER OF THE
MB2929'TOP OF THE
MB2929'STANDPIPE LOCATED ABOUT 5-1/2 MILES NORTHWEST OF DOWNTOWN AKRON, 0.15
MB2929'MILE EAST OF MILLER ROAD AND 0.35 MILE
MB2929'SOUTHWEST OF WEST MARKET STREET. IT IS A STANDARD METAL
MB2929'STANDPIPE PAINTED GRAY WITH A RED AND WHITE
MB2929'CHECKERED TOP. IT HAS A BLINKING RED LIGHT AT
MB2929'THE TOP AND IS APPROXIMATELY 130 FEET HIGH.
MB2929'
|
|
|
|
|
|
|
|
|
|
|
|
2214640.25
|
531107.9375
|
0101000020960E00005E24130478E540412CA1D5C148352041
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.12099958611111111111
|
-81.60659125833333333333
|
-81.6065912583333
|
41.120999586111
|
2214640.03183417
|
531108.378582989
|
675023.631750318
|
161882.157556395
|
91
|
91
|
AKRON ZION LUTH CHURCH SPIRE
|
MB2918
|
OH
|
Summit
|
|
|
|
CHURCH SPIRE
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
51.45588
|
N
|
81
|
31
|
1.97263
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
157516.804
|
682578.798
|
0.99993917
|
+
|
0
|
38
|
44.3
|
|
MT
|
|
|
|
|
|
|
|
|
-0.21
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED AT
THE NORTHEAST
ANGLE OF THE INTERSECTION OF SOUTH HIGH STREET AND EAST BOWERY
STREET. IT IS A BLACK SHINGLED
SPIRE WITH GREEN STRIPES, AND A LARGE GOLD COLORED CROSS AT THE
TOP. THE OVERALL HEIGHT IS 120 FEET.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2918 ***********************************************************************
MB2918 DESIGNATION - AKRON ZION LUTH CHURCH SPIRE
MB2918 PID - MB2918
MB2918 STATE/COUNTY- OH/SUMMIT
MB2918
MB2918 HORZ DATUM - NAD 83(1986)
MB2918 VERT DATUM - N/A
MB2918
MB2918 POSITION - 41 04 51.45588(N) 081 31 01.97263(W) ADJUSTED
MB2918 83 minus 27 - +00.19931 -00.57146 ADJUSTED
MB2918
MB2918 HEIGHT -
MB2918 ***********************************************************************
MB2918
MB2918 LAPLACE CORR- -0.21 DEFLEC90
MB2918 GEOID HEIGHT- -33.63 GEOID90
MB2918
MB2918
MB2918 HORZ ORDER - THIRD
MB2918
MB2918
MB2918.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2918.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2918
MB2918; North East Scale Converg.
MB2918;SPC OH N - 157,516.804 682,578.798 0.99993917 +0 38 44.3 MT
MB2918;UTM 17 - 4,547,873.309 456,554.646 0.99962323 -0 20 23.6 MT
MB2918
MB2918
MB2918
MB2918
MB2918 HISTORY - Year Condition Recov. By
MB2918 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2918
MB2918 STATION DESCRIPTION
MB2918
MB2918'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2918'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED AT
MB2918'THE NORTHEAST
MB2918'ANGLE OF THE INTERSECTION OF SOUTH HIGH STREET AND EAST BOWERY
MB2918'STREET. IT IS A BLACK SHINGLED
MB2918'SPIRE WITH GREEN STRIPES, AND A LARGE GOLD COLORED CROSS AT THE
MB2918'TOP. THE OVERALL HEIGHT IS 120 FEET.
MB2918'
|
|
|
|
|
|
|
|
|
|
|
|
2239428.0
|
516786.15625
|
0101000020960E00008E1500A3E11541419799A086C98A1F41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.08095996666666666667
|
-81.51721461944444444445
|
-81.5172146194444
|
41.0809599666665
|
2239427.27344007
|
516786.381472015
|
682578.798102129
|
157516.804106261
|
105
|
105
|
BA 108
|
MB3041
|
OH
|
Summit
|
Peninsula
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 108
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2004 - GOOD SCEHISTORY - 2005 - GOOD SCEHISTORY - 2010 - GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
8.64562
|
N
|
81
|
37
|
6.15135
|
W
|
ADJUSTED
|
-33.85
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
170911.35
|
673942.721
|
0.9999419
|
+
|
0
|
34
|
45.1
|
|
MT
|
|
|
|
|
350.1
|
1149.0
|
VERT ANG
|
|
-0.74
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.27 MILES
NORTHWEST OF THE CITY OF AKRON. TO REACH THE STATION FROM THE
INTERSECTION OF U.S. ROUTE 271 AND STATE ROUTE 21 PROCEED SOUTH
ALONG STATE ROUTE 21 1.82 MILES TO ITS INTERSECTION WITH EVERETT
ROAD, ROUTE 47. TURN LEFT AND PROCEED EAST ALONG EVERETT ROAD
0.28 MILES TO THE STATION ON THE RIGHT IN FRONT OF REVERE HIGH
SCHOOL. THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY
DISK SET IN CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-108.
THE STATION IS 26.5 FEET SOUTH FROM THE CENTERLINE OF EVERETT ROAD,
3.0 FEET NORTH FROM A METAL WITNESS POST, AND 7.0 FEET NORTH OF A
CURB. THE STATION IS 505.01 METERS FROM STATION BA-109.
18' WEST OF TELEPHONE POLE #5161/031.
|
2022-01-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3041 ***********************************************************************
MB3041 DESIGNATION - BA 108
MB3041 PID - MB3041
MB3041 STATE/COUNTY- OH/SUMMIT
MB3041
MB3041 HORZ DATUM - NAD 83(1986)
MB3041 VERT DATUM - NGVD 29
MB3041
MB3041 POSITION - 41 12 08.64562(N) 081 37 06.15135(W) ADJUSTED
MB3041 83 minus 27 - +00.19846 -00.56113 NADCON
MB3041
MB3041 HEIGHT - 350.1 (meters) 1149. (feet) VERT ANGLE
MB3041 ***********************************************************************
MB3041
MB3041 LAPLACE CORR- -0.74 DEFLEC90
MB3041 GEOID HEIGHT- -33.85 GEOID90
MB3041
MB3041
MB3041 HORZ ORDER - FIRST
MB3041
MB3041
MB3041.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3041.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3041.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3041
MB3041; North East Scale Converg.
MB3041;SPC OH N - 170,911.350 673,942.721 0.99994190 +0 34 45.1 MT
MB3041;UTM 17 - 4,561,410.255 448,152.966 0.99963308 -0 24 26.4 MT
MB3041
MB3041: Primary Azimuth Mark Grid Az
MB3041:SPC OH N - BA 109 177 55 39.5
MB3041:UTM 17 - BA 109 178 54 51.0
MB3041
MB3041|---------------------------------------------------------------------|
MB3041| Pid Reference Object Distance Geod. AZ |
MB3041| dddmmss.ss|
MB3041| MB3042 BA 109 APPROX. 0.5 KM 1783024.6 |
MB3041|---------------------------------------------------------------------|
MB3041
MB3041_STATION MARK IS A SURVEY DISK
MB3041_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3041_THE MARK IS STAMPED: BA-108
MB3041
MB3041 HISTORY - Year Condition Recov. By
MB3041 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3041 HISTORY - 2000 GOOD COSE FIELD CREW
MB3041
MB3041 STATION DESCRIPTION
MB3041
MB3041'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3041'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.27 MILES
MB3041'NORTHWEST OF THE CITY OF AKRON.
MB3041'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
MB3041'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.82 MILES TO ITS
MB3041'INTERSECTION WITH EVERETT ROAD, ROUTE 47. TURN LEFT AND PROCEED EAST
MB3041'ALONG EVERETT ROAD 0.28 MILES TO THE STATION ON THE RIGHT 130 FEET
MB3041'WEST OF REVERE HIGH SCHOOL.
MB3041'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3041'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-108. THE STATION IS
MB3041'26.5 FEET SOUTH FROM THE CENTERLINE OF EVERETT ROAD, 2.0 FEET
MB3041'SOUTHWEST FROM TELEPHONE POLE NUMBER 5161.031, 3.0 FEET NORTH FROM A
MB3041'METAL WITNESS POST, AND 2.0 FEET NORTH OF A GUARDRAIL FENCE. THE
MB3041'STATION IS 505.01 METERS FROM STATION BA-109.
|
|
|
|
|
|
|
|
|
|
|
|
2211093.0
|
560731.125
|
0101000020960E00007B325EDF8ADE40414F4D724FB71C2141
|
true
|
2010-12-09 09:23:00 -0500
|
false
|
41.20240156111111111111
|
-81.618375375
|
-81.618375375
|
41.202401561111
|
2211093.74506217
|
560731.65516893
|
673942.721380392
|
170911.350318176
|
106
|
106
|
BA 109
|
MB3042
|
OH
|
Summit
|
Peninsula
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 109
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD SCEHISTORY - 2005 - GOOD SCEHISTORY - 2010 - GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
11
|
52.28174
|
N
|
81
|
37
|
5.58661
|
W
|
ADJUSTED
|
-33.85
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
170406.723
|
673960.981
|
0.99994171
|
+
|
0
|
34
|
45.4
|
|
MT
|
|
|
|
|
347.4
|
1140.0
|
VERT ANG
|
|
-0.73
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.27 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.82 MILES TO ITS
INTERSECTION WITH EVERETT ROAD, ROUTE 47. TURN LEFT AND PROCEED EAST
ALONG EVERETT ROAD 0.38 MILES TO ITS INTERSECTION WITH REVERE ROAD.
TURN RIGHT AND PROCEED SOUTH ALONG REVERE ROAD 0.2 MILES TO ITS
INTERSECTION WITH SPRING VALLEY. TURN RIGHT AND PROCEED WEST ALONG
SPRING VALLEY 0.1 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-109. THE STATION IS 26.6
FEET NORTH FROM THE CENTERLINE OF SPRING VALLEY, AND 3.0 FEET WEST OF A
WITNESS POST. THE STATION IS 505.01 METERS FROM STATION BA-108.
73' WEST OR POWER POLE BH-4770 AND 79.1' EAST OF POWER POLE BH-3341. IT IS ACROSS THE ROAD FROM #3220 SPRING VALLEY.
|
2022-01-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3042 ***********************************************************************
MB3042 DESIGNATION - BA 109
MB3042 PID - MB3042
MB3042 STATE/COUNTY- OH/SUMMIT
MB3042
MB3042 HORZ DATUM - NAD 83(1986)
MB3042 VERT DATUM - NGVD 29
MB3042
MB3042 POSITION - 41 11 52.28174(N) 081 37 05.58661(W) ADJUSTED
MB3042 83 minus 27 - +00.19847 -00.56108 NADCON
MB3042
MB3042 HEIGHT - 347.4 (meters) 1140. (feet) VERT ANGLE
MB3042 ***********************************************************************
MB3042
MB3042 LAPLACE CORR- -0.73 DEFLEC90
MB3042 GEOID HEIGHT- -33.85 GEOID90
MB3042
MB3042
MB3042 HORZ ORDER - THIRD
MB3042
MB3042
MB3042.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3042.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3042.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3042
MB3042; North East Scale Converg.
MB3042;SPC OH N - 170,406.723 673,960.981 0.99994171 +0 34 45.4 MT
MB3042;UTM 17 - 4,560,905.544 448,162.532 0.99963307 -0 24 25.9 MT
MB3042
MB3042: Primary Azimuth Mark Grid Az
MB3042:SPC OH N - BA 108 357 55 39.5
MB3042:UTM 17 - BA 108 358 54 50.8
MB3042
MB3042|---------------------------------------------------------------------|
MB3042| Pid Reference Object Distance Geod. AZ |
MB3042| dddmmss.ss|
MB3042| MB3041 BA 108 APPROX. 0.5 KM 3583024.9 |
MB3042|---------------------------------------------------------------------|
MB3042
MB3042_STATION MARK IS A SURVEY DISK
MB3042_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3042_THE MARK IS STAMPED: BA-109
MB3042
MB3042 HISTORY - Year Condition Recov. By
MB3042 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3042 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB3042
MB3042 STATION DESCRIPTION
MB3042
MB3042'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3042'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.27 MILES
MB3042'NORTHWEST OF THE CITY OF AKRON.
MB3042'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
MB3042'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.82 MILES TO ITS
MB3042'INTERSECTION WITH EVERETT ROAD, ROUTE 47. TURN LEFT AND PROCEED EAST
MB3042'ALONG EVERETT ROAD 0.38 MILES TO ITS INTERSECTION WITH REVERE ROAD.
MB3042'TURN RIGHT AND PROCEED SOUTH ALONG REVERE ROAD 0.2 MILES TO ITS
MB3042'INTERSECTION WITH SPRING VALLEY. TURN RIGHT AND PROCEED WEST ALONG
MB3042'SPRING VALLEY 0.1 MILES TO THE STATION ON THE RIGHT.
MB3042'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3042'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-109. THE STATION IS 26.6
MB3042'FEET NORTH FROM THE CENTERLINE OF SPRING VALLEY, 135.0 FEET EAST FROM
MB3042'THE CENTERLINE DRIVEWAY, 46.0 FEET SOUTHWEST FROM ELECTRIC POLE WITH
MB3042'METER, 74.0 FEET WEST FROM POLE NUMBER 5023003, AND 3.0 FEET WEST OF A
MB3042'WITNESS POST. THE STATION IS 505.01 METERS FROM STATION BA-108.
|
|
|
|
|
|
|
|
|
|
|
|
2211154.0
|
559076.375
|
0101000020960E00002526A4D3A8DE404117BA0D1DC80F2141
|
true
|
2010-12-09 09:21:00 -0500
|
false
|
41.19785603888888888889
|
-81.61821850277777777778
|
-81.6182185027778
|
41.1978560388887
|
2211153.65344693
|
559076.056745353
|
673960.981492587
|
170406.722909414
|
108
|
108
|
BA 111
|
MB3044
|
OH
|
Summit
|
West Richfield
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 111
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
11
|
26.92553
|
N
|
81
|
39
|
56.90174
|
W
|
ADJUSTED
|
-33.82
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
|
OH N
|
169585.315
|
669977.099
|
0.99994144
|
+
|
0
|
32
|
52.9
|
|
MT
|
|
|
|
|
316.0
|
1037.0
|
SCALED
|
|
-0.05
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.89 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.77 MILES TO ITS
INTERSECTION WITH IRA ROAD, ROUTE 46. TURN RIGHT AND PROCEED WEST
ALONG IRA ROAD 2.08 MILES TO ITS INTERSECTION WITH HAMETOWN ROAD. TURN
RIGHT AND PROCEED NORTH ALONG HAMETOWN ROAD 0.15 MILES TO THE STATION
ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-111. THE STATION IS
49.0 FEET NORTH FROM THE CENTERLINE OF GRAVEL DRIVE TO HOUSE
#1998 HAMETOWN RD 3.0 FEET SOUTH FROM A METAL WITNESS POST,
21.0 FEET WEST FROM THE CENTERLINE OF HAMETOWN ROAD AND
THE STATION IS 443.33 METERS (1454') FROM STATION BA-112.
|
2022-01-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3044 ***********************************************************************
MB3044 DESIGNATION - BA 111
MB3044 PID - MB3044
MB3044 STATE/COUNTY- OH/SUMMIT
MB3044
MB3044 HORZ DATUM - NAD 83(1986)
MB3044 VERT DATUM - NGVD 29
MB3044
MB3044 POSITION - 41 11 26.92553(N) 081 39 56.90174(W) ADJUSTED
MB3044 83 minus 27 - +00.19716 -00.55013 NADCON
MB3044
MB3044 HEIGHT - 316. (meters) 1037. (feet) SCALED
MB3044 ***********************************************************************
MB3044
MB3044 LAPLACE CORR- -0.05 DEFLEC90
MB3044 GEOID HEIGHT- -33.82 GEOID90
MB3044
MB3044
MB3044 HORZ ORDER - SECOND
MB3044
MB3044
MB3044.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB3044.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3044.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB3044.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
MB3044
MB3044; North East Scale Converg.
MB3044;SPC OH N - 169,585.315 669,977.099 0.99994144 +0 32 52.9 MT
MB3044;UTM 17 - 4,560,153.078 444,166.321 0.99963837 -0 26 18.6 MT
MB3044
MB3044
MB3044
MB3044_STATION MARK IS A SURVEY DISK
MB3044_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3044_THE MARK IS STAMPED: BA-111
MB3044
MB3044 HISTORY - Year Condition Recov. By
MB3044 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3044 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB3044
MB3044 STATION DESCRIPTION
MB3044
MB3044'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3044'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.89 MILES
MB3044'NORTHWEST OF THE CITY OF AKRON.
MB3044'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
MB3044'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.77 MILES TO ITS
MB3044'INTERSECTION WITH IRA ROAD, ROUTE 46. TURN RIGHT AND PROCEED WEST
MB3044'ALONG IRA ROAD 2.08 MILES TO ITS INTERSECTION WITH HAMETOWN ROAD. TURN
MB3044'RIGHT AND PROCEED NORTH ALONG HAMETOWN ROAD 0.15 MILES TO THE STATION
MB3044'ON THE LEFT.
MB3044'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3044'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-111. THE STATION IS
MB3044'49.0 FEET NORTH FROM THE CENTERLINE OF GRAVEL DRIVE, 3.0 FEET SOUTH
MB3044'FROM A METAL WITNESS POST, 21.0 FEET WEST FROM THE CENTERLINE OF
MB3044'HAMETOWN ROAD AND 11.0 FEET SOUTHWEST FROM MILE MARKER 7. THE STATION
MB3044'IS 443.33 METERS FROM STATION BA-112.
|
|
|
|
|
|
|
|
|
|
|
|
2198082.25
|
556380.625
|
0101000020960E000059F7939921C5404107D1CC4EBAFA2041
|
true
|
2010-12-09 09:11:00 -0500
|
false
|
41.19081264722222222222
|
-81.66580603888888888889
|
-81.6658060388889
|
41.1908126472221
|
2198083.19982807
|
556381.153906376
|
669977.099261794
|
169585.314881277
|
109
|
109
|
BA 112
|
MB3045
|
OH
|
Summit
|
West Richfield
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 112
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
12.55546
|
N
|
81
|
39
|
56.66238
|
W
|
ADJUSTED
|
-33.81
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
169142.108
|
669986.917
|
0.99994129
|
+
|
0
|
32
|
53.0
|
|
MT
|
|
|
|
|
316.1
|
1037.0
|
VERT ANG
|
|
-0.08
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.89 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.77 MILES TO ITS
INTERSECTION WITH IRA ROAD, ROUTE 46. TURN RIGHT AND PROCEED WEST
ALONG IRA ROAD 2.08 MILES TO ITS INTERSECTION WITH HAMETOWN ROAD. TURN
LEFT AND PROCEED SOUTH ALONG HAMETOWN ROAD 0.15 MILES TO THE STATION
ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-112. THE STATION IS
25.6 FEET EAST FROM THE CENTERLINE OF HAMETOWN ROAD, 33.5 FEET NORTH
OF A GTE CABLE ROUTE BOX, 50.5 FEET EAST OF A TELEPHONE POWER POLE
#BH-2517 , 73.0 FEET SOUTHEAST FROM A SPEED LIMIT 45 SIGN, AND 1 FOOT
WEST FROM A METAL WITNESS POST AT HOUSE #1851. THE STATION IS 443.33 METER (1454') FROM STATION BA-111.
GOOD FOR GPS.
|
2022-01-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3045 ***********************************************************************
MB3045 DESIGNATION - BA 112
MB3045 PID - MB3045
MB3045 STATE/COUNTY- OH/SUMMIT
MB3045
MB3045 HORZ DATUM - NAD 83(1986)
MB3045 VERT DATUM - NGVD 29
MB3045
MB3045 POSITION - 41 11 12.55546(N) 081 39 56.66238(W) ADJUSTED
MB3045 83 minus 27 - +00.19717 -00.55008 NADCON
MB3045
MB3045 HEIGHT - 316.1 (meters) 1037. (feet) VERT ANGLE
MB3045 ***********************************************************************
MB3045
MB3045 LAPLACE CORR- -0.08 DEFLEC90
MB3045 GEOID HEIGHT- -33.81 GEOID90
MB3045
MB3045
MB3045 HORZ ORDER - FIRST
MB3045
MB3045
MB3045.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3045.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3045.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3045
MB3045; North East Scale Converg.
MB3045;SPC OH N - 169,142.108 669,986.917 0.99994129 +0 32 53.0 MT
MB3045;UTM 17 - 4,559,709.901 444,168.506 0.99963836 -0 26 18.3 MT
MB3045
MB3045
MB3045
MB3045_STATION MARK IS A SURVEY DISK
MB3045_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3045_THE MARK IS STAMPED: BA-112
MB3045
MB3045 HISTORY - Year Condition Recov. By
MB3045 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3045 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB3045
MB3045 STATION DESCRIPTION
MB3045
MB3045'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3045'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.89 MILES
MB3045'NORTHWEST OF THE CITY OF AKRON.
MB3045'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
MB3045'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.77 MILES TO ITS
MB3045'INTERSECTION WITH IRA ROAD, ROUTE 46. TURN RIGHT AND PROCEED WEST
MB3045'ALONG IRA ROAD 2.08 MILES TO ITS INTERSECTION WITH HAMETOWN ROAD. TURN
MB3045'LEFT AND PROCEED SOUTH ALONG HAMETOWN ROAD 0.15 MILES TO THE STATION
MB3045'ON THE LEFT.
MB3045'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3045'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-112. THE STATION IS
MB3045'25.6 FEET EAST FROM THE CENTERLINE OF HAMETOWN ROAD, 6.0 FEET
MB3045'NORTHEAST FROM A POWER POLE, 73.0 FEET SOUTHEAST FROM A SPEED LIMIT 45
MB3045'SIGN, AND 3.0 FEET SOUTH FROM A METAL WITNESS POST. THE STATION IS
MB3045'443.33 METERS FROM STATION BA-111.
|
|
|
|
|
|
|
|
|
|
|
|
2198115.0
|
554927.0625
|
0101000020960E0000040666B431C54041594618215EEF2041
|
true
|
2011-02-24 09:31:00 -0500
|
false
|
41.18682096111111111111
|
-81.66573955
|
-81.66573955
|
41.1868209611109
|
2198115.40936351
|
554927.064638327
|
669986.916747832
|
169142.10758596
|
112
|
112
|
BAIER
|
KY2989
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
BAIER 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2018 - GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
32.40586
|
N
|
81
|
37
|
22.67666
|
W
|
ADJUSTED
|
-33.37
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
140178.21
|
673866.761
|
0.9999422
|
+
|
0
|
34
|
34.2
|
|
MT
|
|
|
|
|
296.0
|
971.0
|
VERT ANG
|
|
-0.94
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 17.75 KM (11 MI) SOUTH-SOUTHWEST FROM
AKRON, 4 KM (2.5 MI) NORTHWEST FROM CANAL FULTON AND IN THE EAST EDGE
OF CLINTON. OWNERSHIP--MRS. ANN BAIER, 2534 WEST COMET ROAD,
CLINTON, OHIO 44216. TELEPHONE NUMBER (216) 882-5678.
TO REACH THE STATION FROM THE POST OFFICE AT CLINTON, GO SOUTH ON A
PAVED STREET FOR 0.15 KM (0.1 MI) TO THE CLINTON SCHOOL ON THE LEFT.
TURN LEFT AND GO EAST THROUGH SCHOOL YARD FOR 0.15 KM (0.1 MI) TO A
SPORTS FIELD BEHIND THE SCHOOL. GO EAST ACROSS THE FIELD FOR 0.3 KM
(0.2 MI) TO THE EXTREME EAST EDGE OF THE SCHOOL PROPERTY AND THE
STATION JUST EAST OF THE PROPERTY LINE.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---BAIER 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 126.2 METERS
(414.0 FEET) S FROM FROM THE CENTER OF WEST COMET ROAD, 121.6 METERS
(399.0 FEET) S FROM A POWERLINE POLE NUMBERED 67 79, 1.1 METERS (3.6
FEET) N FROM A WITNESS POST, 1.4 METERS (4.5 FEET) N FROM ONE OF
SEVERAL 1 M IRON PIPES ON THE PROPERTY LINE, AND 0.3 METER (1.0 FOOT)
E FROM THE PROPERTY LINE OF THE CLINTON SCHOOL.
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---BAIER 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.8 METERS
(61.7 FEET) N FROM A CAMPING SITE UTILITY BOX, 1.8 METERS (5.8 FEET)
N FROM THE MOST SOUTHWEST ONE OF SEVERAL PINE TREES, 0.8 METER
(2.6 FEET) NNW FROM A FENCE CORNER, AND 0.8 METER (2.5 FEET) NW FROM
A CARSONITE WITNESS POST.
TO REACH THE AZIMUTH MARK FROM THE POST OFFICE AT CLINTON, GO EAST ON
WEST COMET ROAD FOR 0.65 KM (0.4 MI) TO A SIDE ROAD RIGHT. TURN
RIGHT AND GO SOUTH UP A STEEP HILL FOR 0.15 KM (0.1 MI) TO THE
SOUTHWEST CORNER OF A PINE WOODED FENCE LINE AND THE MARK ON THE
LEFT.
GOOD FOR GPS.
|
2018-05-15 00:00:00 -0400
|
SCE
|
Good
|
NO
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2989 ***********************************************************************
KY2989 DESIGNATION - BAIER
KY2989 PID - KY2989
KY2989 STATE/COUNTY- OH/SUMMIT
KY2989
KY2989 HORZ DATUM - NAD 83(1986)
KY2989 VERT DATUM - NGVD 29
KY2989
KY2989 POSITION - 40 55 32.40586(N) 081 37 22.67666(W) ADJUSTED
KY2989 83 minus 27 - +00.20058 -00.55367 NADCON
KY2989
KY2989 HEIGHT - 296.0 (meters) 971. (feet) VERT ANGLE
KY2989 ***********************************************************************
KY2989
KY2989 LAPLACE CORR- -0.94 DEFLEC90
KY2989 GEOID HEIGHT- -33.37 GEOID90
KY2989
KY2989
KY2989 HORZ ORDER - FIRST
KY2989
KY2989
KY2989.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY2989.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2989.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY2989
KY2989; North East Scale Converg.
KY2989;SPC OH N - 140,178.210 673,866.761 0.99994220 +0 34 34.2 MT
KY2989;UTM 17 - 4,530,692.388 447,548.663 0.99963386 -0 24 29.2 MT
KY2989
KY2989
KY2989
KY2989_STATION MARK IS A TRIANGULATION STATION DISK
KY2989_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2989
KY2989 HISTORY - Year Condition Recov. By
KY2989 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2989 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY2989
KY2989 STATION DESCRIPTION
KY2989
KY2989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2989'THERE ARE NO REFERENCE MARKS AT THIS STATION.
KY2989'
KY2989'THE STATION IS LOCATED ABOUT 17.75 KM (11 MI) SOUTH-SOUTHWEST FROM
KY2989'AKRON, 4 KM (2.5 MI) NORTHWEST FROM CANAL FULTON AND IN THE EAST EDGE
KY2989'OF CLINTON. OWNERSHIP--MRS. ANN BAIER, 2534 WEST COMET ROAD,
KY2989'CLINTON, OHIO 44216. TELEPHONE NUMBER (216) 882-5678.
KY2989'
KY2989'TO REACH THE STATION FROM THE POST OFFICE AT CLINTON, GO SOUTH ON A
KY2989'PAVED STREET FOR 0.15 KM (0.1 MI) TO THE CLINTON SCHOOL ON THE LEFT.
KY2989'TURN LEFT AND GO EAST THROUGH SCHOOL YARD FOR 0.15 KM (0.1 MI) TO A
KY2989'SPORTS FIELD BEHIND THE SCHOOL. GO EAST ACROSS THE FIELD FOR 0.3 KM
KY2989'(0.2 MI) TO THE EXTREME EAST EDGE OF THE SCHOOL PROPERTY AND THE
KY2989'STATION JUST EAST OF THE PROPERTY LINE.
KY2989'
KY2989'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY2989'---BAIER 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY2989'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 126.2 METERS
KY2989'(414.0 FEET) S FROM FROM THE CENTER OF WEST COMET ROAD, 121.6 METERS
KY2989'(399.0 FEET) S FROM A POWERLINE POLE NUMBERED 67 79, 1.1 METERS (3.6
KY2989'FEET) N FROM A WITNESS POST, 1.4 METERS (4.5 FEET) N FROM ONE OF
KY2989'SEVERAL 1 M IRON PIPES ON THE PROPERTY LINE, AND 0.3 METER (1.0 FOOT)
KY2989'E FROM THE PROPERTY LINE OF THE CLINTON SCHOOL.
KY2989'
KY2989'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY2989'---BAIER 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY2989'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 18.8 METERS
KY2989'(61.7 FEET) N FROM A CAMPING SITE UTILITY BOX, 1.8 METERS (5.8 FEET)
KY2989'N FROM THE MOST SOUTHWEST ONE OF SEVERAL PINE TREES, 0.8 METER
KY2989'(2.6 FEET) NNW FROM A FENCE CORNER, AND 0.8 METER (2.5 FEET) NW FROM
KY2989'A CARSONITE WITNESS POST.
KY2989'
KY2989'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE AT CLINTON, GO EAST ON
KY2989'WEST COMET ROAD FOR 0.65 KM (0.4 MI) TO A SIDE ROAD RIGHT. TURN
KY2989'RIGHT AND GO SOUTH UP A STEEP HILL FOR 0.15 KM (0.1 MI) TO THE
KY2989'SOUTHWEST CORNER OF A PINE WOODED FENCE LINE AND THE MARK ON THE LEFT.
KY2989'
|
|
|
|
|
|
|
|
|
|
|
|
2210845.25
|
459900.8125
|
0101000020960E000083AEF5430EDE4041F73CEC5EF5111C41
|
true
|
2013-11-27 02:36:00 -0500
|
false
|
40.92566829444444444445
|
-81.62296573888888888889
|
-81.6229657388889
|
40.9256682944443
|
2210844.53093511
|
459901.342698052
|
673866.760762543
|
140178.209610767
|
113
|
113
|
BAIER AZ MK
|
KY2990
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
BAIER 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
55
|
29.69513
|
N
|
81
|
37
|
5.74226
|
W
|
ADJUSTED
|
-33.37
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
140098.593
|
674263.779
|
0.99994223
|
+
|
0
|
34
|
45.3
|
|
MT
|
|
|
|
|
313.6
|
1029.0
|
VERT ANG
|
|
-0.97
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 17.75 KM SOUTH-SOUTHWEST FROM AKRON, 4
KM (2.5 MI) NORTHWEST FROM CANAL FULTON AND 0.75 KM (0.5 MI) EAST
FROM THE CENTER OF CLINTON. OWNERSHIP--MRS. ANN BAIER, 2534 WEST
COMET ROAD, CLINTON, OHIO 44216. TELEPHONE NUMBER (216) 882-5678.
TO REACH FROM THE POST OFFICE AT CLINTON, GO EAST ON WEST COMET ROAD
FOR 0.65 KM (0.4 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH
UP A STEEP HILL FOR 0.15 KM (0.1 MI) TO THE SOUTHWEST EDGE OF A PINE
WOODED FENCE LINE AND THE STATION ON THE LEFT.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BAIER
1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST FLUSH
WITH THE SURFACE OF THE GROUND. IT IS 18.8 METERS (61.7 FEET) NORTH
FROM A CAMPING SITE UTILITY BOX, 1.76 METERS (5.8 FEET) NORTH FROM
THE MOST SOUTHWEST ONE OF SEVERAL PINE TREES, 0.8 METER (2.6 FEET)
NORTH-NORTHWEST FROM A FENCE CORNER AND 0.76 METER (2.5 FEET)
NORTHWEST FROM A CARSONITE WITNESS POST. LOCATED ON THE EAST PROPERTY
LINE OF HILLSIDE PARK CAMPGROUND. 2 FEET SOUTH OF A 10" CHERRY.
|
2017-10-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2990 ***********************************************************************
KY2990 DESIGNATION - BAIER AZ MK
KY2990 PID - KY2990
KY2990 STATE/COUNTY- OH/SUMMIT
KY2990
KY2990 HORZ DATUM - NAD 83(1986)
KY2990 VERT DATUM - NGVD 29
KY2990
KY2990 POSITION - 40 55 29.69513(N) 081 37 05.74226(W) ADJUSTED
KY2990 83 minus 27 - +00.20073 -00.55460 NADCON
KY2990
KY2990 HEIGHT - 313.6 (meters) 1029. (feet) VERT ANGLE
KY2990 ***********************************************************************
KY2990
KY2990 LAPLACE CORR- -0.97 DEFLEC90
KY2990 GEOID HEIGHT- -33.37 GEOID90
KY2990
KY2990
KY2990 HORZ ORDER - SECOND
KY2990
KY2990
KY2990.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY2990.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2990.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY2990.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY2990
KY2990; North East Scale Converg.
KY2990;SPC OH N - 140,098.593 674,263.779 0.99994223 +0 34 45.3 MT
KY2990;UTM 17 - 4,530,605.990 447,944.134 0.99963335 -0 24 18.0 MT
KY2990
KY2990
KY2990
KY2990_STATION MARK IS AN AZIMUTH MARK DISK
KY2990_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2990
KY2990 HISTORY - Year Condition Recov. By
KY2990 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2990 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY2990
KY2990 STATION DESCRIPTION
KY2990
KY2990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2990'THE STATION IS LOCATED ABOUT 17.75 KM SOUTH-SOUTHWEST FROM AKRON, 4
KY2990'KM (2.5 MI) NORTHWEST FROM CANAL FULTON AND 0.75 KM (0.5 MI) EAST
KY2990'FROM THE CENTER OF CLINTON. OWNERSHIP--MRS. ANN BAIER, 2534 WEST
KY2990'COMET ROAD, CLINTON, OHIO 44216. TELEPHONE NUMBER (216) 882-5678.
KY2990'
KY2990'TO REACH FROM THE POST OFFICE AT CLINTON, GO EAST ON WEST COMET ROAD
KY2990'FOR 0.65 KM (0.4 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH
KY2990'UP A STEEP HILL FOR 0.15 KM (0.1 MI) TO THE SOUTHWEST EDGE OF A PINE
KY2990'WOODED FENCE LINE AND THE STATION ON THE LEFT.
KY2990'
KY2990'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BAIER
KY2990'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST FLUSH
KY2990'WITH THE SURFACE OF THE GROUND. IT IS 18.8 METERS (61.7 FEET) NORTH
KY2990'FROM A CAMPING SITE UTILITY BOX, 1.76 METERS (5.8 FEET) NORTH FROM
KY2990'THE MOST SOUTHWEST ONE OF SEVERAL PINE TREES, 0.8 METER (2.6 FEET)
KY2990'NORTH-NORTHWEST FROM A FENCE CORNER AND 0.76 METER (2.5 FEET)
KY2990'NORTHWEST FROM A CARSONITE WITNESS POST. LOCATED ON THE EAST PROPERTY
KY2990'LINE OF HILLSIDE PARK CAMPGROUND.
KY2990'
|
|
|
|
|
|
|
|
|
|
|
|
2212146.75
|
459640.125
|
0101000020960E00005FCE8D8A99E040416F877989E00D1C41
|
true
|
2013-08-29 10:36:00 -0400
|
false
|
40.92491531388888888889
|
-81.61826173888888888889
|
-81.6182617388889
|
40.9249153138887
|
2212147.08245258
|
459640.134252659
|
674263.779259105
|
140098.593117377
|
114
|
114
|
BARBERTON
|
MB2924
|
OH
|
Summit
|
|
USCGS
|
1942-12-31 20:00:00 -0400
|
Disk in Concrete
|
BARBERTON NO 2 1943
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1951 COAST AND GEODETIC SURVEY
HISTORY - 2004 COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
3.31628
|
N
|
81
|
35
|
26.74516
|
W
|
ADJUSTED
|
-33.53
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
|
OH N
|
152263.494
|
676453.218
|
0.99993931
|
+
|
0
|
35
|
50.4
|
|
MT
|
|
|
|
|
325.0
|
1066.0
|
SCALED
|
|
-0.76
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
ABOUT 2 MILES NE OF THE CENTER OF THE CITY OF BARBERTON, AT THE SITE
OF THE MUNICIPAL STANDPIPE. THE
STATION IS LOCATED AT THE TOP OF THE MOST S OF
THE TWO PROMINENT KNOLLS. THE
DISK IS STAMPED BARBERTON 1943.
SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
SET IN CONCRETE.
REFERENCE MARK 1 IS 349.45 FEET NNW OF THE STATION, 35.7 FEET
SE OF THE S EDGE
OF THE STANDPIPE, 31.7 FEET NW OF THE GRAVELED
ROAD THAT CIRCLES THE STANDPIPE,
AND 54.9 FEET W OF POWER-TRANSMISSION
LINE POLE BA-6254. THE DISK IS STAMPED BARBERTON
NO 1
1943 WITH ARROW POINTING TO STATION.
REFERENCE MARK 2 IS 369.31 FEET N OF THE STATION, 53.5 FEET
NNW OF
POWER-TRANSMISSION LINE POLE BA-6254, 37.3 FEET E OF THE E
EDGE OF THE STANDPIPE,
AND 18.2 FEET W OF THE GRAVELED ROAD THAT
CIRCLES THE STANDPIPE. THE DISK IS
STAMPED BARBERTON NO 2 1943
WITH ARROW POINTING TO STATION.
NO SUITABLE SITE WAS AVAILABLE FOR AN AZIMUTH MARK.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
STATE HIGHWAY 5 IN
THE NE SECTION OF THE TOWN OF BARBERTON, GO NE
ON STATE HIGHWAY 5 FOR 0.4 MILE TO A
TRAFFIC LIGHT, TURN LEFT ON
WOOSTER ROAD NORTH AND GO ONE BLOCK TO SUMMIT ROAD.
CONTINUE NW
ON SUMMIT ROAD FOR 0.5 MILE TO A GRAVELED T-ROAD RIGHT, TURN RIGHT
AND GO 0.1 MILE,
THEN RIGHT FOR ABOUT 150 FEET TO THE SUMMIT OF
THE S KNOLL.
HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
THE STATION MARK HAD BEEN DESTROYED DUE TO THE EXPANDING OF A GRAVEL
PIT. THE REFERENCE MARKS
WERE FOUND IN GOOD CONDITION. A NEW STATION WAS ESTABLISHED BY THIS
PARTY BARBERTON 2. THE OLD
STATION SHOULD BE CONSIDERED LOST.
|
2004-10-20 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2924 ***********************************************************************
MB2924 DESIGNATION - BARBERTON
MB2924 PID - MB2924
MB2924 STATE/COUNTY- OH/SUMMIT
MB2924
MB2924 HORZ DATUM - NAD 83(1986)
MB2924 VERT DATUM - NGVD 29
MB2924
MB2924 POSITION - 41 02 03.31628(N) 081 35 26.74516(W) ADJUSTED
MB2924 83 minus 27 - +00.19825 -00.56269 ADJUSTED
MB2924
MB2924 HEIGHT - 325. (meters) 1066. (feet) SCALED
MB2924 ***********************************************************************
MB2924
MB2924 LAPLACE CORR- -0.76 DEFLEC90
MB2924 GEOID HEIGHT- -33.53 GEOID90
MB2924
MB2924
MB2924 HORZ ORDER - FIRST
MB2924
MB2924
MB2924.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2924.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2924.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
MB2924
MB2924; North East Scale Converg.
MB2924;SPC OH N - 152,263.494 676,453.218 0.99993931 +0 35 50.4 MT
MB2924;UTM 17 - 4,542,727.725 450,341.574 0.99963035 -0 23 16.3 MT
MB2924
MB2924: Primary Azimuth Mark Grid Az
MB2924:SPC OH N - AKRON WOOSTER AVE MUN TANK 038 19 35.2
MB2924:UTM 17 - AKRON WOOSTER AVE MUN TANK 039 18 41.9
MB2924
MB2924|---------------------------------------------------------------------|
MB2924| Pid Reference Object Distance Geod. AZ |
MB2924| dddmmss.ss|
MB2924| MB1338 BARBERTON RM 1 106.514 METERS 00511 |
MB2924| MB2927 BARBERTON N MUN SPIPE 122.948 METERS 01121 |
MB2924| MB1339 BARBERTON RM 2 112.545 METERS 01956 |
MB2924| MB2884 AKRON WOOSTER AVE MUN TANK APPROX. 5.2 KM 0385525.6 |
MB2924| MB2925 BARBERTON RESERVE STANDPIPE APPROX. 2.6 KM 3114346.5 |
MB2924|---------------------------------------------------------------------|
MB2924
MB2924
MB2924 HISTORY - Year Condition Recov. By
MB2924 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2924 HISTORY - 1951 COAST AND GEODETIC SURVEY
MB2924
MB2924 STATION DESCRIPTION
MB2924
MB2924'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2924'ABOUT 2 MILES NE OF THE CENTER OF THE CITY OF BARBERTON, AT THE SITE
MB2924'OF THE MUNICIPAL STANDPIPE. THE
MB2924'STATION IS LOCATED AT THE TOP OF THE MOST S OF
MB2924'THE TWO PROMINENT KNOLLS. THE
MB2924'DISK IS STAMPED BARBERTON 1943.
MB2924'
MB2924'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
MB2924'SET IN CONCRETE.
MB2924'
MB2924'REFERENCE MARK 1 IS 349.45 FEET NNW OF THE STATION, 35.7 FEET
MB2924'SE OF THE S EDGE
MB2924'OF THE STANDPIPE, 31.7 FEET NW OF THE GRAVELED
MB2924'ROAD THAT CIRCLES THE STANDPIPE,
MB2924'AND 54.9 FEET W OF POWER-TRANSMISSION
MB2924'LINE POLE BA-6254. THE DISK IS STAMPED BARBERTON
MB2924'NO 1
MB2924'1943 WITH ARROW POINTING TO STATION.
MB2924'
MB2924'REFERENCE MARK 2 IS 369.31 FEET N OF THE STATION, 53.5 FEET
MB2924'NNW OF
MB2924'POWER-TRANSMISSION LINE POLE BA-6254, 37.3 FEET E OF THE E
MB2924'EDGE OF THE STANDPIPE,
MB2924'AND 18.2 FEET W OF THE GRAVELED ROAD THAT
MB2924'CIRCLES THE STANDPIPE. THE DISK IS
MB2924'STAMPED BARBERTON NO 2 1943
MB2924'WITH ARROW POINTING TO STATION.
MB2924'
MB2924'NO SUITABLE SITE WAS AVAILABLE FOR AN AZIMUTH MARK.
MB2924'
MB2924'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
MB2924'STATE HIGHWAY 5 IN
MB2924'THE NE SECTION OF THE TOWN OF BARBERTON, GO NE
MB2924'ON STATE HIGHWAY 5 FOR 0.4 MILE TO A
MB2924'TRAFFIC LIGHT, TURN LEFT ON
MB2924'WOOSTER ROAD NORTH AND GO ONE BLOCK TO SUMMIT ROAD.
MB2924'CONTINUE NW
MB2924'ON SUMMIT ROAD FOR 0.5 MILE TO A GRAVELED T-ROAD RIGHT, TURN RIGHT
MB2924'AND GO 0.1 MILE,
MB2924'THEN RIGHT FOR ABOUT 150 FEET TO THE SUMMIT OF
MB2924'THE S KNOLL.
MB2924'
MB2924'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
MB2924'
MB2924
MB2924 STATION RECOVERY (1951)
MB2924
MB2924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
MB2924'THE STATION MARK HAD BEEN DESTROYED DUE TO THE EXPANDING OF A GRAVEL
MB2924'PIT. THE REFERENCE MARKS
MB2924'WERE FOUND IN GOOD CONDITION. A NEW STATION WAS ESTABLISHED BY THIS
MB2924'PARTY BARBERTON 2. THE OLD
MB2924'STATION SHOULD BE CONSIDERED LOST.
MB2924'
|
|
|
|
|
|
|
|
|
|
|
|
2219331.25
|
499551.6875
|
0101000020960E0000C4E3F121A1EE40415149B7977C7D1E41
|
false
|
2004-10-26 11:36:00 -0400
|
false
|
41.03425452222222222222
|
-81.59076254444444444444
|
-81.5907625444444
|
41.0342545222221
|
2219330.26519439
|
499551.14816012
|
676453.217737685
|
152263.494486176
|
116
|
116
|
BARBERTON EAST MUN STANDPIPE
|
MB2926
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
0
|
57.10135
|
N
|
81
|
35
|
31.45906
|
W
|
ADJUSTED
|
-33.5
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
150219.954
|
676364.382
|
0.99993955
|
+
|
0
|
35
|
47.3
|
|
MT
|
|
|
|
|
|
|
|
|
-0.78
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE LIGHT AT THE TOP. IT IS
A GREY STANDPIPE
WITH A RED AND WHITE CHECKERED TOP WITH A LIGHT ON TOP AND IT IS
APPROXIMATELY 100 FEET HIGH. IT IS
LOCATED NORTHWEST OF THE INTERSECTION OF PAGE
AVENUE AND FOURTH STREET N.E. IN BARBERTON, OHIO.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2926 ***********************************************************************
MB2926 DESIGNATION - BARBERTON EAST MUN STANDPIPE
MB2926 PID - MB2926
MB2926 STATE/COUNTY- OH/SUMMIT
MB2926
MB2926 HORZ DATUM - NAD 83(1986)
MB2926 VERT DATUM - N/A
MB2926
MB2926 POSITION - 41 00 57.10135(N) 081 35 31.45906(W) ADJUSTED
MB2926 83 minus 27 - +00.19613 -00.56981 ADJUSTED
MB2926
MB2926 HEIGHT -
MB2926 ***********************************************************************
MB2926
MB2926 LAPLACE CORR- -0.78 DEFLEC90
MB2926 GEOID HEIGHT- -33.50 GEOID90
MB2926
MB2926
MB2926 HORZ ORDER - THIRD
MB2926
MB2926
MB2926.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2926.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2926
MB2926; North East Scale Converg.
MB2926;SPC OH N - 150,219.954 676,364.382 0.99993955 +0 35 47.3 MT
MB2926;UTM 17 - 4,540,686.645 450,217.656 0.99963050 -0 23 18.8 MT
MB2926
MB2926
MB2926
MB2926
MB2926 HISTORY - Year Condition Recov. By
MB2926 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2926
MB2926 STATION DESCRIPTION
MB2926
MB2926'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2926'THE STATION IS THE CENTER OF THE LIGHT AT THE TOP. IT IS
MB2926'A GREY STANDPIPE
MB2926'WITH A RED AND WHITE CHECKERED TOP WITH A LIGHT ON TOP AND IT IS
MB2926'APPROXIMATELY 100 FEET HIGH. IT IS
MB2926'LOCATED NORTHWEST OF THE INTERSECTION OF PAGE
MB2926'AVENUE AND FOURTH STREET N.E. IN BARBERTON, OHIO.
MB2926'
|
|
|
|
|
|
|
|
|
|
|
|
2219039.0
|
492846.65625
|
0101000020960E00006512B0670FEE4041E95C0F89BA141E41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.01586148611111111111
|
-81.59207196111111111111
|
-81.5920719611111
|
41.015861486111
|
2219038.81006079
|
492846.633847667
|
676364.382035292
|
150219.954436661
|
117
|
117
|
BARBERTON N MUN SPIPE
|
MB2927
|
OH
|
Summit
|
|
|
|
Standpipe
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1951 COAST AND GEODETIC SURVEY
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 2004 COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
2
|
7.22384
|
N
|
81
|
35
|
25.70905
|
W
|
ADJUSTED
|
-33.53
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
152384.275
|
676476.16
|
0.9999393
|
+
|
0
|
35
|
51.0
|
|
MT
|
|
|
|
|
|
|
|
|
-0.76
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS LOCATED ON A HIGH HILL ABOUT 100 YARDS
E OF BURT AVENUE
IN THE CITY OF BARBERTON. IT IS A LARGE SILVER
STANDPIPE ABOUT 100 FEET HIGH AND
ABOUT 60 FEET IN DIAMETER WITH
THE LEGEND BARBERTON WATER WORKS PAINTED IN LARGE
BLACK LETTERS
ON THE E SIDE OF THE STANDPIPE. THE POINT OBSERVED ON WAS THE
LIGHT ON TOP OF
THE STANDPIPE.
TO REACH FROM JUNCTION OF U.S. HIGHWAY 224 AND STATE HIGHWAY 5
IN BARBERTON, GO
NE ON HIGHWAY 5 FOR 0.4 MILE TO TRAFFIC LIGHT,
TURN LEFT ON WOOSTER ROAD NORTH AND
GO ONE BLOCK TO SUMMIT ROAD.
CONTINUE NW ON SUMMIT ROAD FOR 0.5 MILE TO A GRAVELED
T-ROAD RIGHT,
TURN RIGHT AND GO 0.1 MILE TO A CINDER ROAD RIGHT LEADING TO
STANDPIPE.
THIS IS AN INTERSECTION STATION.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED IN THE NORTH SECTION OF BARBERTON. THE
STATION IS A
STANDPIPE ABOUT 110 FEET HIGH AND 64 FEET IN DIAMETER, IS PAINTED
SILVER AND HAS THE LEGEND
BARBERTON WATER WORKS IN LARGE BLACK LETTERS ON THE NORTHEAST
SIDE OF THE STANDPIPE. A TRAVERSE
CONNECTION WAS MADE FROM TRIANGULATION STATION BARBERTON
2 AND THE DISTANCE FOUND TO BE 41.73 METERS (136.9
FEET). THE POINT TRAVERSED TO AND
OBSERVED ON WAS THE CENTER OF THE BASE OF THE STANDPIPE.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
HIGHWAY 5, (SPRINGFIELD
ROAD, WOOSTER ROAD AND OAKWOOD AVENUE) WHICH IS IN THE NORTH SECTION
OF BARBERTON, GO WEST ON OAKWOOD
AVENUE FOR 0.2 MILE TO THE INTERSECTION WITH STATE STREET
WEST, TURN LEFT ON STATE STREET WEST AND GO 0.1
MILE TO THE INTERSECTION WITH GLENN
STREET, TURN RIGHT ON GLENN STREET AND GO 0.15 MILE TO THE
INTERSECTION WITH SUMMIT STREET,
TURN RIGHT ON SUMMIT STREET AND GO 0.15 MILE TO A DIM GRAVEL ROAD
RIGHT, TURN RIGHT ON GRAVEL ROAD
AND GO 0.1 MILE TO THE STANDPIPE.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION WAS RECOVERED IN GOOD CONDITION. THE 1951 TRAVERSE
DISTANCE TO TRIANGULATION STATION
BARBERTON 2 1951, WAS FOUND TO BE .09 METERS SHORTER THAN PREVIOUSLY
MEASURED. THE DISTANCE IS 41.64
METERS AND 136.6 FEET. THE DESCRIPTIONS ARE ADEQUATE.
|
2004-10-20 20:00:00 -0400
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2927 ***********************************************************************
MB2927 DESIGNATION - BARBERTON N MUN SPIPE
MB2927 PID - MB2927
MB2927 STATE/COUNTY- OH/SUMMIT
MB2927
MB2927 HORZ DATUM - NAD 83(1986)
MB2927 VERT DATUM - N/A
MB2927
MB2927 POSITION - 41 02 07.22384(N) 081 35 25.70905(W) ADJUSTED
MB2927 83 minus 27 - +00.19488 -00.57100 ADJUSTED
MB2927
MB2927 HEIGHT -
MB2927 ***********************************************************************
MB2927
MB2927 LAPLACE CORR- -0.76 DEFLEC90
MB2927 GEOID HEIGHT- -33.53 GEOID90
MB2927
MB2927
MB2927 HORZ ORDER - THIRD
MB2927
MB2927
MB2927.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2927.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2927
MB2927; North East Scale Converg.
MB2927;SPC OH N - 152,384.275 676,476.160 0.99993930 +0 35 51.0 MT
MB2927;UTM 17 - 4,542,848.056 450,366.582 0.99963032 -0 23 15.6 MT
MB2927
MB2927
MB2927
MB2927
MB2927 HISTORY - Year Condition Recov. By
MB2927 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2927 HISTORY - 1951 COAST AND GEODETIC SURVEY
MB2927 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB2927
MB2927 STATION DESCRIPTION
MB2927
MB2927'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2927'STATION IS LOCATED ON A HIGH HILL ABOUT 100 YARDS
MB2927'E OF BURT AVENUE
MB2927'IN THE CITY OF BARBERTON. IT IS A LARGE SILVER
MB2927'STANDPIPE ABOUT 100 FEET HIGH AND
MB2927'ABOUT 60 FEET IN DIAMETER WITH
MB2927'THE LEGEND BARBERTON WATER WORKS PAINTED IN LARGE
MB2927'BLACK LETTERS
MB2927'ON THE E SIDE OF THE STANDPIPE. THE POINT OBSERVED ON WAS THE
MB2927'LIGHT ON TOP OF
MB2927'THE STANDPIPE.
MB2927'
MB2927'TO REACH FROM JUNCTION OF U.S. HIGHWAY 224 AND STATE HIGHWAY 5
MB2927'IN BARBERTON, GO
MB2927'NE ON HIGHWAY 5 FOR 0.4 MILE TO TRAFFIC LIGHT,
MB2927'TURN LEFT ON WOOSTER ROAD NORTH AND
MB2927'GO ONE BLOCK TO SUMMIT ROAD.
MB2927'CONTINUE NW ON SUMMIT ROAD FOR 0.5 MILE TO A GRAVELED
MB2927'T-ROAD RIGHT,
MB2927'TURN RIGHT AND GO 0.1 MILE TO A CINDER ROAD RIGHT LEADING TO
MB2927'STANDPIPE.
MB2927'
MB2927'THIS IS AN INTERSECTION STATION.
MB2927'
MB2927
MB2927 STATION RECOVERY (1951)
MB2927
MB2927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
MB2927'STATION IS LOCATED IN THE NORTH SECTION OF BARBERTON. THE
MB2927'STATION IS A
MB2927'STANDPIPE ABOUT 110 FEET HIGH AND 64 FEET IN DIAMETER, IS PAINTED
MB2927'SILVER AND HAS THE LEGEND
MB2927'BARBERTON WATER WORKS IN LARGE BLACK LETTERS ON THE NORTHEAST
MB2927'SIDE OF THE STANDPIPE. A TRAVERSE
MB2927'CONNECTION WAS MADE FROM TRIANGULATION STATION BARBERTON
MB2927'2 AND THE DISTANCE FOUND TO BE 41.73 METERS (136.9
MB2927'FEET). THE POINT TRAVERSED TO AND
MB2927'OBSERVED ON WAS THE CENTER OF THE BASE OF THE STANDPIPE.
MB2927'
MB2927'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
MB2927'HIGHWAY 5, (SPRINGFIELD
MB2927'ROAD, WOOSTER ROAD AND OAKWOOD AVENUE) WHICH IS IN THE NORTH SECTION
MB2927'OF BARBERTON, GO WEST ON OAKWOOD
MB2927'AVENUE FOR 0.2 MILE TO THE INTERSECTION WITH STATE STREET
MB2927'WEST, TURN LEFT ON STATE STREET WEST AND GO 0.1
MB2927'MILE TO THE INTERSECTION WITH GLENN
MB2927'STREET, TURN RIGHT ON GLENN STREET AND GO 0.15 MILE TO THE
MB2927'INTERSECTION WITH SUMMIT STREET,
MB2927'TURN RIGHT ON SUMMIT STREET AND GO 0.15 MILE TO A DIM GRAVEL ROAD
MB2927'RIGHT, TURN RIGHT ON GRAVEL ROAD
MB2927'AND GO 0.1 MILE TO THE STANDPIPE.
MB2927'
MB2927
MB2927 STATION RECOVERY (1963)
MB2927
MB2927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2927'THE STATION WAS RECOVERED IN GOOD CONDITION. THE 1951 TRAVERSE
MB2927'DISTANCE TO TRIANGULATION STATION
MB2927'BARBERTON 2 1951, WAS FOUND TO BE .09 METERS SHORTER THAN PREVIOUSLY
MB2927'MEASURED. THE DISTANCE IS 41.64
MB2927'METERS AND 136.6 FEET. THE DESCRIPTIONS ARE ADEQUATE.
MB2927'
|
|
|
|
|
|
|
|
|
|
|
|
2219405.0
|
499947.1875
|
0101000020960E00007DF591C4C6EE40417C9BB2A3AD831E41
|
false
|
2004-10-21 11:47:00 -0400
|
false
|
41.03533995555555555555
|
-81.59047473611111111111
|
-81.5904747361111
|
41.0353399555554
|
2219405.53570431
|
499947.409861021
|
676476.160234995
|
152384.275294174
|
121
|
121
|
BARBERTON RESERVE STANDPIPE
|
MB2925
|
OH
|
Summit
|
|
|
|
WATER TANK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
2
|
59.74957
|
N
|
81
|
36
|
50.33897
|
W
|
ADJUSTED
|
-33.55
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
|
OH N
|
153984.088
|
674483.106
|
0.99993919
|
+
|
0
|
34
|
55.4
|
|
MT
|
|
|
|
|
340.0
|
1115.0
|
SCALED
|
|
-0.75
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS LOCATED ON A HIGH HILL ABOUT 0.25 MILE
S OF STATE HIGHWAY
261 ON THE NW EDGE OF BARBERTON. IT IS ABOUT
125 FEET HIGH, 60 FEET IN DIAMETER,
AND IS PAINTED SILVER. THE
POINT OBSERVED ON WAS THE SMALL BALL ON TOP OF THE
STANDPIPE.
TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 21 AND STATE
HIGHWAY 261 ABOUT
5 MILES W OF THE CITY OF AKRON, GO E ON HIGHWAY
261 FOR 1.25 MILES TO A LANE S, TURN
S AND GO 0.25 MILE TO STANDPIPE.
THIS IS AN INTERSECTION STATION.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
STATION WAS RECOVERED AS DESCRIBED.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2925 ***********************************************************************
MB2925 DESIGNATION - BARBERTON RESERVE STANDPIPE
MB2925 PID - MB2925
MB2925 STATE/COUNTY- OH/SUMMIT
MB2925
MB2925 HORZ DATUM - NAD 83(1986)
MB2925 VERT DATUM - NGVD 29
MB2925
MB2925 POSITION - 41 02 59.74957(N) 081 36 50.33897(W) ADJUSTED
MB2925 83 minus 27 - +00.19349 -00.56539 ADJUSTED
MB2925
MB2925 HEIGHT - 340. (meters) 1115. (feet) SCALED
MB2925 ***********************************************************************
MB2925
MB2925 LAPLACE CORR- -0.75 DEFLEC90
MB2925 GEOID HEIGHT- -33.55 GEOID90
MB2925
MB2925
MB2925 HORZ ORDER - THIRD
MB2925
MB2925
MB2925.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2925.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2925.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
MB2925
MB2925; North East Scale Converg.
MB2925;SPC OH N - 153,984.088 674,483.106 0.99993919 +0 34 55.4 MT
MB2925;UTM 17 - 4,544,481.400 448,401.935 0.99963277 -0 24 11.6 MT
MB2925
MB2925
MB2925
MB2925_THE LANDMARK IS A STANDPIPE TANK
MB2925
MB2925 HISTORY - Year Condition Recov. By
MB2925 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2925 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB2925
MB2925 STATION DESCRIPTION
MB2925
MB2925'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2925'STATION IS LOCATED ON A HIGH HILL ABOUT 0.25 MILE
MB2925'S OF STATE HIGHWAY
MB2925'261 ON THE NW EDGE OF BARBERTON. IT IS ABOUT
MB2925'125 FEET HIGH, 60 FEET IN DIAMETER,
MB2925'AND IS PAINTED SILVER. THE
MB2925'POINT OBSERVED ON WAS THE SMALL BALL ON TOP OF THE
MB2925'STANDPIPE.
MB2925'
MB2925'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 21 AND STATE
MB2925'HIGHWAY 261 ABOUT
MB2925'5 MILES W OF THE CITY OF AKRON, GO E ON HIGHWAY
MB2925'261 FOR 1.25 MILES TO A LANE S, TURN
MB2925'S AND GO 0.25 MILE TO STANDPIPE.
MB2925'
MB2925'THIS IS AN INTERSECTION STATION.
MB2925'
MB2925
MB2925 STATION RECOVERY (1983)
MB2925
MB2925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB2925'STATION WAS RECOVERED AS DESCRIBED.
MB2925'
|
|
|
|
|
|
|
|
|
|
|
|
2212866.75
|
505196.1875
|
0101000020960E0000003C075401E24041B5CC0083B0D51E41
|
false
|
2004-09-24 08:47:00 -0400
|
false
|
41.04993043611111111111
|
-81.61398304722222222222
|
-81.6139830472222
|
41.049930436111
|
2212866.65647078
|
505196.127932738
|
674483.105858504
|
153984.087762057
|
124
|
124
|
BEESE
|
KY2991
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
BEESE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
29.04166
|
N
|
81
|
30
|
27.43682
|
W
|
ADJUSTED
|
-33.47
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
145730.52
|
683519.062
|
0.99994045
|
+
|
0
|
39
|
7.0
|
|
MT
|
|
|
|
|
338.1
|
1109.0
|
VERT ANG
|
|
-0.57
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 11 KM (6.75 MI) SOUTH FROM AKRON, 6 KM
(3.75 MI) NORTHEAST FROM GREENBURG, 1 KM (0.75 MI) WEST FROM EAST
LIBERTY AND ALONG THE WEST SIDE OF THE WEST ONE OF TWO NORTH-SOUTH
FARM LANES. OWNERSHIP-- MRS. LEE BEESE, 486 EAST TURKEYFOOT ROAD,
AKRON, OHIO 44319. TELEPHONE NUMBER (216) 896-2225.
TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
STATE HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A
CROSSROADS. TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST
TURKEYFOOT ROAD) FOR 3.5 KM (2.2 MI) TO THE WEST ONE OF THE TWO FARM
LANES ON THE LEFT AND THE STATION ON THE LEFT.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---BEESE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER RECESSED 5 CM (2 INCHES) BELOW THE GROUND
LOCATED 62.2 METERS (204.0 FEET) S FROM THE CENTER OF STATE HIGHWAY
619 (EAST TURKEYFOOT ROAD), 4.3 METERS (14.0 FEET) W FROM THE CENTER
OF THE FARM LANE, 2.4 METERS (8.0 FEET) S FROM THE FIFTH CRAB APPLE
TREE IN FROM THE HIGHWAY, 4 FEET EAST FROM A CARSONITEWITNESS POST,
AND 1.1 METERS (3.6 FT) E FROM A WHITE BOARD FENCE LINE.
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---BEESE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 38.3 METERS
(125.5 FEET) ESE FROM A POWERLINE POLE NUMBERED 114242, 4.5 METERS
(14.9 FEET) S FROM THE CENTER OF SLEEPY HOLLOW, 30.5 METERS (100.2
FEET) NW FROM THE NORTHWEST CORNER OF 602 SLEEPY HOLLOW, AND 3.6
METERS (12.0 FEET) W FROM THE CENTER OF A DRIVE LEADING TO 602 SLEEPY
HOLLOW.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
619 (EAST TURKEYFOOT ROAD) FOR 1.2 KM (0.7 MI) TO A CROSSROADS. TURN
RIGHT AND GO SOUTH ON SOUTH ARLINGTON ROAD FOR 0.6 KM (0.4 MI) TO A
SIDE ROAD ROGHT. TURN RIGHT AND GO WEST ON KNOLLWOOD DRIVE FOR 0.3
KM (0.2 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON GREENFIELD
ROAD 0.3 KM (0.2 MI) TO A CROSSROADS. TURN LEFT AND GO WEST FOR 0.15
KM (0.1 MI) TO THE MARK.
|
2018-04-27 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2991 ***********************************************************************
KY2991 DESIGNATION - BEESE
KY2991 PID - KY2991
KY2991 STATE/COUNTY- OH/SUMMIT
KY2991
KY2991 HORZ DATUM - NAD 83(1986)
KY2991 VERT DATUM - NGVD 29
KY2991
KY2991 POSITION - 40 58 29.04166(N) 081 30 27.43682(W) ADJUSTED
KY2991 83 minus 27 - +00.20185 -00.58037 NADCON
KY2991
KY2991 HEIGHT - 338.1 (meters) 1109. (feet) VERT ANGLE
KY2991 ***********************************************************************
KY2991
KY2991 LAPLACE CORR- -0.57 DEFLEC90
KY2991 GEOID HEIGHT- -33.47 GEOID90
KY2991
KY2991
KY2991 HORZ ORDER - FIRST
KY2991
KY2991
KY2991.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY2991.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2991.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY2991
KY2991; North East Scale Converg.
KY2991;SPC OH N - 145,730.520 683,519.062 0.99994045 +0 39 07.0 MT
KY2991;UTM 17 - 4,536,076.338 457,291.890 0.99962245 -0 19 58.3 MT
KY2991
KY2991
KY2991
KY2991_STATION MARK IS A TRIANGULATION STATION DISK
KY2991_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2991
KY2991 HISTORY - Year Condition Recov. By
KY2991 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2991
KY2991 STATION DESCRIPTION
KY2991
KY2991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2991'THERE ARE NO REFERENCE MARKS AT THIS STATION.
KY2991'
KY2991'THE STATION IS LOCATED ABOUT 11 KM (6.75 MI) SOUTH FROM AKRON, 6 KM
KY2991'(3.75 MI) NORTHEAST FROM GREENBURG, 1 KM (0.75 MI) WEST FROM EAST
KY2991'LIBERTY AND ALONG THE WEST SIDE OF THE WEST ONE OF TWO NORTH-SOUTH
KY2991'FARM LANES. OWNERSHIP-- MRS. LEE BEESE, 486 EAST TURKEYFOOT ROAD,
KY2991'AKRON, OHIO 44319. TELEPHONE NUMBER (216) 896-2225.
KY2991'
KY2991'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
KY2991'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A
KY2991'CROSSROADS. TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST
KY2991'TURKEYFOOT ROAD) FOR 3.5 KM (2.2 MI) TO THE WEST ONE OF THE TWO FARM
KY2991'LANES ON THE LEFT AND THE STATION ON THE LEFT.
KY2991'
KY2991'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY2991'---BEESE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY2991'(12 INCHES) IN DIAMETER RECESSED 5 CM (2 INCHES) BELOW THE GROUND
KY2991'LOCATED 62.2 METERS (204.0 FEET) S FROM THE CENTER OF STATE HIGHWAY
KY2991'619 (EAST TURKEYFOOT ROAD), 4.3 METERS (14.0 FEET) W FROM THE CENTER
KY2991'OF THE FARM LANE, 2.4 METERS (8.0 FEET) S FROM THE FIFTH CRAB APPLE
KY2991'TREE IN FROM THE HIGHWAY, 2.1 METERS (6.8 FEET) SE FROM A CARSONITE
KY2991'WITNESS POST, AND 1.1 METERS (3.6 FT) E FROM A WHITE BOARD FENCE LINE.
KY2991'
KY2991'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY2991'---BEESE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY2991'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 38.3 METERS
KY2991'(125.5 FEET) ESE FROM A POWERLINE POLE NUMBERED 114242, 4.5 METERS
KY2991'(14.9 FEET) S FROM THE CENTER OF SLEEPY HOLLOW, 30.5 METERS (100.2
KY2991'FEET) NW FROM THE NORTHWEST CORNER OF 602 SLEEPY HOLLOW, AND 3.6
KY2991'METERS (12.0 FEET) W FROM THE CENTER OF A DRIVE LEADING TO 602 SLEEPY
KY2991'HOLLOW.
KY2991'
KY2991'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON STATE HIGHWAY
KY2991'619 (EAST TURKEYFOOT ROAD) FOR 1.2 KM (0.7 MI) TO A CROSSROADS. TURN
KY2991'RIGHT AND GO SOUTH ON SOUTH ARLINGTON ROAD FOR 0.6 KM (0.4 MI) TO A
KY2991'SIDE ROAD ROGHT. TURN RIGHT AND GO WEST ON KNOLLWOOD DRIVE FOR 0.3
KY2991'KM (0.2 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON GREENFIELD
KY2991'ROAD 0.3 KM (0.2 MI) TO A CROSSROADS. TURN LEFT AND GO WEST FOR 0.15
KY2991'KM (0.1 MI) TO THE MARK.
KY2991'
|
|
|
|
|
|
|
|
|
|
|
|
2242512.0
|
478118.09375
|
0101000020960E00009E42AE0FE81B4141ED883131962E1D41
|
true
|
2013-08-29 10:40:00 -0400
|
false
|
40.97473379444444444445
|
-81.50762133888888888889
|
-81.5076213388889
|
40.9747337944443
|
2242512.1225055
|
478117.548040523
|
683519.0619778
|
145730.520103775
|
125
|
125
|
BEESE AZ MK
|
KY2992
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
BEESE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2001 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2013 GOOD COSE SURVEY CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
58
|
19.29184
|
N
|
81
|
30
|
2.01357
|
W
|
ADJUSTED
|
-33.47
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
145436.581
|
684116.825
|
0.99994053
|
+
|
0
|
39
|
23.7
|
|
MT
|
|
|
|
|
332.2
|
1090.0
|
VERT ANG
|
|
-0.58
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 11 KM (6.75 MI) SOUTH FROM AKRON, 5.5 KM
(3.5 MI) NORTHEAST FROM GREENSBURG AND 1.5 KM (1 MI) EAST FROM EAST
LIBERTY. OWNERSHIP--ROAD RIGHT-OF-WAY.
TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A CROSSROADS.
TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR
2.4 KM (1.5 MI) TO A CROSSROADS. TURN LEFT AND GO SOUTH ON SOUTH
ARLINGTON ROAD FOR 0.6 KM (0.4 MI) TO A SIDE ROAD RIGHT. TURN RIGHT
AND GO WEST ON KNOLLWOOD DRIVE FOR 0.3 KM (0.2 MI) TO A CROSSROADS.
TURN RIGHT AND TO NORTH ON GREENFIELD ROAD FOR 0.3 KM (0.2 MI) TO A
CROSSROADS. TURN LEFT AND GO WEST ON SLEEPY HOLLOW FOR 0.15 KM (0.1
MI) TO THE STATION ON THE LEFT.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BEESE
1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 38.3 METERS (125.5
FEET) EAST-SOUTHEAST FROM A POWERLINE POLE NUMBERED 114242, 4.5
METERS (14.9 FEET) SOUTH FROM THE CENTER OF SLEEPY HOLLOW, 30.5
METERS (100.2 FEET) NORTHWEST FROM THE NORTHWEST CORNER OF A HOUSE AT
602 SLEEPY HOLLOW AND 3.6 METERS (12.0 FEET) WEST FROM THE CENTER OF
A DRIVE LEADING SOUTH TO 602 SLEEPY HOLLOW.
|
2018-04-27 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2992 ***********************************************************************
KY2992 DESIGNATION - BEESE AZ MK
KY2992 PID - KY2992
KY2992 STATE/COUNTY- OH/SUMMIT
KY2992
KY2992 HORZ DATUM - NAD 83(1986)
KY2992 VERT DATUM - NGVD 29
KY2992
KY2992 POSITION - 40 58 19.29184(N) 081 30 02.01357(W) ADJUSTED
KY2992 83 minus 27 - +00.20211 -00.58171 NADCON
KY2992
KY2992 HEIGHT - 332.2 (meters) 1090. (feet) VERT ANGLE
KY2992 ***********************************************************************
KY2992
KY2992 LAPLACE CORR- -0.58 DEFLEC90
KY2992 GEOID HEIGHT- -33.47 GEOID90
KY2992
KY2992
KY2992 HORZ ORDER - SECOND
KY2992
KY2992
KY2992.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY2992.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2992.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY2992.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY2992
KY2992; North East Scale Converg.
KY2992;SPC OH N - 145,436.581 684,116.825 0.99994053 +0 39 23.7 MT
KY2992;UTM 17 - 4,535,772.265 457,884.324 0.99962183 -0 19 41.6 MT
KY2992
KY2992
KY2992
KY2992_STATION MARK IS AN AZIMUTH MARK DISK
KY2992_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2992
KY2992 HISTORY - Year Condition Recov. By
KY2992 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2992
KY2992 STATION DESCRIPTION
KY2992
KY2992'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2992'THE STATION IS LOCATED ABOUT 11 KM (6.75 MI) SOUTH FROM AKRON, 5.5 KM
KY2992'(3.5 MI) NORTHEAST FROM GREENSBURG AND 1.5 KM (1 MI) EAST FROM EAST
KY2992'LIBERTY. OWNERSHIP--ROAD RIGHT-OF-WAY.
KY2992'
KY2992'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
KY2992'HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A CROSSROADS.
KY2992'TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR
KY2992'2.4 KM (1.5 MI) TO A CROSSROADS. TURN LEFT AND GO SOUTH ON SOUTH
KY2992'ARLINGTON ROAD FOR 0.6 KM (0.4 MI) TO A SIDE ROAD RIGHT. TURN RIGHT
KY2992'AND GO WEST ON KNOLLWOOD DRIVE FOR 0.3 KM (0.2 MI) TO A CROSSROADS.
KY2992'TURN RIGHT AND TO NORTH ON GREENFIELD ROAD FOR 0.3 KM (0.2 MI) TO A
KY2992'CROSSROADS. TURN LEFT AND GO WEST ON SLEEPY HOLLOW FOR 0.15 KM (0.1
KY2992'MI) TO THE STATION ON THE LEFT.
KY2992'
KY2992'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---BEESE
KY2992'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
KY2992'IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 38.3 METERS (125.5
KY2992'FEET) EAST-SOUTHEAST FROM A POWERLINE POLE NUMBERED 114242, 4.5
KY2992'METERS (14.9 FEET) SOUTH FROM THE CENTER OF SLEEPY HOLLOW, 30.5
KY2992'METERS (100.2 FEET) NORTHWEST FROM THE NORTHWEST CORNER OF A HOUSE AT
KY2992'602 SLEEPY HOLLOW AND 3.6 METERS (12.0 FEET) WEST FROM THE CENTER OF
KY2992'A DRIVE LEADING SOUTH TO 602 SLEEPY HOLLOW.
KY2992'
|
|
|
|
|
|
|
|
|
|
|
|
2244474.0
|
477153.65625
|
0101000020960E000000B634A4BC1F4141D88B99B9841F1D41
|
true
|
2013-08-29 10:41:00 -0400
|
false
|
40.97202551111111111111
|
-81.500559325
|
-81.500559325
|
40.9720255111109
|
2244473.28285861
|
477153.181249795
|
684116.824848953
|
145436.580518079
|
134
|
134
|
BO 121
|
MB3055
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 121
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
18.15444
|
N
|
81
|
31
|
8.28372
|
W
|
ADJUSTED
|
-33.96
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
176845.939
|
682214.05
|
0.99994447
|
+
|
0
|
38
|
40.2
|
|
MT
|
|
|
|
|
295.0
|
968.0
|
VERT ANG
|
|
1.4
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.24 MILES
NORTHWEST OF THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
STATE ROUTE 8 PROCEED SOUTH ALONG STATE ROUTE 8 0.3 MILES TO ITS
INTERSECTION WITH BOSTON MILLS ROAD. TURN RIGHT AND PROCEED WEST
ALONG BOSTON MILLS ROAD 1.02 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-121. THE STATION IS
50.0 FEET NORTHEAST FROM POWER POLE NUMBER BO-2893, 26.0 FEET NORTH
FROM THE CENTERLINE OF BOSTON MILLS ROAD, 19.5 FEET SOUTHEAST FROM
POWER POLE NUMBER BO-2892, AND 32.0 FEET SOUTHWEST FROM A POWER POLE.
THE STATION IS 456.95 METERS FROM STATION BO-122.
GOOD FOR GPS
|
2019-07-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3055 ***********************************************************************
MB3055 DESIGNATION - BO 121
MB3055 PID - MB3055
MB3055 STATE/COUNTY- OH/SUMMIT
MB3055
MB3055 HORZ DATUM - NAD 83(1986)
MB3055 VERT DATUM - NGVD 29
MB3055
MB3055 POSITION - 41 15 18.15444(N) 081 31 08.28372(W) ADJUSTED
MB3055 83 minus 27 - +00.20117 -00.58427 NADCON
MB3055
MB3055 HEIGHT - 295.0 (meters) 968. (feet) VERT ANGLE
MB3055 ***********************************************************************
MB3055
MB3055 LAPLACE CORR- 1.40 DEFLEC90
MB3055 GEOID HEIGHT- -33.96 GEOID90
MB3055
MB3055
MB3055 HORZ ORDER - FIRST
MB3055
MB3055
MB3055.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3055.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3055.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3055
MB3055; North East Scale Converg.
MB3055;SPC OH N - 176,845.939 682,214.050 0.99994447 +0 38 40.2 MT
MB3055;UTM 17 - 4,567,199.714 456,522.619 0.99962326 -0 20 32.0 MT
MB3055
MB3055: Primary Azimuth Mark Grid Az
MB3055:SPC OH N - BO 122 092 04 15.1
MB3055:UTM 17 - BO 122 093 03 27.3
MB3055
MB3055|---------------------------------------------------------------------|
MB3055| Pid Reference Object Distance Geod. AZ |
MB3055| dddmmss.ss|
MB3055| MB3056 BO 122 456.936 METERS 0924255.3 |
MB3055|---------------------------------------------------------------------|
MB3055
MB3055_STATION MARK IS A SURVEY DISK
MB3055_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3055_THE MARK IS STAMPED: BO-121
MB3055
MB3055 HISTORY - Year Condition Recov. By
MB3055 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3055 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3055
MB3055 STATION DESCRIPTION
MB3055
MB3055'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3055'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.24 MILES
MB3055'NORTHWEST OF THE VILLAGE OF HUDSON.
MB3055'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
MB3055'STATE ROUTE 8 PROCEED SOUTH ALONG STATE ROUTE 8 0.3 MILES TO ITS
MB3055'INTERSECTION WITH BOSTON MILLS ROAD. TURN RIGHT AND PROCEED WEST
MB3055'ALONG BOSTON MILLS ROAD 1.02 MILES TO THE STATION ON THE RIGHT.
MB3055'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3055'CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-121. THE STATION IS
MB3055'50.0 FEET NORTHEAST FROM POWER POLE NUMBER BO-2893, 26.0 FEET NORTH
MB3055'FROM THE CENTERLINE OF BOSTON MILLS ROAD, 19.5 FEET SOUTHEAST FROM
MB3055'POWER POLE NUMBER BO-2892, AND 32.0 FEET SOUTHWEST FROM A POWER POLE.
MB3055'THE STATION IS 456.95 METERS FROM STATION BO-122.
|
|
|
|
|
|
|
|
|
|
|
|
2238231.0
|
580202.125
|
0101000020960E0000AC3A694C8B134141A4AFC719D4B42141
|
true
|
2011-01-20 08:19:00 -0500
|
false
|
41.2550429
|
-81.5189677
|
-81.5189677
|
41.2550428999999
|
2238230.59696134
|
580202.050351609
|
682214.050381917
|
176845.938639032
|
135
|
135
|
BO 122
|
MB3056
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
BO 122
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - DESTROYED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
15
|
17.45228
|
N
|
81
|
30
|
48.67844
|
W
|
ADJUSTED
|
-33.95
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
176829.428
|
682670.663
|
0.99994446
|
+
|
0
|
38
|
53.0
|
|
MT
|
|
|
|
|
311.9
|
1023.0
|
VERT ANG
|
|
1.5
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.24 MILES
NORTHWEST OF THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
STATE ROUTE 8 PROCEED SOUTH ALONG STATE ROUTE 8 0.3 MILES TO ITS
INTERSECTION WITH BOSTON MILLS ROAD. TURN RIGHT AND PROCEED WEST
ALONG BOSTON MILLS ROAD .62 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-122. THE STATION IS
13.0 FEET EAST FROM THE CENTERLINE OF FIELD DRIVE, 5.5 FEET SOUTHEAST
FROM POWER POLE, 26.0 FEET SOUTH FROM THE CENTERLINE OF BOSTON MILL
ROAD, 16.0 FEET SOUTHWEST FROM POWER POLE NUMBER BO 1643, AND 3.0 FEET
WEST FROM A METAL WITNESS POST. THE STATION IS 456.95 METERS FROM
STATION BO-121.
STATION HAS BEEN DESTROYED
|
2000-03-13 19:00:00 -0500
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3056 ***********************************************************************
MB3056 DESIGNATION - BO 122
MB3056 PID - MB3056
MB3056 STATE/COUNTY- OH/SUMMIT
MB3056
MB3056 HORZ DATUM - NAD 83(1986)
MB3056 VERT DATUM - NGVD 29
MB3056
MB3056 POSITION - 41 15 17.45228(N) 081 30 48.67844(W) ADJUSTED
MB3056 83 minus 27 - +00.20134 -00.58553 NADCON
MB3056
MB3056 HEIGHT - 311.9 (meters) 1023. (feet) VERT ANGLE
MB3056 ***********************************************************************
MB3056
MB3056 LAPLACE CORR- 1.50 DEFLEC90
MB3056 GEOID HEIGHT- -33.95 GEOID90
MB3056
MB3056
MB3056 HORZ ORDER - THIRD
MB3056
MB3056
MB3056.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3056.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3056.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3056
MB3056; North East Scale Converg.
MB3056;SPC OH N - 176,829.428 682,670.663 0.99994446 +0 38 53.0 MT
MB3056;UTM 17 - 4,567,175.350 456,978.733 0.99962278 -0 20 19.1 MT
MB3056
MB3056: Primary Azimuth Mark Grid Az
MB3056:SPC OH N - BO 121 272 04 15.3
MB3056:UTM 17 - BO 121 273 03 27.4
MB3056
MB3056|---------------------------------------------------------------------|
MB3056| Pid Reference Object Distance Geod. AZ |
MB3056| dddmmss.ss|
MB3056| MB3055 BO 121 456.936 METERS 2724308.3 |
MB3056|---------------------------------------------------------------------|
MB3056
MB3056_STATION MARK IS A SURVEY DISK
MB3056_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3056_THE MARK IS STAMPED: BO-122
MB3056
MB3056 HISTORY - Year Condition Recov. By
MB3056 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3056 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3056
MB3056 STATION DESCRIPTION
MB3056
MB3056'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3056'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.24 MILES
MB3056'NORTHWEST OF THE VILLAGE OF HUDSON.
MB3056'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
MB3056'STATE ROUTE 8 PROCEED SOUTH ALONG STATE ROUTE 8 0.3 MILES TO ITS
MB3056'INTERSECTION WITH BOSTON MILLS ROAD. TURN RIGHT AND PROCEED WEST
MB3056'ALONG BOSTON MILLS ROAD .62 MILES TO THE STATION ON THE LEFT.
MB3056'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3056'CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-122. THE STATION IS
MB3056'13.0 FEET EAST FROM THE CENTERLINE OF FIELD DRIVE, 5.5 FEET SOUTHEAST
MB3056'FROM POWER POLE, 26.0 FEET SOUTH FROM THE CENTERLINE OF BOSTON MILL
MB3056'ROAD, 16.0 FEET SOUTHWEST FROM POWER POLE NUMBER BO 1643, AND 3.0 FEET
MB3056'WEST FROM A METAL WITNESS POST. THE STATION IS 456.95 METERS FROM
MB3056'STATION BO-121.
|
|
|
|
|
|
|
|
|
|
|
|
2239729.25
|
580148.125
|
0101000020960E00009D315A55781641416BF1F4C267B42141
|
false
|
2005-04-13 09:43:00 -0400
|
false
|
41.25484785555555555556
|
-81.51352178888888888889
|
-81.5135217888889
|
41.2548478555554
|
2239728.666815
|
580147.880775017
|
682670.662986537
|
176829.427719064
|
151
|
151
|
CARRIE
|
MB1823
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
Disk
|
CARRIE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
1.13892
|
N
|
81
|
26
|
26.567
|
W
|
ADJUSTED
|
-33.57
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
152338.723
|
689070.366
|
0.99993932
|
+
|
0
|
41
|
45.2
|
|
MT
|
|
|
|
|
329.1
|
1080.0
|
VERT ANG
|
|
-0.64
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST FROM THE
APPROXIMATE CENTER OF AKRON, ON THE NORTH SHORE OF THE SPRINGFIELD LAKE AND JUST SOUTH FROM THE SPRINGFIELD TOWNSHIP HALL, FIRE HOUSE AND POLICE STATION. OWNERSHIP-- SPRINGFIELD TOWNSHIP PARK PROPERTY.
TO REACH THE STATION FROM THE SPRINGFIELD TOWNSHIP HALL, FIRE STATION AND POLICE STATION, GO SOUTH FOR ABOUT 84 METERS (275 FEET) TO THE STATION IN A GRASS COVERED AREA BETWEEN AN ASPHALT PARKING LOT AND THE LAKE SHORELINE.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---CARRIE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED
84.3 METERS (276.5 FEET) SW FROM THE SOUTHEAST CORNER TOWNSHIP BUILDING NUMBER 2465, 6.7 METERS (22.0 FEET) N FROM THE SHORE LINE, AND 34' W OF A 5" OAK, 55.5' SW OF AN ELECTRIC PANEL, 0.7' N OF AN ASPHALT WALKING TRAIL, 57' SOUTH OF THE BACK OF CURB, AND 86' E OF A PARK BENCH.
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---CARRIE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.7 METERS
(41.8 FEET) NE FROM THE NORTHEAST CORNER OF A HOUSE AT 2614 CANFIELD
PKWY, 1.2 METERS (4.0 FEET) NE FROM A POWERLINE POLE NUMBERED 4268,
1.1 METERS (3.5 FEET) NE FROM A CARSONITE WITNESS POST, AND 6.1
METERS (20.0 FEET) SW FROM THE CENTER OF CANFIELD PARKWAY.
TO REACH THE AZIMUTH MARK FROM FROM THE STATION, GO SOUTHEAST ON
CANFIELD PARKWAY FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.
|
2018-06-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1823 ***********************************************************************
MB1823 DESIGNATION - CARRIE
MB1823 PID - MB1823
MB1823 STATE/COUNTY- OH/SUMMIT
MB1823
MB1823 HORZ DATUM - NAD 83(1986)
MB1823 VERT DATUM - NGVD 29
MB1823
MB1823 POSITION - 41 02 01.13892(N) 081 26 26.56700(W) ADJUSTED
MB1823 83 minus 27 - +00.20260 -00.59439 NADCON
MB1823
MB1823 HEIGHT - 329.1 (meters) 1080. (feet) VERT ANGLE
MB1823 ***********************************************************************
MB1823
MB1823 LAPLACE CORR- -0.64 DEFLEC90
MB1823 GEOID HEIGHT- -33.57 GEOID90
MB1823
MB1823
MB1823 HORZ ORDER - FIRST
MB1823
MB1823
MB1823.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1823.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1823.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB1823
MB1823; North East Scale Converg.
MB1823;SPC OH N - 152,338.723 689,070.366 0.99993932 +0 41 45.2 MT
MB1823;UTM 17 - 4,542,586.046 462,954.163 0.99961689 -0 17 21.6 MT
MB1823
MB1823
MB1823
MB1823_STATION MARK IS A TRIANGULATION STATION DISK
MB1823_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1823
MB1823 HISTORY - Year Condition Recov. By
MB1823 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1823 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1823
MB1823 STATION DESCRIPTION
MB1823
MB1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1823'THERE ARE NO REFERENCE MARKS AT THIS STATION.
MB1823'
MB1823'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST FROM THE
MB1823'APPROXIMATE CENTER OF AKRON, ON THE NORTH SHORE OF THE SPRINGFIELD
MB1823'LAKE AND JUST SOUTH FROM THE SPRINGFIELD TOWNSHIP HALL, FIRE HOUSE
MB1823'AND POLICE STATION. OWNERSHIP-- SPRINGFIELD TOWNSHIP PARK PROPERTY.
MB1823'
MB1823'TO REACH THE STATION FROM THE SPRINGFIELD TOWNSHIP HALL, FIRE STATION
MB1823'AND POLICE STATION, GO SOUTH FOR ABOUT 84 METERS (275 FEET) TO THE
MB1823'STATION IN A GRASS COVERED AREA BETWEEN A GRAVELED PARKING LOT AND
MB1823'THE LAKE SHORE LINE.
MB1823'
MB1823'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
MB1823'---CARRIE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
MB1823'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 42.4 METERS
MB1823'(139.0 FEET) ESE FROM THE SOUTHEAST CORNER OF A PAVILLION, 84.3 METERS
MB1823'(276.5 FEET) SW FROM THE SOUTHEAST CORNER TOWNSHIP BUILDING NUMBER
MB1823'2465, 20.1 METERS (66.0 FEET) S FROM THE SOUTH EDGE OF THE GRAVELED
MB1823'PARKING LOT, 6.7 METERS (22.0 FEET) N FROM THE SHORE LINE, AND 11.9
MB1823'METERS (39.0 FEET) SE FROM A 6-INCH ASH TREE.
MB1823'
MB1823'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
MB1823'---CARRIE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
MB1823'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 12.7 METERS
MB1823'(41.8 FEET) NE FROM THE NORTHEAST CORNER OF A HOUSE AT 2614 CANFIELD
MB1823'PKWY, 1.2 METERS (4.0 FEET) NE FROM A POWERLINE POLE NUMBERED 4268,
MB1823'1.1 METERS (3.5 FEET) NE FROM A CARSONITE WITNESS POST, AND 6.1
MB1823'METERS (20.0 FEET) SW FROM THE CENTER OF CANFIELD PARKWAY.
MB1823'
MB1823'TO REACH THE AZIMUTH MARK FROM FROM THE STATION, GO SOUTHEAST ON
MB1823'CANFIELD PARKWAY FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT.
MB1823'
|
|
|
|
|
|
|
|
|
|
|
|
2260725.25
|
499797.875
|
0101000020960E0000D7674E837A3F4141136904D757811E41
|
true
|
2011-04-20 10:55:00 -0400
|
false
|
41.0336497
|
-81.44071305555555555555
|
-81.4407130555556
|
41.0336496999998
|
2260725.02583025
|
499797.959977762
|
689070.366013792
|
152338.722878652
|
152
|
152
|
CARRIE AZ MK
|
MB1824
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK
|
CARRIE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW -2015 COSE SURVEY FIELD CREW -2018 GOOD COSE SURVEY FIELD CREW - 2020 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
1
|
54.6456
|
N
|
81
|
26
|
11.89843
|
W
|
ADJUSTED
|
-33.57
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
152142.61
|
689415.405
|
0.99993934
|
+
|
0
|
41
|
54.9
|
|
MT
|
|
|
|
|
328.5
|
1078.0
|
VERT ANG
|
|
-0.67
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST FROM THE
APPROXIMATE CENTER OF AKRON, ON THE NORTHEAST SHORE OF THE
SPRINGFIELD LAKE, 0.5 KM (0.25 MI) SOUTHEAST FROM THE SPRINGFIELD
TOWNSHIP HALL AND 0.75 KM (0.5 MI) WEST FROM THE INTERSECTION OF U.S.
HIGHWAY 224 AND STATE HIGHWAY 8. OWNERSHIP--SPRINGFIELD TOWNSHIP
PARK PROPERTY.
TO REACH FROM THE SPRINGFIELD TOWNSHIP HALL AND FIRE STATION, GO
SOUTHEAST ON CANFIELD PARKWAY FOR 0.4 KM (0.25 MI) TO THE STATION.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---CARRIE
1983---SET IN THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE. IT IS 4 FEET NORTHEAST FROM A POWER POLE NUMBERED 4268, AND 6.1 METERS (20 FEET) SOUTHWEST FROM THE CENTER OF CANFIELD AVENUE.
|
2020-01-21 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1824 ***********************************************************************
MB1824 DESIGNATION - CARRIE AZ MK
MB1824 PID - MB1824
MB1824 STATE/COUNTY- OH/SUMMIT
MB1824
MB1824 HORZ DATUM - NAD 83(1986)
MB1824 VERT DATUM - NGVD 29
MB1824
MB1824 POSITION - 41 01 54.64560(N) 081 26 11.89843(W) ADJUSTED
MB1824 83 minus 27 - +00.20271 -00.59504 NADCON
MB1824
MB1824 HEIGHT - 328.5 (meters) 1078. (feet) VERT ANGLE
MB1824 ***********************************************************************
MB1824
MB1824 LAPLACE CORR- -0.67 DEFLEC90
MB1824 GEOID HEIGHT- -33.57 GEOID90
MB1824
MB1824
MB1824 HORZ ORDER - SECOND
MB1824
MB1824
MB1824.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1824.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1824.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB1824.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB1824
MB1824; North East Scale Converg.
MB1824;SPC OH N - 152,142.610 689,415.405 0.99993934 +0 41 54.9 MT
MB1824;UTM 17 - 4,542,384.094 463,295.668 0.99961658 -0 17 11.9 MT
MB1824
MB1824
MB1824
MB1824_STATION MARK IS AN AZIMUTH MARK DISK
MB1824_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1824
MB1824 HISTORY - Year Condition Recov. By
MB1824 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1824 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1824
MB1824 STATION DESCRIPTION
MB1824
MB1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1824'THE STATION IS LOCATED ABOUT 8 KM (5 MI) SOUTHEAST FROM THE
MB1824'APPROXIMATE CENTER OF AKRON, ON THE NORTHEAST SHORE OF THE
MB1824'SPRINGFIELD LAKE, 0.5 KM (0.25 MI) SOUTHEAST FROM THE SPRINGFIELD
MB1824'TOWNSHIP HALL AND 0.75 KM (0.5 MI) WEST FROM THE INTERSECTION OF U.S.
MB1824'HIGHWAY 224 AND STATE HIGHWAY 8. OWNERSHIP--SPRINGFIELD TOWNSHIP
MB1824'PARK PROPERTY.
MB1824'
MB1824'TO REACH FROM THE SPRINGFIELD TOWNSHIP HALL AND FIRE STATION, GO
MB1824'SOUTHEAST ON CANFIELD PARKWAY FOR 0.4 KM (0.25 MI) TO THE STATION.
MB1824'
MB1824'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---CARRIE
MB1824'1983---SET IN THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE POST WHICH
MB1824'IS FLUSH WITH THE SURFACE. IT IS 12.7 METERS (41.8 FEET) NORTHEAST
MB1824'FROM THE NORTHEAST CORNER OF HOUSE NUMBERED 2614, 1.2 METERS (4 FEET)
MB1824'NORTHEAST FROM A POWERLINE POLE NUMBERED 4268, 1.1 METERS (3.5 FEET)
MB1824'NORTHEAST FROM A WITNESS POST AND 6.1 METERS (20 FEET) SOUTHWEST FROM
MB1824'THE CENTER OF CANFIELD AVENUE.
MB1824'
|
|
|
|
|
|
|
|
|
|
|
|
2261857.25
|
499154.21875
|
0101000020960E00007C0A4285B0414141B9EBE42F4A771E41
|
true
|
2011-04-22 03:49:00 -0400
|
false
|
41.031846
|
-81.43663845277777777777
|
-81.4366384527778
|
41.0318459999999
|
2261857.04107791
|
499154.546771701
|
689415.404951356
|
152142.610141218
|
154
|
154
|
CHERYL
|
KY2993
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
CHERYL 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
1.30157
|
N
|
81
|
33
|
40.72316
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
144824.865
|
679009.82
|
0.99994068
|
+
|
0
|
37
|
0.0
|
|
MT
|
|
|
|
|
331.1
|
1086.0
|
VERT ANG
|
|
-0.88
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED 8.5 KM (5.5 MI) NORTHEAST FROM CLINTON, 6.5 KM
(4 MI) SOUTHEAST FROM BARBERTON AND 1.5 KM (1 MI) WEST FROM THE
TURKEYFOOT LAKE. OWNERSHIP--OHIO STATE PARKS.
TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3 MI) TO A CROSSROADS. TURN
LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR 8.45
KM (5.25 MI) TO A CROSSROADS. TURN LEFT AND GO SOUTH ON STATE
HIGHWAY 93 FOR 2.1 KM (1.3 MI) TO A SIDE ROAD LEFT AT SIGN PORTAGE
LAKE STATE PARK. TURN LEFT AND GO EAST ON STATE PARK ROAD ONE FOR
0.3 KM (0.1 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON STATE
PARK ROAD TWO FOR 0.15 KM (0.1 MI) TO THE STATION ON THE RIGHT. THIS
POINT IS 0.4 KM (0.25 MI) SOUTH FROM THE PARK HEADQUARTERS.
THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK
STAMPED---CHERYL 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
CONCRETE POST WHICH PROJECTS 10 CM (4 INCHES) ABOVE THE GROUND. IT
IS 9.1 METERS (30 FEET) EAST FROM THE CENTER OF THE STATE PARK ROAD
TWO, 1.2 METERS (4 FEET) SOUTH FROM A CARSONITE WITNESS POST AND 1.2
METERS (4 FEET) WEST FROM A BRUSH GROWN FIELD.
THERE ARE NO OTHER MARKS AT THIS STATION.
GOOD FOR GPS.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2993 ***********************************************************************
KY2993 DESIGNATION - CHERYL
KY2993 PID - KY2993
KY2993 STATE/COUNTY- OH/SUMMIT
KY2993
KY2993 HORZ DATUM - NAD 83(1986)
KY2993 VERT DATUM - NGVD 29
KY2993
KY2993 POSITION - 40 58 01.30157(N) 081 33 40.72316(W) ADJUSTED
KY2993 83 minus 27 - +00.20087 -00.56840 NADCON
KY2993
KY2993 HEIGHT - 331.1 (meters) 1086. (feet) VERT ANGLE
KY2993 ***********************************************************************
KY2993
KY2993 LAPLACE CORR- -0.88 DEFLEC90
KY2993 GEOID HEIGHT- -33.45 GEOID90
KY2993
KY2993
KY2993 HORZ ORDER - FIRST
KY2993
KY2993
KY2993.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY2993.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2993.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY2993
KY2993; North East Scale Converg.
KY2993;SPC OH N - 144,824.865 679,009.820 0.99994068 +0 37 00.0 MT
KY2993;UTM 17 - 4,535,248.575 452,769.178 0.99962746 -0 22 04.9 MT
KY2993
KY2993
KY2993
KY2993_STATION MARK IS A TRIANGULATION STATION DISK
KY2993_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2993
KY2993 HISTORY - Year Condition Recov. By
KY2993 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2993 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY2993
KY2993 STATION DESCRIPTION
KY2993
KY2993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2993'THE STATION IS LOCATED 8.5 KM (5.5 MI) NORTHEAST FROM CLINTON, 6.5 KM
KY2993'(4 MI) SOUTHEAST FROM BARBERTON AND 1.5 KM (1 MI) WEST FROM THE
KY2993'TURKEYFOOT LAKE. OWNERSHIP--OHIO STATE PARKS.
KY2993'
KY2993'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
KY2993'HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3 MI) TO A CROSSROADS. TURN
KY2993'LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR 8.45
KY2993'KM (5.25 MI) TO A CROSSROADS. TURN LEFT AND GO SOUTH ON STATE
KY2993'HIGHWAY 93 FOR 2.1 KM (1.3 MI) TO A SIDE ROAD LEFT AT SIGN PORTAGE
KY2993'LAKE STATE PARK. TURN LEFT AND GO EAST ON STATE PARK ROAD ONE FOR
KY2993'0.3 KM (0.1 MI) TO A SIDR ROAD LEFT. TURN LEFT AND GO NORTH ON STATE
KY2993'PARK ROAD TWO FOR 0.15 KM (0.1 MI) TO THE STATION ON THE RIGHT. THIS
KY2993'POINT IS 0.4 KM (0.25 MI) SOUTH FROM THE PARK HEADQUARTERS.
KY2993'
KY2993'THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK
KY2993'STAMPED---CHERYL 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
KY2993'CONCRETE POST WHICH PROJECTS 10 CM (4 INCHES) ABOVE THE GROUND. IT
KY2993'IS 9.1 METERS (30 FEET) EAST FROM THE CENTER OF THE STATE PARK ROAD
KY2993'TWO, 1.2 METERS (4 FEET) SOUTH FROM A CARSONITE WITNESS POST AND 1.2
KY2993'METERS (4 FEET) WEST FROM A BRUSH GROWN FIELD.
KY2993'
KY2993'THERE ARE NO OTHER MARKS AT THIS STATION.
KY2993'
|
|
|
|
|
|
|
|
|
|
|
|
2227718.75
|
475146.75
|
0101000020960E00004EBC9C0603FF4041AEEC8FFB28001D41
|
true
|
2011-01-26 09:38:00 -0500
|
false
|
40.96702821388888888889
|
-81.56131198888888888889
|
-81.5613119888889
|
40.9670282138888
|
2227718.05165819
|
475146.245666216
|
679009.820165056
|
144824.865328778
|
155
|
155
|
CHIC
|
KY2994
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
CHIC 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2012 GOOD COSE SURVEY CREW - 2021 COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
54
|
35.58271
|
N
|
81
|
28
|
4.45584
|
W
|
ADJUSTED
|
-33.42
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
138568.499
|
686946.724
|
0.99994292
|
+
|
0
|
40
|
40.9
|
|
MT
|
|
|
|
|
338.6
|
1111.0
|
VERT ANG
|
|
-1.21
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) NORTHWEST FROM CANTON, 2.5
KM (1.5 MI) SOUTH FROM GREENSBURG AND IN A CULTIVATED FIELD.
OWNERSHIP--DALE HUMBERT, 6521 MT PLEASANT ROAD NORTHWEST, AKRON OHIO
44720. TELEPHONE NUMBER (216) 499-5378.
TO REACH FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 2.8 KM (1.75 MI) TO A CROSSROADS.
TURN RIGHT AND GO WEST ON MT PLEASANT STREET FOR 0.3 KM (0.2 MI) TO A
SIDE ROAD RIGHT. TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1
KM (0.05 MI) TO A BOARD GATE ON THE RIGHT. TURN RIGHT AND GO
NORTHEAST ACROSS A GRASS COVERED FIELD FRO 0.2 KM (0.1 MI) TO A LOW
RIDGE AND THE STATION.
THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---CHIC
1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
PROJECTS 5 CM (2 INCH) ABOVE THE SURFACE OF THE GROUND. IT IS ABOUT
45 METERS (150 FEET) SOUTH FROM A FENCE LINE, 45 METERS (150 FEET)
EAST FROM THE BOARD FENCE, 1.1 METERS (3.5 FEET) SOUTH FROM A WITNESS
POST AND IN THE APPROXIMATE CENTER OF THE SMALL LOW RIDGE.
THERE ARE NO OTHER MARKS AT THIS STATION.
GOOD GPS
|
2021-06-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2994 ***********************************************************************
KY2994 DESIGNATION - CHIC
KY2994 PID - KY2994
KY2994 STATE/COUNTY- OH/SUMMIT
KY2994
KY2994 HORZ DATUM - NAD 83(1986)
KY2994 VERT DATUM - NGVD 29
KY2994
KY2994 POSITION - 40 54 35.58271(N) 081 28 04.45584(W) ADJUSTED
KY2994 83 minus 27 - +00.20509 -00.58316 NADCON
KY2994
KY2994 HEIGHT - 338.6 (meters) 1111. (feet) VERT ANGLE
KY2994 ***********************************************************************
KY2994
KY2994 LAPLACE CORR- -1.21 DEFLEC90
KY2994 GEOID HEIGHT- -33.42 GEOID90
KY2994
KY2994
KY2994 HORZ ORDER - FIRST
KY2994
KY2994
KY2994.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY2994.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2994.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY2994
KY2994; North East Scale Converg.
KY2994;SPC OH N - 138,568.499 686,946.724 0.99994292 +0 40 40.9 MT
KY2994;UTM 17 - 4,528,858.789 460,594.912 0.99961911 -0 18 23.1 MT
KY2994
KY2994
KY2994
KY2994_STATION MARK IS A TRIANGULATION STATION DISK
KY2994_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2994
KY2994 HISTORY - Year Condition Recov. By
KY2994 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2994
KY2994 STATION DESCRIPTION
KY2994
KY2994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2994'THE STATION IS LOCATED ABOUT 6.5 KM (4 MI) NORTHWEST FROM CANTON, 2.5
KY2994'KM (1.5 MI) SOUTH FROM GREENSBURG AND IN A CULTIVATED FIELD.
KY2994'OWNERSHIP--DALE HUMBERT, 6521 MT PLEASANT ROAD NORTHWEST, AKRON OHIO
KY2994'44720. TELEPHONE NUMBER (216) 499-5378.
KY2994'
KY2994'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON STATE
KY2994'HIGHWAY 241 (MASSILLON ROAD) FOR 2.8 KM (1.75 MI) TO A CROSSROADS.
KY2994'TURN RIGHT AND GO WEST ON MT PLEASANT STREET FOR 0.3 KM (0.2 MI) TO A
KY2994'SIDE ROAD RIGHT. TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.1
KY2994'KM (0.05 MI) TO A BOARD GATE ON THE RIGHT. TURN RIGHT AND GO
KY2994'NORTHEAST ACROSS A GRASS COVERED FIELD FRO 0.2 KM (0.1 MI) TO A LOW
KY2994'RIDGE AND THE STATION.
KY2994'
KY2994'THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---CHIC
KY2994'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
KY2994'PROJECTS 5 CM (2 INCH) ABOVE THE SURFACE OF THE GROUND. IT IS ABOUT
KY2994'45 METERS (150 FEET) SOUTH FROM A FENCE LINE, 45 METERS (150 FEET)
KY2994'EAST FROM THE BOARD FENCE, 1.1 METERS (3.5 FEET) SOUTH FROM A WITNESS
KY2994'POST AND IN THE APPROXIMATE CENTER OF THE SMALL LOW RIDGE.
KY2994'
KY2994'THERE ARE NO OTHER MARKS AT THIS STATION.
KY2994'
|
|
|
|
|
|
|
|
|
|
|
|
2253758.0
|
454620.625
|
0101000020960E000050BABEDADE31414191E1979970BF1B41
|
true
|
2012-09-05 03:19:00 -0400
|
false
|
40.90988408611111111111
|
-81.4679044
|
-81.4679044
|
40.9098840861109
|
2253757.70894555
|
454620.149993443
|
686946.72358005
|
138568.498854981
|
156
|
156
|
CHRIS
|
MB1825
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2013 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
55.53735
|
N
|
81
|
41
|
15.68604
|
W
|
ADJUSTED
|
-33.5
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
151943.112
|
668305.511
|
0.99993933
|
+
|
0
|
32
|
1.1
|
|
MT
|
|
|
|
|
359.2
|
1178.0
|
VERT ANG
|
|
-0.38
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 4 KM (2.25 MI) EAST FROM WADSWORTH, 3.25
KM (2 MI) WEST-NORTHWEST FROM NORTON AND 0.75 KM (0.5 MI) NORTH FROM
WESTERN STAR. OWNERSHIP--ROAD RIGHT-OF-WAY.
TO REACH FROM THE POST OFFICE AT WADSWORTH, GO EAST ON BROAD STREET
WHICH BECOMES GREENWICH ROAD FOR 3.35 KM (2.05 MI) TO A CROSSROADS.
TURN LEFT AND GO NORTH ON MEDINA LINE ROAD FOR 0.8 KM (0.5 MI) TO A
SMALL CUTBANK ON THE RIGHT AND THE STATION ATOP THE BANK. 195 FEET SOUTH FROM CENTERLINE OF DRIVE FOR
HOUSE NUMBER 3760
THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK
STAMPED---CHRIS 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 8.1
METERS (26.5 FEET) EAST FROM THE CENTER OF MEDINA LINE ROAD, 1.6
METERS (5.3 FEET) SOUTH FROM A 1 METER (3 FEET) HIGH WOOD POST AND
1.2 METERS (3.8 FEET) NORTH FROM A CARSONITE WITNESS POST.
THERE ARE NO OTHER MARKS AT THIS STATION. IN THE RECON REPORT, AN
AZIMUTH MARK WAS SELECTED FOR THIS STATION CHRIS. HOWEVER, THERE WAS
ONLY ONE SUITABLE LOCATION AVAILABLE TO SET AN AZIMUTH MARK AND THE
OWNER OF THAT PROPERTY CHANGED HER MIND AT THE LAST MINUTE AND WOULD
NOW ALLOW THE AZIMUTH MARK TO BE SET. SO, NO AZIMUTH MARK FOR THIS
STATION WAS ESTABLISHED.
|
2018-05-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1825 ***********************************************************************
MB1825 DESIGNATION - CHRIS
MB1825 PID - MB1825
MB1825 STATE/COUNTY- OH/SUMMIT
MB1825
MB1825 HORZ DATUM - NAD 83(1986)
MB1825 VERT DATUM - NGVD 29
MB1825
MB1825 POSITION - 41 01 55.53735(N) 081 41 15.68604(W) ADJUSTED
MB1825 83 minus 27 - +00.19706 -00.54267 NADCON
MB1825
MB1825 HEIGHT - 359.2 (meters) 1178. (feet) VERT ANGLE
MB1825 ***********************************************************************
MB1825
MB1825 LAPLACE CORR- -0.38 DEFLEC90
MB1825 GEOID HEIGHT- -33.50 GEOID90
MB1825
MB1825
MB1825 HORZ ORDER - FIRST
MB1825
MB1825
MB1825.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1825.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1825.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB1825
MB1825; North East Scale Converg.
MB1825;SPC OH N - 151,943.112 668,305.511 0.99993933 +0 32 01.1 MT
MB1825;UTM 17 - 4,542,547.530 442,192.039 0.99964113 -0 27 05.3 MT
MB1825
MB1825
MB1825
MB1825_STATION MARK IS A TRIANGULATION STATION DISK
MB1825_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1825
MB1825 HISTORY - Year Condition Recov. By
MB1825 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1825
MB1825 STATION DESCRIPTION
MB1825
MB1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1825'THE STATION IS LOCATED ABOUT 4 KM (2.25 MI) EAST FROM WADSWORTH, 3.25
MB1825'KM (2 MI) WEST-NORTHWEST FROM NORTON AND 0.75 KM (0.5 MI) NORTH FROM
MB1825'WESTERN STAR. OWNERSHIP--ROAD RIGHT-OF-WAY.
MB1825'
MB1825'TO REACH FROM THE POST OFFICE AT WADSWORTH, GO EAST ON BROAD STREET
MB1825'WHICH BECOMES GREENWICH ROAD FOR 3.35 KM (2.05 MI) TO A CROSSROADS.
MB1825'TURN LEFT AND GO NORTH ON MEDINA LINE ROAD FOR 0.8 KM (0.5 MI) TO A
MB1825'SMALL CUTBANK ON THE RIGHT AND THE STATION ATOP THE BANK.
MB1825'
MB1825'THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK
MB1825'STAMPED---CHRIS 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
MB1825'CONCRETE POST WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 8.1
MB1825'METERS (26.5 FEET) EAST FROM THE CENTER OF MEDINA LINE ROAD, 1.6
MB1825'METERS (5.3 FEET) SOUTH FROM A 1 METER (3 FEET) HIGH WOOD POST AND
MB1825'1.2 METERS (3.8 FEET) NORTH FROM A CARSONITE WITNESS POST.
MB1825'
MB1825'THERE ARE NO OTHER MARKS AT THIS STATION. IN THE RECON REPORT, AN
MB1825'AZIMUTH MARK WAS SELECTED FOR THIS STATION CHRIS. HOWEVER, THERE WAS
MB1825'ONLY ONE SUITABLE LOCATION AVAILABLE TO SET AN AZIMUTH MARK AND THE
MB1825'OWNER OF THAT PROPERTY CHANGED HER MIND AT THE LAST MINUTE AND WOULD
MB1825'NOW ALLOW THE AZIMUTH MARK TO BE SET. SO, NO AZIMUTH MARK FOR THIS
MB1825'STATION WAS ESTABLISHED.
MB1825'
|
|
|
|
|
|
|
|
|
|
|
|
2192599.0
|
498499.78125
|
0101000020960E00009BFEAE7F6BBA404108FDA51B106D1E41
|
true
|
2013-09-05 09:54:00 -0400
|
false
|
41.03209370833333333334
|
-81.68769056666666666666
|
-81.6876905666667
|
41.0320937083332
|
2192598.99752791
|
498500.027000383
|
668305.511057529
|
151943.112115922
|
157
|
157
|
CLEWELL
|
KY2995
|
OH
|
Summit
|
|
NGS
|
1982-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
CLEWELL 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2004 NOT RECOVERED COSE
HISTORY - 2013 NOT RECOVERED SCE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
2.5703
|
N
|
81
|
35
|
32.86794
|
W
|
ADJUSTED
|
-33.43
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
144836.246
|
676387.487
|
0.99994067
|
+
|
0
|
35
|
46.3
|
|
MT
|
|
|
|
|
332.0
|
1089.0
|
VERT ANG
|
|
-0.87
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 8.5 KM (5.25 MI) EAST FROM DOYLESTOWN,
6.5 KM (4 MI) NORTHEAST FROM CLINTON AND 5.25 KM (3.25 MI)
SOUTH-SOUTHEAST FROM BARBERTON. OWNERSHIP--LINDA GROFF CLEWELL, 5420
GROVE ROAD, CLINTON, OHIO 44216. TELEPHONE (216) 882-3770.
TO REACH THE STATION FROM THE POST OFFICE AT BARBERTON, GO NORTH ON
THIRD STREET NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS, TURN RIGHT AND
GO EAST ON EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A
CROSSROADS. TURN RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM
(2.65 MI) TO A CROSSROADS. TURN LEFT AND GO EAST ON VANDERHOOF ROAD
FOR 0.95 KM (0.6 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH
UPHILL ON GROVE ROAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT
BEHIND THE HOUSE IN THE SOUTHWEST CORNER OF THE PROPERTY.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---CLEWELL 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 87.2 METERS
(286.0 FEET) W FROM THE CENTER OF GROVE ROAD, 44.8 METERS (147.0
FEET) WSW FROM THE SOUTHWEST CORNER OF MR. CLEWELLS HOME, 15.2 METERS
(50.0 FEET) SW FROM A CARSONITE WITNESS POST, 15.9 METERS (52.2 FEET)
SW FROM A 14-INCH APPLE TREE, AND 1.5 METERS (5.0 FEET) NE FROM THE
MOST SOUTHWEST CORNER OF MRS. CLEWELLS PROPERTY.
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---CLEWELL 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE
GROUND LOCATED 37.2 METERS (122.0 FEET) NE FROM THE NORTHEAST CORNER
OF MR. FOREST DANIELS HOME, 5.9 METERS (19.5 FEET) S FROM THE CENTER
OF JOHNS ROAD, 6.6 METERS (21.5 FEET) W FROM A POWERLINE POLE, AND
1.1 METERS (3.5 FEET) SE FROM A CARSONITE WITNESS POST.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GROVE ROAD
FOR 0.3 KM (0.2 MI) TO A CROSSROADS. TURN RIGHT AND GO WEST ON
JOHNS ROAD FOR 0.3 KM (0.1 MI) TO THE AZIMUTH MARK ON THE LEFT ATOP A
SMALL CUTBANK JUST NORTHWEST FROM MR. DANIELS HOUSE AT 1944 JOHNS
ROAD.
NOT FOUND
|
2013-11-13 19:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2995 ***********************************************************************
KY2995 DESIGNATION - CLEWELL
KY2995 PID - KY2995
KY2995 STATE/COUNTY- OH/SUMMIT
KY2995
KY2995 HORZ DATUM - NAD 83(1986)
KY2995 VERT DATUM - NGVD 29
KY2995
KY2995 POSITION - 40 58 02.57030(N) 081 35 32.86794(W) ADJUSTED
KY2995 83 minus 27 - +00.20014 -00.56176 NADCON
KY2995
KY2995 HEIGHT - 332.0 (meters) 1089. (feet) VERT ANGLE
KY2995 ***********************************************************************
KY2995
KY2995 LAPLACE CORR- -0.87 DEFLEC90
KY2995 GEOID HEIGHT- -33.43 GEOID90
KY2995
KY2995
KY2995 HORZ ORDER - FIRST
KY2995
KY2995
KY2995.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY2995.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2995.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY2995
KY2995; North East Scale Converg.
KY2995;SPC OH N - 144,836.246 676,387.487 0.99994067 +0 35 46.3 MT
KY2995;UTM 17 - 4,535,305.002 450,148.244 0.99963059 -0 23 18.4 MT
KY2995
KY2995
KY2995
KY2995_STATION MARK IS AN AZIMUTH MARK DISK
KY2995_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2995
KY2995 HISTORY - Year Condition Recov. By
KY2995 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2995
KY2995 STATION DESCRIPTION
KY2995
KY2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2995'THERE ARE NO REFERENCE MARKS AT THIS STATION.
KY2995'
KY2995'THE STATION IS LOCATED ABOUT 8.5 KM (5.25 MI) EAST FROM DOYLESTOWN,
KY2995'6.5 KM (4 MI) NORTHEAST FROM CLINTON AND 5.25 KM (3.25 MI)
KY2995'SOUTH-SOUTHEAST FROM BARBERTON. OWNERSHIP--LINDA GROFF CLEWELL, 5420
KY2995'GROVE ROAD, CLINTON, OHIO 44216. TELEPHONE (216) 882-3770.
KY2995'
KY2995'TO REACH THE STATION FROM THE POST OFFICE AT BARBERTON, GO NORTH ON
KY2995'THIRD STREET NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS, TURN RIGHT AND
KY2995'GO EAST ON EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A
KY2995'CROSSROADS. TURN RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM
KY2995'(2.65 MI) TO A CROSSROADS. TURN LEFT AND GO EAST ON VANDERHOOF ROAD
KY2995'FOR 0.95 KM (0.6 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH
KY2995'UPHILL ON GROVE ROAD FOR 0.5 KM (0.3 MI) TO THE STATION ON THE RIGHT
KY2995'BEHIND THE HOUSE IN THE SOUTHWEST CORNER OF THE PROPERTY.
KY2995'
KY2995'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY2995'---CLEWELL 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
KY2995'CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 87.2 METERS
KY2995'(286.0 FEET) W FROM THE CENTER OF GROVE ROAD, 44.8 METERS (147.0
KY2995'FEET) WSW FROM THE SOUTHWEST CORNER OF MR. CLEWELLS HOME, 15.2 METERS
KY2995'(50.0 FEET) SW FROM A CARSONITE WITNESS POST, 15.9 METERS (52.2 FEET)
KY2995'SW FROM A 14-INCH APPLE TREE, AND 1.5 METERS (5.0 FEET) NE FROM THE
KY2995'MOST SOUTHWEST CORNER OF MRS. CLEWELLS PROPERTY.
KY2995'
KY2995'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY2995'---CLEWELL 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
KY2995'CM (12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE
KY2995'GROUND LOCATED 37.2 METERS (122.0 FEET) NE FROM THE NORTHEAST CORNER
KY2995'OF MR. FOREST DANIELS HOME, 5.9 METERS (19.5 FEET) S FROM THE CENTER
KY2995'OF JOHNS ROAD, 6.6 METERS (21.5 FEET) W FROM A POWERLINE POLE, AND
KY2995'1.1 METERS (3.5 FEET) SE FROM A CARSONITE WITNESS POST.
KY2995'
KY2995'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON GROVE ROAD
KY2995'FOR 0.3 KM (0.2 MI) TO A CROSSROADS. TURN RIGHT AND GO WEST ON
KY2995'JOHNS ROAD FOR 0.3 KM (0.1 MI) TO THE AZIMUTH MARK ON THE LEFT ATOP A
KY2995'SMALL CUTBANK JUST NORTHWEST FROM MR. DANIELS HOUSE AT 1944 JOHNS
KY2995'ROAD.
KY2995'
|
|
|
|
|
|
|
|
|
|
|
|
2219115.25
|
475183.5625
|
0101000020960E0000A0178A4E35EE404142F61D57BE001D41
|
true
|
2013-11-27 05:10:00 -0500
|
false
|
40.96738063888888888889
|
-81.59246331666666666666
|
-81.5924633166667
|
40.9673806388887
|
2219114.61358924
|
475183.585075233
|
676387.486996975
|
144836.246403408
|
242
|
242
|
COSE 628
|
CE0628
|
OH
|
Summit
|
|
|
|
IRONBAR 1IN.
|
NO STAMP
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
55
|
29.77441
|
N
|
81
|
32
|
7.81695
|
W
|
ADJUSTED
|
-33.25
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
140174.813
|
681233.632
|
0.9999422
|
+
|
0
|
38
|
1.0
|
|
MT
|
C
|
|
|
|
297.185
|
975.014
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
|
|
|
|
|
'DESCRIBED BY
THE STATION IS LOCATED IN THE CENTER OF SOUTH MAIN STREET (C.H. 50) 0.3 MILES NORTH OF COMET ROAD (C.H. 64), 31.98’ EAST OF A PK NAIL IN THE NORTH SIDE OF TELEPHONE POWER POLE # 251/43. 29.31’ EAST OF A CONCRETE R/W MONUMENT ,
103.67’ NORTHEAST OF A PK NAIL IN THE EAST SIDE OF POLE NUMBER 251/44, 30.11' WEST OF A CONCRETE R/W MONUMENT, 50' NORTH OF DRIVE FOR HSE #6090 SOUTH MAIN ST. STATION IS THE UNVERIFIED EAST CORNER OF SECTIONS 25 & 26 OF FRANKLIN TOWNSHIP.
UNDER PAVEMENT IN MONUMENT BOX.
|
2021-06-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0628 ***********************************************************************
CE0628 DESIGNATION - COSE 628
CE0628 PID - CE0628
CE0628 STATE/COUNTY- OH/SUMMIT
CE0628 USGS QUAD -
CE0628
CE0628 HORZ DATUM - NAD 83(1986)
CE0628 VERT DATUM - NGVD 88
CE0628
CE0628 POSITION - 40 55 29.77441(N) 081 32 07.81695(W) ADJUSTED
CE0628 83 minus 27 -
CE0628
CE0628 HEIGHT - 297.185 (meters) 975.014 (feet) GPS OBS
CE0628 88 minus 29 -
CE0628 ***********************************************************************
CE0628 LAPLACE CORR-
CE0628 GEOID HEIGHT- -33.258
CE0628
CE0628 HORZ ORDER - SECOND CLASS I
CE0628 VERT ORDER -
CE0628
CE0628.The horizontal coordinates were established by GPS observations
CE0628.and adjusted by Woolpert in March 1997.
CE0628
CE0628.The orthometric height was determined by GPS observations.
CE0628
CE0628
CE0628.The geoid height was determined by GEOID93.
CE0628
CE0628; North East Scale Converg.
CE0628;SPC OH N - 140174.813 681233.632 0.99994220 +0 38 01.05 MT
CE0628;SPC OH N - 459890.199 2235014.008 US SURVEY FEET
CE0628
CE0628_STATION MARK IS A 1” IRON BAR IN A MONUMENT BOX
CE0628_WITH SETTING:
CE0628_THE MARK IS STAMPED: NO STAMP
CE0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0628+STABILITY: SURFACE MOTION
CE0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0628+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0628
CE0628 HISTORY - Year Condition Recov. By
CE0628 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE0628
CE0628 STATION DESCRIPTION
CE0628
CE0628'DESCRIBED BY
CE0628'THE STATION IS LOCATED IN THE CENTER OF SOUTH MAIN STREET
CE0628'(C.H. 50) 0.3 MILES NORTH OF COMET ROAD (C.H. 64) 31.98’
CE0628 SOUTHEAST OF A PK NAIL IN THE NORTH SIDE OF TELEPHONE
CE0628’POWER POLE # 251/43. 29.31’ EAST OF A CONCRETE R/W MONUMENT
CE0628’103.67’ NORTHEAST OF A OK NAIL IN THE EAST SIDE OF POLE
CE0628’NUMBER 251/44 30.11’ WEST OF A CONCRETE R/W MONUMENT.
CE0628’STATION IS THE UNVERIFIED EAST CORNER OF SECTIONS 25 & 26
CE0628’OF FRANKLIN TOWNSHIP.
CE0628
|
|
|
|
|
|
|
|
|
|
|
|
2235013.25
|
459890.5
|
0101000020960E000087472801430D4141DE079CCCC8111C41
|
true
|
2013-11-08 09:48:00 -0500
|
false
|
40.92493733611111111111
|
-81.53550470833333333333
|
-81.5355047083333
|
40.9249373361109
|
2235014.00904173
|
459890.19981396
|
681233.632423184
|
140174.813252904
|
244
|
244
|
COSE 630
|
CE0630
|
OH
|
Summit
|
|
|
|
1 IN IRON BAR
|
NO STAMP
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2006 GOOD COSE SURVEY CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
54
|
37.16159
|
N
|
81
|
32
|
11.20426
|
W
|
ADJUSTED
|
-33.25
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
138551.136
|
681172.317
|
0.9999429
|
+
|
0
|
37
|
58.8
|
|
MT
|
C
|
|
|
|
316.825
|
1039.45
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
|
|
|
|
|
DESCRIBED BY
THE STATION IS LOCATED AT THE INTERSECTION OF SOUTH MAIN STREET (C.H. 50) AND MOUNT PLEASANT ROAD (C.H. 7) 28.86’ NORTHEAST OF A NAIL IN THE NORTH SIDE TELEPHONE POWER POLE #251/73, 26.0’ EAST OF A WITNESS POST, 61.54’ SOUTHWEST OF A PK NAIL WITH PUNCHMARK IN THE SOUTH SIDE OF TELEPHONE POWER POLE #41/1 AND 70.15’ NORTHWEST OF A NAIL WITH PUNCHMARK IN THE WEST SIDE OF TELEPHONE POWER POLE #S-61. STATION IS THE UNVERIFIED SOUTHEAST CORNER OF SECTION 36 AND THE SOUTHEAST CORNER OF FRANKLIN TOWNSHIP.
IN A MONUMENT BOX
|
2021-06-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0630 ***********************************************************************
CE0630 DESIGNATION - COSE 630
CE0630 PID - CE0630
CE0630 STATE/COUNTY- OH/SUMMIT
CE0630 USGS QUAD -
CE0630
CE0630 HORZ DATUM - NAD 83(1986)
CE0630 VERT DATUM - NGVD 88
CE0630
CE0630 POSITION - 40 54 37.16159(N) 081 32 11.20426(W) ADJUSTED
CE0630 83 minus 27 -
CE0630
CE0630 HEIGHT - 316.825 (meters) 1039.450 (feet) GPS OBS
CE0630 88 minus 29 -
CE0630 ***********************************************************************
CE0630 LAPLACE CORR-
CE0630 GEOID HEIGHT- -33.253
CE0630
CE0630 HORZ ORDER - SECOND CLASS I
CE0630 VERT ORDER -
CE0630
CE0630.The horizontal coordinates were established by GPS observations
CE0630.and adjusted by Woolpert in March 1997.
CE0630
CE0630.The orthometric height was determined by GPS observations.
CE0630
CE0630
CE0630.The geoid height was determined by GEOID93.
CE0630
CE0630; North East Scale Converg.
CE0630;SPC OH N - 138551.136 681172.317 0.99994290 +0 37 58.82 MT
CE0630;SPC OH N - 454563.185 2234812.843 US SURVEY FEET
CE0630
CE0630_STATION MARK IS A 1” IRON BAR IN A MONUMENT BOX
CE0630_WITH SETTING:
CE0630_THE MARK IS STAMPED: NO STAMP
CE0630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0630+STABILITY: SURFACE MOTION
CE0630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0630+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0630
CE0630 HISTORY - Year Condition Recov. By
CE0630 HISTORY -
CE0630 STATION DESCRIPTION
CE0630
CE0630'DESCRIBED BY
CE0630'THE STATION IS LOCATED AT THE INTERSECTION OF SOUTH MAIN STREET
CE0630'(C.H. 50) AND MOUNT PLEASANT ROAD (C.H. 7) 28.86’ NORTHEAST OF A
CE0630’NAIL IN THE NORTH SIDE TELEPHONE POWER POLE #251/73 26.0’ EAST OF
CE0630’A WITNESS POST 61.54’ SOUTHWEST OF A PK NAIL WITH PUNCHMARK IN
CE0630’THE SOUTH SIDE OF TELEPHONE POWER POLE #41/1 AND 70.15’
CE0630’NORTHWEST OF A NAIL WITH PUNCHMARK IN THE WEST SIDE OF
CE0630 TELEPHONE POWER POLE #S-61. STATION IS THE UNVERIFIED
CE0630 SOUTHEAST CORNER OF SECTION 36 AND THE SOUTHEAST CORNER OF
CE0630’FRANKLIN TOWNSHIP.
CE0630
|
|
|
|
|
|
|
|
|
|
|
|
2234812.75
|
454563.71875
|
0101000020960E00002A0A096CDE0C41411DC107BF8CBE1B41
|
true
|
2013-09-03 02:49:00 -0400
|
false
|
40.91032266388888888889
|
-81.53644562777777777777
|
-81.5364456277778
|
40.9103226638887
|
2234812.84402587
|
454563.186553018
|
681172.31720372
|
138551.136363617
|
257
|
257
|
CP 14
|
CE1013
|
OH
|
Summit
|
|
|
|
Disk
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 1998 - GOOD COSE
HISTORY - 2004- GOOD COSE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
32.99
|
N
|
81
|
41
|
14.5
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1033.53
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 218' SOUTH OF THE INTERSECTION OF
MEDINA LINE AND S.R. 162 IN THE EAST CONCRETE HEADWALL
OF CULVERT. CULVERT HAS BEEN REPLACED.
NEW BENCHMARK FOUND ON HEADWALL STAMPED-"OHIO DEPT. OF TRANSPORTATION BENCHMARK DIST O3".
|
2004-03-14 19:00:00 -0500
|
SCE
|
Destroyed
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1013 *********************************************************************
CE1013 DESIGNATION - CP 14
CE1013 PID - CE1013
CE1013 STATE/COUNTY- OH/SUMMIT
CE1013
CE1013 HORZ DATUM - NAD 83(1986)
CE1013 VERT DATUM - NGVD 29
CE1013
CE1013 POSITION - 41 05 32.99 (N) 081 41 14.50 (W) SCALED
CE1013 83 MINUS 27 -
CE1013
CE1013 HEIGHT - (meters) 1033.53 (feet) ADJUST
CE1013 88 MINUS 29 -
CE1013 *********************************************************************
CE1013
CE1013 VERT OREDR - THIRD
CE1013
CE1013 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1013 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1013 BY DIFFERENTIAL LEVELING USGS 1950's.
CE1013
CE1013_STATION MARK IS A SURVEY DISK
CE1013_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF A CULVERT
CE1013_THE MARK IS STAMPED: NOT STAMPED
CE1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1013+STABILITY: SURFACE MOTION
CE1013_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1013+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1013
CE1013 HISTORY - Year Condition Recov. By
CE1013 HISTORY - 1996 - GOOD COSE
CE1013 HISTORY - 1998 - GOOD COSE
CE1013 STATION DESCRIPTION
CE1013
CE1013 DESCRIBED BY COSE
CE1013 THE STATION IS LOCATED 218' SOUTH OF THE INTERSECTION OF
CE1013 MEDINA LINE AND S.R. 162 IN THE EAST CONCRETE HEADWALL
CE1013 OF CULVERT.
CE1013
|
|
|
|
|
|
|
|
|
|
|
|
2192523.25
|
520407.65625
|
0101000020960E000060D5D86A32BA4041D766C933EBC41F41
|
false
|
2005-03-21 08:12:00 -0500
|
false
|
41.09249722222222222222
|
-81.68736111111111111111
|
-81.6873611111111
|
41.0924972222221
|
2192484.83474223
|
520506.800572974
|
668270.714170861
|
158650.790116206
|
308
|
308
|
TW 118
|
MB3093
|
OH
|
Summit
|
TWINSBURG
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 118
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2014 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
19
|
57.71657
|
N
|
81
|
27
|
31.33793
|
W
|
ADJUSTED
|
-34.05
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
185527.879
|
687161.088
|
0.99994981
|
+
|
0
|
41
|
2.7
|
|
MT
|
|
|
|
|
293.4
|
963.0
|
VERT ANG
|
|
1.39
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO IN THE VILLAGE OF
TWINSBURG.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14, U.S.
HIGHWAY 480 AND STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 2.4
MILES TO ITS INTERSECTION WITH GLENWOOD DRIVE. TURN LEFT AND PROCEED
WEST ALONG GLENWOOD DRIVE 1.02 MILES TO ITS INTERSECTION WITH
IDLEWOOD. TURN LEFT AND PROCEED SOUTH ALONG IDLEWOOD 0.5 MILES TO THE
STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE SET FLUSH WITH THE GROUND AND STAMPED TW-118. THE STATION IS
46.0 FEET NORTHWEST FROM A STREET LIGHT, 18.5 FEET NORTHWEST FROM THE
CENTERLINE OF IDLEWOOD, 83.5 FEET SOUTHWEST FROM A POWER POLE, 14.0
FEET SOUTHWEST FROM A SPEED LIMIT SIGN, AND 7.2 FEET SOUTHEAST FROM
THE EDGE OF PAVEMENT OF SIDEWALK. THE STATION IS 390.09 METERS FROM
STATION TW-119.ALSO SOUTH OF HOUSE # 2038 E. IDLEWOOD
292' SOUTHWEST OF CL EDGEWOOD DRIVE. 4.8' BACK OF CURB.
|
2021-05-27 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3093 ***********************************************************************
MB3093 DESIGNATION - TW 118
MB3093 PID - MB3093
MB3093 STATE/COUNTY- OH/SUMMIT
MB3093
MB3093 HORZ DATUM - NAD 83(1986)
MB3093 VERT DATUM - NGVD 29
MB3093
MB3093 POSITION - 41 19 57.71657(N) 081 27 31.33793(W) ADJUSTED
MB3093 83 minus 27 - +00.19803 -00.58824 NADCON
MB3093
MB3093 HEIGHT - 293.4 (meters) 963. (feet) VERT ANGLE
MB3093 ***********************************************************************
MB3093
MB3093 LAPLACE CORR- 1.39 DEFLEC90
MB3093 GEOID HEIGHT- -34.05 GEOID90
MB3093
MB3093
MB3093 HORZ ORDER - FIRST
MB3093
MB3093
MB3093.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3093.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3093.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3093
MB3093; North East Scale Converg.
MB3093;SPC OH N - 185,527.879 687,161.088 0.99994981 +0 41 02.7 MT
MB3093;UTM 17 - 4,575,792.356 461,616.792 0.99961813 -0 18 10.6 MT
MB3093
MB3093: Primary Azimuth Mark Grid Az
MB3093:SPC OH N - TW 119 225 33
MB3093:UTM 17 - TW 119 226 32
MB3093
MB3093|---------------------------------------------------------------------|
MB3093| Pid Reference Object Distance Geod. AZ |
MB3093| dddmmss.ss|
MB3093| MB3094 TW 119 390.077 METERS 22614 |
MB3093|---------------------------------------------------------------------|
MB3093
MB3093_STATION MARK IS A SURVEY DISK
MB3093_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3093_THE MARK IS STAMPED: TW-118
MB3093
MB3093 HISTORY - Year Condition Recov. By
MB3093 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3093 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3093
MB3093 STATION DESCRIPTION
MB3093
MB3093'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3093'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO IN THE VILLAGE OF
MB3093'TWINSBURG.
MB3093'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14, U.S.
MB3093'HIGHWAY 480 AND STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 2.4
MB3093'MILES TO ITS INTERSECTION WITH GLENWOOD DRIVE. TURN LEFT AND PROCEED
MB3093'WEST ALONG GLENWOOD DRIVE 1.02 MILES TO ITS INTERSECTION WITH
MB3093'IDLEWOOD. TURN LEFT AND PROCEED SOUTH ALONG IDLEWOOD 0.5 MILES TO THE
MB3093'STATION ON THE RIGHT.
MB3093'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3093'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED TW-118. THE STATION IS
MB3093'46.0 FEET NORTHWEST FROM A STREET LIGHT, 18.5 FEET NORTHWEST FROM THE
MB3093'CENTERLINE OF IDLEWOOD, 83.5 FEET SOUTHWEST FROM A POWER POLE, 14.0
MB3093'FEET SOUTHWEST FROM A SPEED LIMIT SIGN, AND 7.2 FEET SOUTHEAST FROM
MB3093'THE EDGE OF PAVEMENT OF SIDEWALK. THE STATION IS 390.09 METERS FROM
MB3093'STATION TW-119.ALSO SOUTH OF HOUSE # 2038.
|
|
|
|
|
|
|
|
|
|
|
|
2254461.75
|
608686.0
|
0101000020960E000061B73A803E334141388142195C932241
|
true
|
2014-03-27 10:03:00 -0400
|
false
|
41.33269904722222222223
|
-81.45870498055555555556
|
-81.4587049805556
|
41.3326990472221
|
2254461.00179188
|
608686.049335516
|
687161.08766834
|
185527.878893208
|
309
|
309
|
HARPER C OF A 1963
|
MB2885
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
8.0677
|
N
|
81
|
33
|
3.33255
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
157997.825
|
679740.753
|
0.99993919
|
+
|
0
|
37
|
24.6
|
|
MT
|
|
|
|
|
339.1
|
1113.0
|
VERT ANG
|
|
-0.39
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 1-3/4 MILES WEST OF DOWNTOWN AKRON, 0.1 MILE
NORTH OF THE
INTERSECTION OF COPLEY ROAD AND MADISON AVENUE AND ON THE
ROOF OF THE EMANUEL E.U.B.
CHURCH AT 458 MADISON AVENUE. IT IS 38 FEET
WEST OF THE INSIDE OF THE EAST COPING OF THE
ROOF, AND 4 FEET NORTH OF
THE INSIDE OF THE SOUTH COPING. THE MARK IS A CITY OF AKRON
DISK SET IN THE
TOP OF AN 8 INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
ROOF AND IS STAMPED
HARPER.
HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
|
2013-09-09 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2885 ***********************************************************************
MB2885 DESIGNATION - HARPER C OF A 1963
MB2885 PID - MB2885
MB2885 STATE/COUNTY- OH/SUMMIT
MB2885
MB2885 HORZ DATUM - NAD 83(1986)
MB2885 VERT DATUM - NGVD 29
MB2885
MB2885 POSITION - 41 05 08.06770(N) 081 33 03.33255(W) ADJUSTED
MB2885 83 minus 27 - +00.19649 -00.56715 ADJUSTED
MB2885
MB2885 HEIGHT - 339.1 (meters) 1113. (feet) VERT ANGLE
MB2885 ***********************************************************************
MB2885
MB2885 LAPLACE CORR- -0.39 DEFLEC90
MB2885 GEOID HEIGHT- -33.63 GEOID90
MB2885
MB2885
MB2885 HORZ ORDER - FIRST
MB2885
MB2885
MB2885.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2885.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2885.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2885
MB2885; North East Scale Converg.
MB2885;SPC OH N - 157,997.825 679,740.753 0.99993919 +0 37 24.6 MT
MB2885;UTM 17 - 4,548,402.906 453,726.184 0.99962635 -0 21 43.4 MT
MB2885
MB2885: Primary Azimuth Mark Grid Az
MB2885:SPC OH N - AKRON FIRST UNITE C OF C SPIRE 053 59 18.7
MB2885:UTM 17 - AKRON FIRST UNITE C OF C SPIRE 054 58 26.7
MB2885
MB2885|---------------------------------------------------------------------|
MB2885| Pid Reference Object Distance Geod. AZ |
MB2885| dddmmss.ss|
MB2885| MB2907 AKRON FIRST UNITE C OF C SPIRE APPROX. 0.8 KM 0543643.3 |
MB2885| MB2884 AKRON WOOSTER AVE MUN TANK APPROX. 1.7 KM 1830426.7 |
MB2885| MB2880 AKRON WOOSTER AVE MUN SPIPE APPROX. 1.7 KM 1841340.4 |
MB2885|---------------------------------------------------------------------|
MB2885
MB2885
MB2885 HISTORY - Year Condition Recov. By
MB2885 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2885
MB2885 STATION DESCRIPTION
MB2885
MB2885'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2885'THE STATION IS ABOUT 1-3/4 MILES WEST OF DOWNTOWN AKRON, 0.1 MILE
MB2885'NORTH OF THE
MB2885'INTERSECTION OF COPLEY ROAD AND MADISON AVENUE AND ON THE
MB2885'ROOF OF THE EMANUEL E.U.B.
MB2885'CHURCH AT 458 MADISON AVENUE. IT IS 38 FEET
MB2885'WEST OF THE INSIDE OF THE EAST COPING OF THE
MB2885'ROOF, AND 4 FEET NORTH OF
MB2885'THE INSIDE OF THE SOUTH COPING. THE MARK IS A CITY OF AKRON
MB2885'DISK SET IN THE
MB2885'TOP OF AN 8 INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
MB2885'ROOF AND IS STAMPED
MB2885'HARPER.
MB2885'
MB2885'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
MB2885'
|
|
|
|
|
|
|
|
|
|
|
|
2230116.0
|
518364.8125
|
0101000020960E00001A25520FB203414155A6091F72A31F41
|
true
|
2013-09-10 09:24:00 -0400
|
false
|
41.08557436111111111111
|
-81.55092570833333333333
|
-81.5509257083333
|
41.085574361111
|
2230116.11969436
|
518364.530310248
|
679740.752764348
|
157997.824834196
|
311
|
311
|
HEIGHTS
|
MB2698
|
OH
|
Summit
|
|
CITY OF AKRON
|
1942-12-31 20:00:00 -0400
|
NAIL IN LEAD HUB
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 2014 UNABLE TO LOCATE,ON ROOF OF BLDG SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
25.37928
|
N
|
81
|
28
|
6.87075
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
156759.673
|
686675.064
|
0.99993915
|
+
|
0
|
40
|
39.3
|
|
MT
|
|
|
|
|
375.0
|
1230.0
|
VERT ANG
|
|
-0.2
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1943 (APR)
STATION IS ON THE ROOF OF SEIBERLING SCHOOL SITUATED AT NW CORNER OF
BRITTAIN ROAD AND NEWTON
AVENUE, IN THE E PART OF THE CITY OF AKRON. STATION
IS IN THE CENTER OF THE CONCRETE
SLAB ON TOP OF THE SECOND
VENTILATOR FROM THE S END OF THE BUILDING IN THE E
ROW, 28.3 FEET
W OF E EDGE OF ROOF, AND 4392 FEET N OF S EDGE OF ROOF.
W OF E EDGE OF
ROOF, AND 43.2 FEET N OF S EDGE OF ROOF.
STATION MARK IS A NAIL IN A LEAD HUB IN THE CONCRETE SLAB.
REFERENCE MARK 1 IS 389.90 FEET (COMPUTED DISTANCE) ENE OF
THE STATION IN THE
W FENCE OF CITY RESERVOIR, 27.0 FEET E OF E
CURB ON BRITTAIN ROAD, AND 15.5 FEET
S OF NW CORNER OF FENCE. IT
IS A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE
POST WITH
ARROW POINTING TO STATION AND IS STAMPED HEIGHTS NO 1 1943.
REFERENCE MARK 2 IS 357.75 FEET (COMPUTED DISTANCE) E OF THE
STATION IN THE W
FENCE OF CITY RESERVOIR, 27 FEET E OF E CURB ON
BRITTAIN ROAD, AND 135 FEET N OF SW
CORNER OF FENCE. IT IS A
BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE
POST WITH ARROW
POINTING TO STATION AND IS STAMPED HEIGHTS NO 2 1943.
NO AZIMUTH MARK WAS SET.
HEIGHT OF LIGHT ABOVE STATION MARK - 0 METER.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
CONDITION. THE DIRECTION TO THE
REFERENCE MARKS CHECKED. THE DESCRIPTIONS ARE ADEQUATE.
|
2014-04-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2698 ***********************************************************************
MB2698 DESIGNATION - HEIGHTS
MB2698 PID - MB2698
MB2698 STATE/COUNTY- OH/SUMMIT
MB2698
MB2698 HORZ DATUM - NAD 83(1986)
MB2698 VERT DATUM - NGVD 29
MB2698
MB2698 POSITION - 41 04 25.37928(N) 081 28 06.87075(W) ADJUSTED
MB2698 83 minus 27 - +00.20247 -00.58011 ADJUSTED
MB2698
MB2698 HEIGHT - 375.0 (meters) 1230. (feet) VERT ANGLE
MB2698 ***********************************************************************
MB2698
MB2698 LAPLACE CORR- -0.20 DEFLEC90
MB2698 GEOID HEIGHT- -33.62 GEOID90
MB2698
MB2698
MB2698 HORZ ORDER - FIRST
MB2698
MB2698
MB2698.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2698.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2698.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2698
MB2698; North East Scale Converg.
MB2698;SPC OH N - 156,759.673 686,675.064 0.99993915 +0 40 39.3 MT
MB2698;UTM 17 - 4,547,046.100 460,635.985 0.99961907 -0 18 28.3 MT
MB2698
MB2698: Primary Azimuth Mark Grid Az
MB2698:SPC OH N - AKRON GEORGIA AVE MUN SPIPE 210 39 20.1
MB2698:UTM 17 - AKRON GEORGIA AVE MUN SPIPE 211 38 27.7
MB2698
MB2698|---------------------------------------------------------------------|
MB2698| Pid Reference Object Distance Geod. AZ |
MB2698| dddmmss.ss|
MB2698| MB2699 AKRON BRITTAIN RD MUN TANK 271.977 METERS 03546 |
MB2698| MB1202 HEIGHTS RM 1 118.842 METERS 06549 |
MB2698| MB1201 HEIGHTS RM 2 109.043 METERS 10357 |
MB2698| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 4.5 KM 1811938.2 |
MB2698| MB2701 AKRON GEORGIA AVE MUN SPIPE APPROX. 3.9 KM 2111959.4 |
MB2698| MB2713 AKRON ELBON AVE MUNICIPAL TANK APPROX. 2.8 KM 2352857.3 |
MB2698| MB2890 AKRON SACKS ELECTRIC CO TANK APPROX. 3.0 KM 2524017.5 |
MB2698| MB2880 AKRON WOOSTER AVE MUN SPIPE APPROX. 7.1 KM 2670825.8 |
MB2698| MB2884 AKRON WOOSTER AVE MUN TANK APPROX. 7.0 KM 2671106.2 |
MB2698| MB2896 AKRON POLICE RADIO MAST APPROX. 3.4 KM 2741955.8 |
MB2698| MB2920 AKRON TV STATION WAKR MAST APPROX. 4.3 KM 2825859.5 |
MB2698| MB2878 AKRON OHIO EDISON ELEC CO TWR APPROX. 3.6 KM 3094258.0 |
MB2698|---------------------------------------------------------------------|
MB2698
MB2698
MB2698 HISTORY - Year Condition Recov. By
MB2698 HISTORY - 1943 STATION MONUMENTED CITY OF AKRON OHIO
MB2698 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB2698
MB2698 STATION DESCRIPTION
MB2698
MB2698'DESCRIBED BY CITY OF AKRON OHIO 1943 (APR)
MB2698'STATION IS ON THE ROOF OF SEIBERLING SCHOOL SITUATED AT NW CORNER OF
MB2698'BRITTAIN ROAD AND NEWTON
MB2698'AVENUE, IN THE E PART OF THE CITY OF AKRON. STATION
MB2698'IS IN THE CENTER OF THE CONCRETE
MB2698'SLAB ON TOP OF THE SECOND
MB2698'VENTILATOR FROM THE S END OF THE BUILDING IN THE E
MB2698'ROW, 28.3 FEET
MB2698'W OF E EDGE OF ROOF, AND 4392 FEET N OF S EDGE OF ROOF.
MB2698'W OF E EDGE OF
MB2698'ROOF, AND 43.2 FEET N OF S EDGE OF ROOF.
MB2698'
MB2698'STATION MARK IS A NAIL IN A LEAD HUB IN THE CONCRETE SLAB.
MB2698'
MB2698'REFERENCE MARK 1 IS 389.90 FEET (COMPUTED DISTANCE) ENE OF
MB2698'THE STATION IN THE
MB2698'W FENCE OF CITY RESERVOIR, 27.0 FEET E OF E
MB2698'CURB ON BRITTAIN ROAD, AND 15.5 FEET
MB2698'S OF NW CORNER OF FENCE. IT
MB2698'IS A BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE
MB2698'POST WITH
MB2698'ARROW POINTING TO STATION AND IS STAMPED HEIGHTS NO 1 1943.
MB2698'
MB2698'REFERENCE MARK 2 IS 357.75 FEET (COMPUTED DISTANCE) E OF THE
MB2698'STATION IN THE W
MB2698'FENCE OF CITY RESERVOIR, 27 FEET E OF E CURB ON
MB2698'BRITTAIN ROAD, AND 135 FEET N OF SW
MB2698'CORNER OF FENCE. IT IS A
MB2698'BRONZE REFERENCE DISK SET IN THE TOP OF A CONCRETE
MB2698'POST WITH ARROW
MB2698'POINTING TO STATION AND IS STAMPED HEIGHTS NO 2 1943.
MB2698'
MB2698'NO AZIMUTH MARK WAS SET.
MB2698'
MB2698'HEIGHT OF LIGHT ABOVE STATION MARK - 0 METER.
MB2698'
MB2698
MB2698 STATION RECOVERY (1963)
MB2698
MB2698'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2698'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
MB2698'CONDITION. THE DIRECTION TO THE
MB2698'REFERENCE MARKS CHECKED. THE DESCRIPTIONS ARE ADEQUATE.
MB2698'
|
|
|
|
|
|
|
|
|
|
|
|
2252866.75
|
514301.90625
|
0101000020960E00007CA7273821304141ED333171F9631F41
|
true
|
2014-05-15 04:00:00 -0400
|
false
|
41.07371646666666666667
|
-81.46857520833333333334
|
-81.4685752083333
|
41.0737164666665
|
2252866.43871015
|
514302.360539256
|
686675.063868982
|
156759.673011694
|
336
|
336
|
SP 4
|
CE1090
|
OH
|
Summit
|
|
|
|
Disk
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1989 - GOOD COSE
HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2003 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2012 DESTROYED COSE
|
NAD 83(1986)
|
|
false
|
40
|
59
|
44.45
|
N
|
81
|
28
|
11.3
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1033.88
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
THE STATION IS LOCATED 3.4 MILES WEST OF CANTON ROAD ALONG KILLIAN ROAD BETWEEN PICKLE AND MASSILLON ROADS IN THE SOUTHEAST END OF CONCRETE BRIDGE OVER TUSCARAWAS RIVER.
|
2012-07-11 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1090 *********************************************************************
CE1090 DESIGNATION - SP 4
CE1090 PID - CE1090
CE1090 STATE/COUNTY- OH/SUMMIT
CE1090
CE1090 HORZ DATUM - NAD 83(1986)
CE1090 VERT DATUM - NGVD 29
CE1090
CE1090 POSITION - 40 59 44.45 (N) 081 28 11.30 (W) SCALED
CE1090 83 MINUS 27 -
CE1090
CE1090 HEIGHT - (meters) 1033.88 (feet) ADJUST
CE1090 88 MINUS 29 -
CE1090 *********************************************************************
CE1090
CE1090 VERT OREDR - THIRD
CE1090
CE1090 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1090 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1090 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1090
CE1090_STATION MARK IS A SURVEY DISK
CE1090_WITH SETTING: SET IN TOP OF CONCRETE BRIDGE ABUTMENT
CE1090_THE MARK IS STAMPED: NO STAMP
CE1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1090+STABILITY: SURFACE MOTION
CE1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1090+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1090
CE1090 HISTORY - Year Condition Recov. By
CE1090 HISTORY - 1989 - GOOD COSE
CE1090 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1090
CE1090 STATION DESCRIPTION
CE1090
CE1090 DESCRIBED BY COSE
CE1090 THE STATION IS LOCATED 3.4 MILES WEST OF CANTON ROAD
CE1090 ALONG KILLIAN ROAD BETWEEN PICKLE AND MASSILLON
CE1090 ROADS IN THE SOUTHEAST END OF CONCRETE BRIDGE OVER
CE1090 TUSCARAWAS RIVER.
CE1090
|
|
|
|
|
|
|
|
|
|
|
|
2252887.5
|
485824.40625
|
0101000020960E000067CF65881F304141F6C74935B6A71D41
|
true
|
2012-07-12 10:23:00 -0400
|
false
|
40.99568055555555555555
|
-81.46980555555555555556
|
-81.4698055555556
|
40.9956805555554
|
2252863.065607
|
485869.552039265
|
686674.035745085
|
148093.335648222
|
404
|
404
|
WEBB C OF A 1963
|
MB2911
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
55.37742
|
N
|
81
|
34
|
10.88329
|
W
|
ADJUSTED
|
-33.54
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
152037.308
|
678227.665
|
0.99993933
|
+
|
0
|
36
|
40.2
|
|
MT
|
|
|
|
|
314.5
|
1032.0
|
VERT ANG
|
|
-0.6
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF DOWNTOWN AKRON, ON A
CONCRETE VENTILATOR NEAR
THE NORTHEAST CORNER OF THE ROOF OF THE HIGHLAND PARK SCHOOL AT 1222
WEST WATERLOO ROAD. IT IS 58 FEET
NORTHEAST OF THE NORTHEAST CORNER OF A CHIMNEY AND
23.5 FEET WEST OF THE EAST COPING OF THE ROOF. THE
MARK IS A CITY OF AKRON DISK STAMPED
WEBB SET IN THE TOP OF AN 8 INCH CONCRETE MONUMENT PROJECTING 4
INCHES ABOVE THE ROOF.
RECOVERY NOTE 2013 SCE- NEW SCHOOL BUILDING
|
2013-09-15 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2911 ***********************************************************************
MB2911 DESIGNATION - WEBB C OF A 1963
MB2911 PID - MB2911
MB2911 STATE/COUNTY- OH/SUMMIT
MB2911
MB2911 HORZ DATUM - NAD 83(1986)
MB2911 VERT DATUM - NGVD 29
MB2911
MB2911 POSITION - 41 01 55.37742(N) 081 34 10.88329(W) ADJUSTED
MB2911 83 minus 27 - +00.19695 -00.57069 ADJUSTED
MB2911
MB2911 HEIGHT - 314.5 (meters) 1032. (feet) VERT ANGLE
MB2911 ***********************************************************************
MB2911
MB2911 LAPLACE CORR- -0.60 DEFLEC90
MB2911 GEOID HEIGHT- -33.54 GEOID90
MB2911
MB2911
MB2911 HORZ ORDER - FIRST
MB2911
MB2911
MB2911.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2911.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2911.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2911
MB2911; North East Scale Converg.
MB2911;SPC OH N - 152,037.308 678,227.665 0.99993933 +0 36 40.2 MT
MB2911;UTM 17 - 4,542,471.142 452,111.320 0.99962822 -0 22 26.4 MT
MB2911
MB2911: Primary Azimuth Mark Grid Az
MB2911:SPC OH N - BARBERTON N MUN SPIPE 281 12 18.1
MB2911:UTM 17 - BARBERTON N MUN SPIPE 282 11 24.7
MB2911
MB2911|---------------------------------------------------------------------|
MB2911| Pid Reference Object Distance Geod. AZ |
MB2911| dddmmss.ss|
MB2911| MB2883 AKRON RADIO STA KQA 400 MAST APPROX. 0.9 KM 0351123.9 |
MB2911| MB2904 AKRON BF GOODRICH WATER TANK APPROX. 2.6 KM 0605716.4 |
MB2911| MB2908 AKRON FIRESTONE LATEX DIV TANK APPROX. 2.5 KM 0640607.5 |
MB2911| MB2910 LOUISVILLE AZ MK 2 APPROX. 2.6 KM 0675817.3 |
MB2911| MB1421 WEBB ECC C OF A 8.952 METERS 07036 |
MB2911| MB2926 BARBERTON EAST MUN STANDPIPE APPROX. 2.6 KM 2261933.9 |
MB2911| MB2927 BARBERTON N MUN SPIPE APPROX. 1.8 KM 2814858.3 |
MB2911|---------------------------------------------------------------------|
MB2911
MB2911
MB2911 HISTORY - Year Condition Recov. By
MB2911 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2911
MB2911 STATION DESCRIPTION
MB2911
MB2911'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2911'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF DOWNTOWN AKRON, ON A
MB2911'CONCRETE VENTILATOR NEAR
MB2911'THE NORTHEAST CORNER OF THE ROOF OF THE HIGHLAND PARK SCHOOL AT 1222
MB2911'WEST WATERLOO ROAD. IT IS 58 FEET
MB2911'NORTHEAST OF THE NORTHEAST CORNER OF A CHIMNEY AND
MB2911'23.5 FEET WEST OF THE EAST COPING OF THE ROOF. THE
MB2911'MARK IS A CITY OF AKRON DISK STAMPED
MB2911'WEBB SET IN THE TOP OF AN 8 INCH CONCRETE MONUMENT PROJECTING 4
MB2911'INCHES ABOVE THE ROOF.
MB2911'
|
|
|
|
|
|
|
|
|
|
|
|
2225152.75
|
498809.71875
|
0101000020960E00002F81FCF6FFF94041945BDA45E4711E41
|
true
|
2013-09-16 10:30:00 -0400
|
false
|
41.03204928333333333334
|
-81.56968980277777777778
|
-81.5696898027778
|
41.0320492833332
|
2225151.92958083
|
498809.068215781
|
678227.664591566
|
152037.308066769
|
406
|
406
|
WEST C OF A 1963
|
MB2889
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
5.18691
|
N
|
81
|
32
|
0.39637
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
157925.098
|
681210.53
|
0.99993918
|
+
|
0
|
38
|
5.9
|
|
MT
|
|
|
|
|
318.4
|
1045.0
|
VERT ANG
|
|
-0.32
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 3/4 MILE NORTHWEST OF DOWNTOWN AKRON, 700 FEET
EAST OF THE INTERSECTION OF
WEST EXCHANGE STREET, MAPLE STREET AND COPLEY ROAD AND NEAR THE NORTH
EDGE OF THE ROOF OF THE WEST
JUNIOR HIGH SCHOOL. IT IS 2.3 FEET SOUTH OF THE NORTH
COPING OF THE ROOF AND 71.7 FEET EAST OF THE
WEST COPING. THE MARK IS A CITY OF AKRON
DISK SET IN THE TOP OF AN 8 INCH CONCRETE MONUMENT PROJECTING 4
INCHES ABOVE THE ROOF AND IS
STAMPED WEST.
WEST (ACS) ECC. IS LOCATED ON THE NORTH SIDE OF THE WEST JUNIOR HIGH
SCHOOL, 3 FEET NORTH OF THE
NORTH WALL OF THE SCHOOL, 9.5 FEET SOUTH OF THE SOUTH EDGE OF A
SIDEWALK, 34 FEET WEST OF THE CENTER OF
THE NORTH ENTRANCE TO THE SCHOOL AND 70 FEET EAST OF
THE NORTHWEST CORNER OF THE SCHOOL. THE MARK IS
A CITY OF AKRON DISK STAMPED WEST ECC
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
|
2013-09-15 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2889 ***********************************************************************
MB2889 DESIGNATION - WEST C OF A 1963
MB2889 PID - MB2889
MB2889 STATE/COUNTY- OH/SUMMIT
MB2889
MB2889 HORZ DATUM - NAD 83(1986)
MB2889 VERT DATUM - NGVD 29
MB2889
MB2889 POSITION - 41 05 05.18691(N) 081 32 00.39637(W) ADJUSTED
MB2889 83 minus 27 - +00.19778 -00.56907 ADJUSTED
MB2889
MB2889 HEIGHT - 318.4 (meters) 1045. (feet) VERT ANGLE
MB2889 ***********************************************************************
MB2889
MB2889 LAPLACE CORR- -0.32 DEFLEC90
MB2889 GEOID HEIGHT- -33.63 GEOID90
MB2889
MB2889
MB2889 HORZ ORDER - FIRST
MB2889
MB2889
MB2889.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2889.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2889.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2889
MB2889; North East Scale Converg.
MB2889;SPC OH N - 157,925.098 681,210.530 0.99993918 +0 38 05.9 MT
MB2889;UTM 17 - 4,548,304.941 455,194.032 0.99962471 -0 21 02.1 MT
MB2889
MB2889: Primary Azimuth Mark Grid Az
MB2889:SPC OH N - AKRON TV STATION WAKR MAST 101 09 23.4
MB2889:UTM 17 - AKRON TV STATION WAKR MAST 102 08 31.4
MB2889
MB2889|---------------------------------------------------------------------|
MB2889| Pid Reference Object Distance Geod. AZ |
MB2889| dddmmss.ss|
MB2889| MB2920 AKRON TV STATION WAKR MAST APPROX. 1.3 KM 1014729.3 |
MB2889| MB2896 AKRON POLICE RADIO MAST APPROX. 2.3 KM 1151626.7 |
MB2889| MB2884 AKRON WOOSTER AVE MUN TANK APPROX. 2.2 KM 2244108.8 |
MB2889| MB1381 WEST ECC C OF A 2.207 METERS 32343 |
MB2889|---------------------------------------------------------------------|
MB2889
MB2889
MB2889 HISTORY - Year Condition Recov. By
MB2889 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2889
MB2889 STATION DESCRIPTION
MB2889
MB2889'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2889'THE STATION IS ABOUT 3/4 MILE NORTHWEST OF DOWNTOWN AKRON, 700 FEET
MB2889'EAST OF THE INTERSECTION OF
MB2889'WEST EXCHANGE STREET, MAPLE STREET AND COPLEY ROAD AND NEAR THE NORTH
MB2889'EDGE OF THE ROOF OF THE WEST
MB2889'JUNIOR HIGH SCHOOL. IT IS 2.3 FEET SOUTH OF THE NORTH
MB2889'COPING OF THE ROOF AND 71.7 FEET EAST OF THE
MB2889'WEST COPING. THE MARK IS A CITY OF AKRON
MB2889'DISK SET IN THE TOP OF AN 8 INCH CONCRETE MONUMENT PROJECTING 4
MB2889'INCHES ABOVE THE ROOF AND IS
MB2889'STAMPED WEST.
MB2889'
MB2889'WEST (ACS) ECC. IS LOCATED ON THE NORTH SIDE OF THE WEST JUNIOR HIGH
MB2889'SCHOOL, 3 FEET NORTH OF THE
MB2889'NORTH WALL OF THE SCHOOL, 9.5 FEET SOUTH OF THE SOUTH EDGE OF A
MB2889'SIDEWALK, 34 FEET WEST OF THE CENTER OF
MB2889'THE NORTH ENTRANCE TO THE SCHOOL AND 70 FEET EAST OF
MB2889'THE NORTHWEST CORNER OF THE SCHOOL. THE MARK IS
MB2889'A CITY OF AKRON DISK STAMPED WEST ECC
MB2889'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB2889'THE SURFACE OF A 3 FOOT SQUARE OF
MB2889'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB2889'
|
|
|
|
|
|
|
|
|
|
|
|
2234939.25
|
518125.90625
|
0101000020960E000011DD4E1B1D0D414182E389B4B79F1F41
|
true
|
2013-09-16 10:31:00 -0400
|
false
|
41.08477414166666666666
|
-81.53344343611111111111
|
-81.5334434361111
|
41.0847741416665
|
2234938.21334422
|
518125.926307254
|
681210.529848379
|
157925.098188632
|
409
|
409
|
WILEY
|
MB2727
|
OH
|
Summit
|
|
NGS
|
1976-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
WILEY 1977
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2019 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
59.51992
|
N
|
81
|
25
|
39.62459
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
159704.855
|
690076.337
|
0.9999393
|
+
|
0
|
42
|
16.1
|
|
MT
|
|
|
|
|
369.2
|
1211.0
|
VERT ANG
|
|
-0.21
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF STOW, 5 MILES
NORTHEAST OF AKRON, 3/4 MILE EAST-SOUTHEAST OF TALLMADGE AND ON
THE CITY OF TALLMADGE PROPERTY. PERMISSION WAS GIVEN BY THE
MAYOR, TALLMADGE MUNICIPAL BUILDING, 46 NORTH AVENUE,
TALLMADGE, OHIO 44278, PHONE 633-5095.
TO REACH FROM THE TRAFFIC CIRCLE AND JUNCTION OF STATE HIGHWAYS
261, 91 AND 532 IN THE CENTER OF TALLMADGE, GO EAST ON EAST
AVENUE FOR 0.7 MILE TO A PAVED CROSSROAD. TURN RIGHT AND GO
SOUTH ON ALLING ROAD FOR 0.1 MILE TO THE STATION ON RIGHT,
180 FEET FROM EAST AVENUE.
STATION MARKS, STAMPED---WILEY 1977---, ARE STANDARD DISKS.
THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
181 FEET WEST OF THE PAVED STREET, 94 FEET NORTH OF A ROW
OF PINE TREES AND 29 FEET EAST-NORTHEAST OF A 24-INCH GUM TREE.
REFERENCE MARK 1, STAMPED---WILEY NO 1 1977---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
THAT IS FLUSH WITH THE GROUND. IT IS 135 FEET WEST OF CENTER OF
THE PAVED STREET AND 35 FEET NORTH OF A SMALL PINE TREE.
REFERENCE MARK 2, STAMPED---WILEY NO 2 1977---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
THAT IS FLUSH WITH THE GROUND.
IT IS 1 FOOT EAST-SOUTHEAST OF A WATER TANK.
THERE WAS NO SUITABLE LOCATION FOR A AZIMUTH MARK.
IRON RODS WERE SET IN THE MARKS.
HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS.
DESCRIBED BY J.N. LEONHARDT.
2012 SCE
75 FEET NORTHEAST OF RM1, 25 FEET NORTH OF A 30 INCH MAPLE
|
2019-08-09 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2727 ***********************************************************************
MB2727 DESIGNATION - WILEY
MB2727 PID - MB2727
MB2727 STATE/COUNTY- OH/SUMMIT
MB2727
MB2727 HORZ DATUM - NAD 83(1986)
MB2727 VERT DATUM - NGVD 29
MB2727
MB2727 POSITION - 41 05 59.51992(N) 081 25 39.62459(W) ADJUSTED
MB2727 83 minus 27 - +00.20482 -00.58544 ADJUSTED
MB2727
MB2727 HEIGHT - 369.2 (meters) 1211. (feet) VERT ANGLE
MB2727 ***********************************************************************
MB2727
MB2727 LAPLACE CORR- -0.21 DEFLEC90
MB2727 GEOID HEIGHT- -33.66 GEOID90
MB2727
MB2727
MB2727 HORZ ORDER - FIRST
MB2727
MB2727
MB2727.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2727.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2727.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2727
MB2727; North East Scale Converg.
MB2727;SPC OH N - 159,704.855 690,076.337 0.99993930 +0 42 16.1 MT
MB2727;UTM 17 - 4,549,931.415 464,086.302 0.99961587 -0 16 52.1 MT
MB2727
MB2727: Primary Azimuth Mark Grid Az
MB2727:SPC OH N - BRIMFIELD 2 079 20 07.3
MB2727:UTM 17 - BRIMFIELD 2 080 19 15.5
MB2727
MB2727|---------------------------------------------------------------------|
MB2727| Pid Reference Object Distance Geod. AZ |
MB2727| dddmmss.ss|
MB2727| MB2681 BRIMFIELD 2 APPROX. 7.1 KM 0800223.4 |
MB2727| MB2678 BRIMFIELD MUN TANK APPROX. 7.5 KM 1000209.9 |
MB2727| MB2700 MOGADORE MUNICIPAL TANK APPROX. 5.7 KM 1584305.2 |
MB2727| MB2731 AIRPORT BCN AKRON APT APPROX. 7.5 KM 1992127.2 |
MB2727| MB2730 AKRON OHIO GAS CO MICROWAVE APPROX. 2.2 KM 2134127.6 |
MB2727| MB2710 TALLMADGE FIRST CONG CH SPIRE APPROX. 1.2 KM 2802942.8 |
MB2727| MB2753 STOW MUN STANDPIPE APPROX. 7.7 KM 3594634.7 |
MB2727|---------------------------------------------------------------------|
MB2727
MB2727
MB2727 HISTORY - Year Condition Recov. By
MB2727 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2727
MB2727 STATION DESCRIPTION
MB2727
MB2727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2727'THE STATION IS LOCATED ABOUT 6 MILES SOUTH OF STOW, 5 MILES
MB2727'NORTHEAST OF AKRON, 3/4 MILE EAST-SOUTHEAST OF TALLMADGE AND ON
MB2727'THE CITY OF TALLMADGE PROPERTY. PERMISSION WAS GIVEN BY THE
MB2727'MAYOR, TALLMADGE MUNICIPAL BUILDING, 46 NORTH AVENUE,
MB2727'TALLMADGE, OHIO 44278, PHONE 633-5095.
MB2727'
MB2727'TO REACH FROM THE TRAFFIC CIRCLE AND JUNCTION OF STATE HIGHWAYS
MB2727'261, 91 AND 532 IN THE CENTER OF TALLMADGE, GO EAST ON EAST
MB2727'AVENUE FOR 0.7 MILE TO A PAVED CROSSROAD. TURN RIGHT AND GO
MB2727'SOUTH ON ALLING ROAD FOR 0.1 MILE TO THE STATION ON RIGHT,
MB2727'180 FEET FROM EAST AVENUE.
MB2727'
MB2727'STATION MARKS, STAMPED---WILEY 1977---, ARE STANDARD DISKS.
MB2727'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
MB2727'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
MB2727'181 FEET WEST OF THE PAVED STREET, 94 FEET NORTH OF A ROW
MB2727'OF PINE TREES AND 29 FEET EAST-NORTHEAST OF A 24-INCH GUM TREE.
MB2727'
MB2727'REFERENCE MARK 1, STAMPED---WILEY NO 1 1977---, IS A STANDARD
MB2727'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
MB2727'THAT IS FLUSH WITH THE GROUND. IT IS 135 FEET WEST OF CENTER OF
MB2727'THE PAVED STREET AND 35 FEET NORTH OF A SMALL PINE TREE.
MB2727'
MB2727'REFERENCE MARK 2, STAMPED---WILEY NO 2 1977---, IS A STANDARD
MB2727'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
MB2727'THAT IS FLUSH WITH THE GROUND.
MB2727'IT IS 1 FOOT EAST-SOUTHEAST OF A WATER TANK.
MB2727'
MB2727'THERE WAS NO SUITABLE LOCATION FOR A AZIMUTH MARK.
MB2727'IRON RODS WERE SET IN THE MARKS.
MB2727'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS.
MB2727'
MB2727'DESCRIBED BY J.N. LEONHARDT.
MB2727'
|
|
|
|
|
|
|
|
|
|
|
|
2264025.5
|
523964.40625
|
0101000020960E0000EB0E73B9EC454141AE79620BF4FA1F41
|
true
|
2012-07-24 07:26:00 -0400
|
false
|
41.09986664444444444444
|
-81.42767349722222222223
|
-81.4276734972222
|
41.0998666444443
|
2264025.4488238
|
523965.011117841
|
690076.336954168
|
159704.854798412
|
482
|
482
|
W RES ACAD EQ TELESCOPE
|
MB2757
|
OH
|
Summit
|
|
NGS
|
1976-12-31 00:00:00 -0500
|
TELESCOPE AXIS
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2001 GOOD COSEHISTORY - 2006 GOOD SCE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
37.74289
|
N
|
81
|
26
|
13.51026
|
W
|
ADJUSTED
|
-33.89
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.NO VERTICAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
|
OH N
|
175679.826
|
689090.883
|
0.99994385
|
+
|
0
|
41
|
53.8
|
|
MT
|
|
|
|
|
342.0
|
1122.0
|
VERT ANG
|
|
0.8
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS LOCATED IN HUDSON ON THE PROPERTY OF THE
WESTERN RESERVE ACADEMY. PERMISSION FOR THE STATION
GRANTED BY MR. HUNTER M. TEMPLE, HEADMASTER, WESTERN
RESERVE ACADEMY, HUDSON, OHIO 44236.
TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 303
AND 91 IN HUDSON, GO NORTH ON STATE HIGHWAY 91 FOR 0.15 MILE
TO A TRAFFIC LIGHT. TURN RIGHT AND GO EAST AND NORTHEAST ON
AURORA STREET FOR 0.2 MILE TO THE WESTERN RESERVE ACADEMY AND
THE STATION IN THE OBSERVATORY,
THE STATION IS THE CENTER OF THE ROTATING AXIS OF THE
EQUATORIAL TELESCOPE.
A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HUDSON.
AT THE NORTHEAST CORNER OF HUDSON-AURORA RD AND COLLEGE ST.
|
2022-01-12 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2757 ***********************************************************************
MB2757 DESIGNATION - W RES ACAD EQ TELESCOPE
MB2757 PID - MB2757
MB2757 STATE/COUNTY- OH/SUMMIT
MB2757
MB2757 HORZ DATUM - NAD 83(1986)
MB2757 VERT DATUM - NGVD 29
MB2757
MB2757 POSITION - 41 14 37.74289(N) 081 26 13.51026(W) ADJUSTED
MB2757 83 minus 27 - +00.20346 -00.60782 ADJUSTED
MB2757
MB2757 HEIGHT - 342. (meters) 1122. (feet) VERT ANGLE
MB2757 ***********************************************************************
MB2757
MB2757 LAPLACE CORR- 0.80 DEFLEC90
MB2757 GEOID HEIGHT- -33.89 GEOID90
MB2757
MB2757
MB2757 HORZ ORDER - SECOND
MB2757
MB2757
MB2757.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2757.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2757.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2757.NO VERTICAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB2757
MB2757; North East Scale Converg.
MB2757;SPC OH N - 175,679.826 689,090.883 0.99994385 +0 41 53.8 MT
MB2757;UTM 17 - 4,565,915.785 463,376.130 0.99961651 -0 17 17.4 MT
MB2757
MB2757
MB2757
MB2757
MB2757 HISTORY - Year Condition Recov. By
MB2757 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2757
MB2757 STATION DESCRIPTION
MB2757
MB2757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2757'THE STATION IS LOCATED IN HUDSON ON THE PROPERTY OF THE
MB2757'WESTERN RESERVE ACADEMY. PERMISSION FOR THE STATION
MB2757'GRANTED BY MR. HUNTER M. TEMPLE, HEADMASTER, WESTERN
MB2757'RESERVE ACADEMY, HUDSON, OHIO 44236.
MB2757'
MB2757'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 303
MB2757'AND 91 IN HUDSON, GO NORTH ON STATE HIGHWAY 91 FOR 0.15 MILE
MB2757'TO A TRAFFIC LIGHT. TURN RIGHT AND GO EAST AND NORTHEAST ON
MB2757'AURORA STREET FOR 0.2 MILE TO THE WESTERN RESERVE ACADEMY AND
MB2757'THE STATION IN THE OBSERVATORY,
MB2757'
MB2757'THE STATION IS THE CENTER OF THE ROTATING AXIS OF THE
MB2757'EQUATORIAL TELESCOPE.
MB2757'
MB2757'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION HUDSON.
MB2757'
MB2757'DESCRIBED BY B.R. LEWIS.
MB2757'
|
|
|
|
|
|
|
|
|
|
|
|
2260791.75
|
576375.8125
|
0101000020960E0000D87C602B9C3F414198FFEB75F0962141
|
true
|
2006-07-11 10:27:00 -0400
|
false
|
41.24381746944444444444
|
-81.43708618333333333333
|
-81.4370861833333
|
41.2438174694443
|
2260792.33888207
|
576376.23031615
|
689090.883073021
|
175679.826359997
|
617
|
617
|
MARINO
|
KY3006
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
MARINO 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2018 - GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
9.35637
|
N
|
81
|
34
|
41.31473
|
W
|
ADJUSTED
|
-33.38
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
139506.195
|
677649.261
|
0.99994248
|
+
|
0
|
36
|
20.2
|
|
MT
|
|
|
|
|
299.9
|
984.0
|
VERT ANG
|
|
-1.03
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 17.25 KM (10.75 MI) SOUTH-SOUTHWEST FROM
AKRON, 11.25 KM (7 MI) WEST FROM GREENSBURG, 3.5 KM (2.25 MI) EAST
FROM CLINTON AND IN THE SOUTHWEST CORNER OF THE PROPERTY.
OWNERSHIP--MRS. JOYCE MARINO, 1362 WEST COMET ROAD, CLINTON, OHIO
44216.
TO REACH FROM THE POST OFFICE AT CLINTON, GO EAST ON WEST COMET ROAD
FOR 4.35 KM (2.7 MI) TO MRS. MARINOS HOME ON THE RIGHT AND STATION.
THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---MARINO
1983--- SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
IS FLUSH WITH THE SURFACE. IT IS 107 METERS (351 FEET) SOUTH FROM
THE CENTER OF WEST COMET ROAD, 71.8 METERS (235.8 FEET) SOUTHWEST
FROM THE SOUTHWEST CORNER OF MRS. MARINOS HOME, 38.1 METERS (125
FEET) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A SMALL BARN, 1.3
METERS (4.4 FEET) EAST-NORTHEAST FROM A WITNESS POST AND 1.5 METERS
(5 FEET) NORTHEAST FROM THE SOUTHWEST CORNER OF MRS. MARINOS PROPERTY.
LOCATED 1' SOUTH OF A 12" PINE TREE. 2' SOUTHWEST OF MARKER.
UNABLE TO OCCUPY THIS SITE DUE TO LARGE PINE TREE.
NOT SUITABLE FOR GPS.
THERE ARE NO OTHER MARKS AT THIS STATION.
|
2018-05-15 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3006 ***********************************************************************
KY3006 DESIGNATION - MARINO
KY3006 PID - KY3006
KY3006 STATE/COUNTY- OH/SUMMIT
KY3006
KY3006 HORZ DATUM - NAD 83(1986)
KY3006 VERT DATUM - NGVD 29
KY3006
KY3006 POSITION - 40 55 09.35637(N) 081 34 41.31473(W) ADJUSTED
KY3006 83 minus 27 - +00.20195 -00.56252 NADCON
KY3006
KY3006 HEIGHT - 299.9 (meters) 984. (feet) VERT ANGLE
KY3006 ***********************************************************************
KY3006
KY3006 LAPLACE CORR- -1.03 DEFLEC90
KY3006 GEOID HEIGHT- -33.38 GEOID90
KY3006
KY3006
KY3006 HORZ ORDER - FIRST
KY3006
KY3006
KY3006.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY3006.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3006.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY3006
KY3006; North East Scale Converg.
KY3006;SPC OH N - 139,506.195 677,649.261 0.99994248 +0 36 20.2 MT
KY3006;UTM 17 - 4,529,955.725 451,317.890 0.99962917 -0 22 43.3 MT
KY3006
KY3006
KY3006
KY3006_STATION MARK IS A TRIANGULATION STATION DISK
KY3006_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3006
KY3006 HISTORY - Year Condition Recov. By
KY3006 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3006 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY3006
KY3006 STATION DESCRIPTION
KY3006
KY3006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3006'THE STATION IS LOCATED ABOUT 17.25 KM (10.75 MI) SOUTH-SOUTHWEST FROM
KY3006'AKRON, 11.25 KM (7 MI) WEST FROM GREENSBURG, 3.5 KM (2.25 MI) EAST
KY3006'FROM CLINTON AND IN THE SOUTHWEST CORNER OF THE PROPERTY.
KY3006'OWNERSHIP--MRS. JOYCE MARINO, 1362 WEST COMET ROAD, CLINTON, OHIO
KY3006'44216.
KY3006'
KY3006'TO REACH FROM THE POST OFFICE AT CLINTON, GO EAST ON WEST COMET ROAD
KY3006'FOR 4.35 KM (2.7 MI) TO MRS. MARINOS HOME ON THE RIGHT AND STATION.
KY3006'
KY3006'THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---MARINO
KY3006'1983--- SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
KY3006'IS FLUSH WITH THE SURFACE. IT IS 107 METERS (351 FEET) SOUTH FROM
KY3006'THE CENTER OF WEST COMET ROAD, 71.8 METERS (235.8 FEET) SOUTHWEST
KY3006'FROM THE SOUTHWEST CORNER OF MRS. MARINOS HOME, 38.1 METERS (125
KY3006'FEET) SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A SMALL BARN, 1.3
KY3006'METERS (4.4 FEET) EAST-NORTHEAST FROM A WITNESS POST AND 1.5 METERS
KY3006'(5 FEET) NORTHEAST FROM THE SOUTHWEST CORNER OF MRS. MARINOS PROPERTY.
KY3006'LOCATED 2' SOUTH OF A 12" PINE TREE.
KY3006'
KY3006'THERE ARE NO OTHER MARKS AT THIS STATION.
KY3006'
|
|
|
|
|
|
|
|
|
|
|
|
2223255.0
|
457696.625
|
0101000020960E00002D6271244BF6404151E5604C82EF1B41
|
true
|
2011-01-31 03:34:00 -0500
|
false
|
40.91926565833333333334
|
-81.57814298055555555556
|
-81.5781429805556
|
40.9192656583332
|
2223254.28471019
|
457696.574588378
|
677649.261278188
|
139506.194946909
|
618
|
618
|
MARYBELLE
|
MB1828
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK
|
MARYBELLE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
37.89981
|
N
|
81
|
26
|
17.58346
|
W
|
ADJUSTED
|
-33.54
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
149773.825
|
689311.443
|
0.99993964
|
+
|
0
|
41
|
51.1
|
|
MT
|
|
|
|
|
331.6
|
1088.0
|
VERT ANG
|
|
-0.78
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 8.75 KM (5.5 MI) NORTH FROM GREENSBURG,
5.25 KM (3 MI) EAST-SOUTHEAST FROM THE INTERSECTION OF INTERSTATE
HIGHWAYS 77 AND 277 AND 1.5 KM (1 MI) SOUTH FROM THE SPRINGFIELD
LAKE. OWNERSHIP-- GLEN AND MARYBELLE HAWK, 1957 PRESSLER ROAD,
AKRON, OHIO 44312. TELEPHONE NUMBER (216) 784-9778.
TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
STATE HIGHWAY 241 (MASSILLON ROAD) FOR 9.65 KM (6 MI) TO
A CROSSROADS. TURN RIGHT AND GO EAST ON KRUMROY ROAD FOR 1.6 KM (1.0
MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH ON PRESSLER ROAD
FOR 0.5 KM (0.3 MI) TO MR. HAWKS FARM ON THE LEFT. TURN LEFT AND GO
EAST ON A FARM ROAD PASSING TO THE SOUTH OF THE HOUSE AND NORTH OF
THE BARN FOR A TOTAL OF 0.2 KM (0.1 MI) TO A CATTLE GUARD JUST
NORTHEAST OF THE BARN. CROSS THE CATTLE GUARD AND GO EAST ON THE
FARM ROAD FOR 0.55 KM (0.35 MI) TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---MARYBELLE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 2.4 METERS
(8.0 FEET) S FROM THE CENTER OF THE FARM ROAD, 1.5 METERS (4.8 FEET)
W FROM A CARSONITE WITNESS POST, AND 0.6 METER (2.0 FEET) N FROM A
WIRE FENCE.
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---MARYBELLE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 20.2 METERS
(66.3 FEET) E FROM THE SOUTHEAST CORNER OF MR. ARCHERS HOME, 6.5
METERS (21.0 FEET) W FROM THE CENTER OF PRESSLER ROAD, 6.5 METERS
(21.3 FEET) N FROM A POWERLINE POLE NUMBERED 336 12-1/2, AND 1.4
METERS (4.6 FEET) SW FROM A CARSONITE WITNESS POST.
TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE FARM ROAD
TO PRESSLER ROAD. TURN LEFT AND GO SOUTH ON PRESSLER ROAD FOR 0.2 KM
(0.1 MI) TO THE MARK ON THE RIGHT.
|
2019-04-24 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1828 ***********************************************************************
MB1828 DESIGNATION - MARYBELLE
MB1828 PID - MB1828
MB1828 STATE/COUNTY- OH/SUMMIT
MB1828
MB1828 HORZ DATUM - NAD 83(1986)
MB1828 VERT DATUM - NGVD 29
MB1828
MB1828 POSITION - 41 00 37.89981(N) 081 26 17.58346(W) ADJUSTED
MB1828 83 minus 27 - +00.20276 -00.59434 NADCON
MB1828
MB1828 HEIGHT - 331.6 (meters) 1088. (feet) VERT ANGLE
MB1828 ***********************************************************************
MB1828
MB1828 LAPLACE CORR- -0.78 DEFLEC90
MB1828 GEOID HEIGHT- -33.54 GEOID90
MB1828
MB1828
MB1828 HORZ ORDER - FIRST
MB1828
MB1828
MB1828.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1828.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1828.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB1828
MB1828; North East Scale Converg.
MB1828;SPC OH N - 149,773.825 689,311.443 0.99993964 +0 41 51.1 MT
MB1828;UTM 17 - 4,540,018.210 463,151.041 0.99961671 -0 17 15.2 MT
MB1828
MB1828
MB1828
MB1828_STATION MARK IS A TRIANGULATION STATION DISK
MB1828_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1828
MB1828 HISTORY - Year Condition Recov. By
MB1828 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1828 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1828
MB1828 STATION DESCRIPTION
MB1828
MB1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1828'THERE ARE NO REFERENCE MARKS AT THIS STATION.
MB1828'
MB1828'THE STATION IS LOCATED ABOUT 8.75 KM (5.5 MI) NORTH FROM GREENSBURG,
MB1828'5.25 KM (3 MI) EAST-SOUTHEAST FROM THE INTERSECTION OF INTERSTATE
MB1828'HIGHWAYS 77 AND 277 AND 1.5 KM (1 MI) SOUTH FROM THE SPRINGFIELD
MB1828'LAKE. OWNERSHIP-- GLEN AND MARYBELLE HAWK, 1957 PRESSLER ROAD,
MB1828'AKRON, OHIO 44312. TELEPHONE NUMBER (216) 784-9778.
MB1828'
MB1828'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
MB1828'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 9.65 KM (6 MI) TO
MB1828'A CROSSROADS. TURN RIGHT AND GO EAST ON KRUMROY ROAD FOR 1.6 KM (1.0
MB1828'MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTH ON PRESSLER ROAD
MB1828'FOR 0.5 KM (0.3 MI) TO MR. HAWKS FARM ON THE LEFT. TURN LEFT AND GO
MB1828'EAST ON A FARM ROAD PASSING TO THE SOUTH OF THE HOUSE AND NORTH OF
MB1828'THE BARN FOR A TOTAL OF 0.2 KM (0.1 MI) TO A CATTLE GUARD JUST
MB1828'NORTHEAST OF THE BARN. CROSS THE CATTLE GUARD AND GO EAST ON THE
MB1828'FARM ROAD FOR 0.55 KM (0.35 MI) TO THE STATION ON THE RIGHT.
MB1828'
MB1828'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
MB1828'---MARYBELLE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
MB1828'CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 2.4 METERS
MB1828'(8.0 FEET) S FROM THE CENTER OF THE FARM ROAD, 1.5 METERS (4.8 FEET)
MB1828'W FROM A CARSONITE WITNESS POST, AND 0.6 METER (2.0 FEET) N FROM A
MB1828'WIRE FENCE.
MB1828'
MB1828'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
MB1828'---MARYBELLE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
MB1828'CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 20.2 METERS
MB1828'(66.3 FEET) E FROM THE SOUTHEAST CORNER OF MR. ARCHERS HOME, 6.5
MB1828'METERS (21.0 FEET) W FROM THE CENTER OF PRESSLER ROAD, 6.5 METERS
MB1828'(21.3 FEET) N FROM A POWERLINE POLE NUMBERED 336 12-1/2, AND 1.4
MB1828'METERS (4.6 FEET) SW FROM A CARSONITE WITNESS POST.
MB1828'
MB1828'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON THE FARM ROAD
MB1828'TO PRESSLER ROAD. TURN LEFT AND GO SOUTH ON PRESSLER ROAD FOR 0.2 KM
MB1828'(0.1 MI) TO THE MARK ON THE RIGHT.
MB1828'
|
|
|
|
|
|
|
|
|
|
|
|
2261516.0
|
491383.25
|
0101000020960E0000F4C7B0FA05414141B29810D3DBFD1D41
|
true
|
2013-05-13 10:42:00 -0400
|
false
|
41.010527725
|
-81.43821762777777777777
|
-81.4382176277778
|
41.0105277249998
|
2261515.95851993
|
491382.956117998
|
689311.44277976
|
149773.824572398
|
619
|
619
|
MARYBELLE AZ MK
|
MB1829
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
MARYBELLE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
0
|
31.69692
|
N
|
81
|
26
|
42.51577
|
W
|
ADJUSTED
|
-33.53
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
149575.432
|
688731.238
|
0.99993967
|
+
|
0
|
41
|
34.8
|
|
MT
|
|
|
|
|
328.3
|
1077.0
|
VERT ANG
|
|
-0.77
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 8.75 KM (5.5 MI) NORTH FROM GREENSBURG
5.25 KM (3 MI) EAST-SOUTHEAST FROM THE INTERSECTION OF INTERSTATE
HIGHWAYS 77 AND 277 AND 1.5 KM (1 MI) SOUTH FROM THE SPRINGFIELD
LAKE. OWNERSHIP--ROAD RIGHT-OF-WAY.
TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 9.65 KM (6.0 MI) TO A CROSSROADS.
TURN RIGHT AND GO EAST ON KRUMROY ROAD FOR 1.6 KM (1.0 MI) TO A SIDE
ROAD RIGHT. TURN RIGHT AND GO SOUTH ON PRESSLER ROAD FOR 0.65 KM (0.4
MI) TO THE STATION ON THE RIGHT.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
STAMPED---MARYBELLE 1983--- SET IN THE TOP OF A 30 CM (12 INCH) ROUND
CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS
20.2 METERS (66.3 FEET) EAST FROM THE SOUTHEAST CORNER OF MR. ARCHERS
HOME, 2030 PRESSLER ROAD. 6.5 METERS (21 FEET) WEST FROM THE CENTER OF PRESSLER ROAD,
10.7 METERS (35 FEET) NORTH FROM THE CENTER OF A GRAVELED ROAD, 0.9
METERS (3.0 FEET) SOUTHEAST FROM A POWERLINE POLE GUY ANCHOR, 6.4
METERS (21.1 FEET) NORTH FROM A POWERLINE POLE NUMBERED 336 121/2 .
GOOD FOR GPS.
|
2018-01-22 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1829 ***********************************************************************
MB1829 DESIGNATION - MARYBELLE AZ MK
MB1829 PID - MB1829
MB1829 STATE/COUNTY- OH/SUMMIT
MB1829
MB1829 HORZ DATUM - NAD 83(1986)
MB1829 VERT DATUM - NGVD 29
MB1829
MB1829 POSITION - 41 00 31.69692(N) 081 26 42.51577(W) ADJUSTED
MB1829 83 minus 27 - +00.20258 -00.59313 NADCON
MB1829
MB1829 HEIGHT - 328.3 (meters) 1077. (feet) VERT ANGLE
MB1829 ***********************************************************************
MB1829
MB1829 LAPLACE CORR- -0.77 DEFLEC90
MB1829 GEOID HEIGHT- -33.53 GEOID90
MB1829
MB1829
MB1829 HORZ ORDER - SECOND
MB1829
MB1829
MB1829.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1829.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1829.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB1829.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB1829
MB1829; North East Scale Converg.
MB1829;SPC OH N - 149,575.432 688,731.238 0.99993967 +0 41 34.8 MT
MB1829;UTM 17 - 4,539,829.883 462,567.699 0.99961724 -0 17 31.5 MT
MB1829
MB1829
MB1829
MB1829_STATION MARK IS AN AZIMUTH MARK DISK
MB1829_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1829
MB1829 HISTORY - Year Condition Recov. By
MB1829 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1829 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1829
MB1829 STATION DESCRIPTION
MB1829
MB1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1829'THE STATION IS LOCATED ABOUT 8.75 KM (5.5 MI) NORTH FROM GREENSBURG
MB1829'5.25 KM (3 MI) EAST-SOUTHEAST FROM THE INTERSECTION OF INTERSTATE
MB1829'HIGHWAYS 77 AND 277 AND 1.5 KM (1 MI) SOUTH FROM THE SPRINGFIELD
MB1829'LAKE. OWNERSHIP--ROAD RIGHT-OF-WAY.
MB1829'
MB1829'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
MB1829'HIGHWAY 241 (MASSILLON ROAD) FOR 9.65 KM (6.0 MI) TO A CROSSROADS.
MB1829'TURN RIGHT AND GO EAST ON KRUMROY ROAD FOR 1.6 KM (1.0 MI) TO A SIDE
MB1829'ROAD RIGHT. TURN RIGHT AND GO SOUTH ON PRESSLER ROAD FOR 0.65 KM (0.4
MB1829'MI) TO THE STATION ON THE RIGHT.
MB1829'
MB1829'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
MB1829'STAMPED---MARYBELLE 1983--- SET IN THE TOP OF A 30 CM (12 INCH) ROUND
MB1829'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS
MB1829'20.2 METERS (66.3 FEET) EAST FROM THE SOUTHEAST CORNER OF MR. ARCHERS
MB1829'HOME. 6.5 METERS (21 FEET) WEST FROM THE CENTER OF PRESSLER ROAD,
MB1829'10.7 METERS (35 FEET) NORTH FROM THE CENTER OF A GRAVELED ROAD, 0.9
MB1829'METERS (3.0 FEET) SOUTHEAST FROM A POWERLINE POLE GUY ANCHOR, 6.4
MB1829'METERS (21.1 FEET) NORTH FROM A POWERLINE POLE NUMBERED 336 121/2 AND
MB1829'1.5 METERS (4.8 FEET) SOUTHWEST FROM A CARSONITE WITNESS POST.
MB1829'
|
|
|
|
|
|
|
|
|
|
|
|
2259612.0
|
490731.90625
|
0101000020960E0000D8F672334E3D4141DF531841B0F31D41
|
true
|
2013-05-13 10:44:00 -0400
|
false
|
41.0088047
|
-81.44514326944444444444
|
-81.4451432694444
|
41.0088046999998
|
2259612.40194593
|
490732.063569365
|
688731.237575594
|
149575.43212679
|
620
|
620
|
MAY C OF A 1963
|
MB2899
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2014 UNABLE TO LOCATE, ON ROOF OF BLDG. SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
48.42405
|
N
|
81
|
33
|
9.60464
|
W
|
ADJUSTED
|
-33.56
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
153688.93
|
679641.164
|
0.99993921
|
+
|
0
|
37
|
20.5
|
|
MT
|
|
|
|
|
363.6
|
1193.0
|
VERT ANG
|
|
-0.45
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF DOWNTOWN AKRON, ON
THE ROOF OF THE PFEIFFER
SCHOOL AT 2081 9TH STREET, ON THE WEST 1 OF 2 VENTILATOR ROOFS ON THE
SOUTH CENTER OF THE ROOF OF THE
SCHOOL BUILDING. IT IS A CITY OF AKRON DISK STAMPED MAY,
SET IN THE TOP OF 10 INCH SQUARE CONCRETE
POST THAT PROJECTS 4 INCHES ABOVE THE ROOF OF
THE VENTILATOR. IT IS 70.6 FEET WEST OF THE EAST EDGE OF
THE ROOF, 55.8 FEET EAST OF THE
WEST EDGE OF THE ROOF, 26.8 FEET SOUTH-SOUTHWEST OF THE SOUTH SIDE OF
A CHIMNEY, 12.1 FEET NORTHWEST OF THE
SOUTH SIDE CENTER OF THE BUILDING, 9.5 FEET NORTH OF THE SOUTH
EDGE OF THE ROOF, AND 2.9 FEET SOUTH OF
THE NORTH END OF THE VENTILATOR.
|
2014-05-14 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2899 ***********************************************************************
MB2899 DESIGNATION - MAY C OF A 1963
MB2899 PID - MB2899
MB2899 STATE/COUNTY- OH/SUMMIT
MB2899
MB2899 HORZ DATUM - NAD 83(1986)
MB2899 VERT DATUM - NGVD 29
MB2899
MB2899 POSITION - 41 02 48.42405(N) 081 33 09.60464(W) ADJUSTED
MB2899 83 minus 27 - +00.19746 -00.57127 ADJUSTED
MB2899
MB2899 HEIGHT - 363.6 (meters) 1193. (feet) VERT ANGLE
MB2899 ***********************************************************************
MB2899
MB2899 LAPLACE CORR- -0.45 DEFLEC90
MB2899 GEOID HEIGHT- -33.56 GEOID90
MB2899
MB2899
MB2899 HORZ ORDER - FIRST
MB2899
MB2899
MB2899.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2899.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2899.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2899
MB2899; North East Scale Converg.
MB2899;SPC OH N - 153,688.930 679,641.164 0.99993921 +0 37 20.5 MT
MB2899;UTM 17 - 4,544,097.708 453,552.560 0.99962655 -0 21 46.5 MT
MB2899
MB2899: Primary Azimuth Mark Grid Az
MB2899:SPC OH N - WEBB C OF A 1963 220 33 27.8
MB2899:UTM 17 - WEBB C OF A 1963 221 32 34.8
MB2899
MB2899|---------------------------------------------------------------------|
MB2899| Pid Reference Object Distance Geod. AZ |
MB2899| dddmmss.ss|
MB2899| MB2911 WEBB C OF A 1963 APPROX. 2.2 KM 2211048.3 |
MB2899|---------------------------------------------------------------------|
MB2899
MB2899
MB2899 HISTORY - Year Condition Recov. By
MB2899 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2899
MB2899 STATION DESCRIPTION
MB2899
MB2899'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2899'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF DOWNTOWN AKRON, ON
MB2899'THE ROOF OF THE PFEIFFER
MB2899'SCHOOL AT 2081 9TH STREET, ON THE WEST 1 OF 2 VENTILATOR ROOFS ON THE
MB2899'SOUTH CENTER OF THE ROOF OF THE
MB2899'SCHOOL BUILDING. IT IS A CITY OF AKRON DISK STAMPED MAY,
MB2899'SET IN THE TOP OF 10 INCH SQUARE CONCRETE
MB2899'POST THAT PROJECTS 4 INCHES ABOVE THE ROOF OF
MB2899'THE VENTILATOR. IT IS 70.6 FEET WEST OF THE EAST EDGE OF
MB2899'THE ROOF, 55.8 FEET EAST OF THE
MB2899'WEST EDGE OF THE ROOF, 26.8 FEET SOUTH-SOUTHWEST OF THE SOUTH SIDE OF
MB2899'A CHIMNEY, 12.1 FEET NORTHWEST OF THE
MB2899'SOUTH SIDE CENTER OF THE BUILDING, 9.5 FEET NORTH OF THE SOUTH
MB2899'EDGE OF THE ROOF, AND 2.9 FEET SOUTH OF
MB2899'THE NORTH END OF THE VENTILATOR.
MB2899'
|
|
|
|
|
|
|
|
|
|
|
|
2229790.0
|
504227.40625
|
0101000020960E0000AE5D44B10E0341411E56A00D8FC61E41
|
true
|
2014-05-15 04:11:00 -0400
|
false
|
41.04678445833333333333
|
-81.55266795555555555556
|
-81.5526679555555
|
41.0467844583332
|
2229789.38489886
|
504227.763306947
|
679641.163799501
|
153688.9296338
|
623
|
623
|
MOGADORE MUNICIPAL TANK
|
MB2700
|
OH
|
Summit
|
|
USGS
|
1962-12-31 19:00:00 -0500
|
TOP CENTER WATER TANK
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1967 COAST AND GEODETIC SURVEY
HISTORY - 1977 NATIONAL GEODETIC SURVEY
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
3
|
7.50957
|
N
|
81
|
24
|
11.12034
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
154424.981
|
692208.081
|
0.99993918
|
+
|
0
|
43
|
14.2
|
|
MT
|
|
|
|
|
|
|
|
|
-0.81
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE RED BALL ON THE TOP,
LOCATED ABOUT 4.5
MILES NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, NORTH OF THE
INTERSECTION OF MOGADORE RD. AND
HALE AVE., IN MOGADORE, OHIO. IT IS A SIX LEGGED,
BLACK WATER TANK, WITH A RED AND WHITE CHECKERED
TOP AND A RED, ROUND BALL ON THE
TOP. IT IS ON LOT NO. 3643, AND IT IS APPROXIMATELY 120 FEET HIGH.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE 1963 DESCRIPTION IS GOOD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION WAS RECOVERED, WITH PREVIOUS DESCRIPTION IN QUAD
410812-1021.
THE STATION IS THE BALL TOP CENTER OF THE MOGADORE MUNICIPAL
WATER TANK. THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL
TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY SIX STEEL
TRUSS-WORK LEGS. IT IS BLACK IN COLOR WITH A RED TOP AND IS
APPROXIMATELY 110 FEET HIGH.
IT IS LOCATED IN THE NORTHWEST SECTION OF MOGADORE, ABOUT 0.7
MILE NORTHWEST OF THE CENTER OF TOWN, 0.5 MILE WEST OF STATE
HIGHWAY 532 AND 0.05 MILE NORTH OF MOGADORE ROAD.
DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
|
2004-11-06 19:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2700 ***********************************************************************
MB2700 DESIGNATION - MOGADORE MUNICIPAL TANK
MB2700 PID - MB2700
MB2700 STATE/COUNTY- OH/SUMMIT
MB2700
MB2700 HORZ DATUM - NAD 83(1986)
MB2700 VERT DATUM - N/A
MB2700
MB2700 POSITION - 41 03 07.50957(N) 081 24 11.12034(W) ADJUSTED
MB2700 83 minus 27 - +00.20680 -00.59221 ADJUSTED
MB2700
MB2700 HEIGHT -
MB2700 ***********************************************************************
MB2700
MB2700 LAPLACE CORR- -0.81 DEFLEC90
MB2700 GEOID HEIGHT- -33.60 GEOID90
MB2700
MB2700
MB2700 HORZ ORDER - THIRD
MB2700
MB2700
MB2700.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2700.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2700
MB2700; North East Scale Converg.
MB2700;SPC OH N - 154,424.981 692,208.081 0.99993918 +0 43 14.2 MT
MB2700;UTM 17 - 4,544,617.382 466,126.262 0.99961412 -0 15 53.0 MT
MB2700
MB2700
MB2700
MB2700
MB2700 HISTORY - Year Condition Recov. By
MB2700 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2700 HISTORY - 1967 COAST AND GEODETIC SURVEY
MB2700 HISTORY - 1977 NATIONAL GEODETIC SURVEY
MB2700 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB2700
MB2700 STATION DESCRIPTION
MB2700
MB2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2700'THE STATION IS THE CENTER OF THE RED BALL ON THE TOP,
MB2700'LOCATED ABOUT 4.5
MB2700'MILES NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, NORTH OF THE
MB2700'INTERSECTION OF MOGADORE RD. AND
MB2700'HALE AVE., IN MOGADORE, OHIO. IT IS A SIX LEGGED,
MB2700'BLACK WATER TANK, WITH A RED AND WHITE CHECKERED
MB2700'TOP AND A RED, ROUND BALL ON THE
MB2700'TOP. IT IS ON LOT NO. 3643, AND IT IS APPROXIMATELY 120 FEET HIGH.
MB2700'
MB2700
MB2700 STATION RECOVERY (1967)
MB2700
MB2700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
MB2700'STATION RECOVERED IN GOOD CONDITION. THE 1963 DESCRIPTION IS GOOD.
MB2700'
MB2700
MB2700 STATION RECOVERY (1977)
MB2700
MB2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2700'THE STATION WAS RECOVERED, WITH PREVIOUS DESCRIPTION IN QUAD
MB2700'410812-1021.
MB2700'
MB2700'THE STATION IS THE BALL TOP CENTER OF THE MOGADORE MUNICIPAL
MB2700'WATER TANK. THE TANK HAS A CYLINDRICAL BODY WITH A CONICAL
MB2700'TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY SIX STEEL
MB2700'TRUSS-WORK LEGS. IT IS BLACK IN COLOR WITH A RED TOP AND IS
MB2700'APPROXIMATELY 110 FEET HIGH.
MB2700'
MB2700'IT IS LOCATED IN THE NORTHWEST SECTION OF MOGADORE, ABOUT 0.7
MB2700'MILE NORTHWEST OF THE CENTER OF TOWN, 0.5 MILE WEST OF STATE
MB2700'HIGHWAY 532 AND 0.05 MILE NORTH OF MOGADORE ROAD.
MB2700'
MB2700'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2700'
|
|
|
|
|
|
|
|
|
|
|
|
2271018.75
|
506642.5625
|
0101000020960E000068A574AC95534141AC5518804AEC1E41
|
false
|
2005-03-23 09:09:00 -0500
|
false
|
41.05208599166666666667
|
-81.40308898333333333333
|
-81.4030889833333
|
41.0520859916665
|
2271019.34730976
|
506642.625092829
|
692208.081476177
|
154424.980978239
|
624
|
624
|
MUD
|
KY3451
|
OH
|
Summit
|
|
USCGS
|
1950-12-31 19:00:00 -0500
|
DISK
|
MUD 1951
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1957 DISTURBED US GEOLOGICAL SURVEY
HISTORY - 2014 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
58
|
7.46133
|
N
|
81
|
31
|
31.07414
|
W
|
ADJUSTED
|
-33.46
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
|
OH N
|
145048.111
|
682038.856
|
0.99994063
|
+
|
0
|
38
|
25.2
|
|
MT
|
|
|
|
|
337.0
|
1106.0
|
SCALED
|
|
-0.75
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF U.S. HIGHWAY NO. 224
AND 0.25 MILE WEST OF SOUTH
MAIN STREET IN THE SOUTH END OF THE KNIGHTS OF COLUMBUS SANTA MARIA
WELFARE CAMP. IT IS ABOUT 0.15
MILE SOUTHEAST OF THE CAMP ADMINISTRATION BUILDING, 23
FEET NORTHWEST OF WATER OUTLET, 45 FEET EAST OF
POWER LINE POLE AND 45 FEET WEST OF
TRIANGULAR BLAZED 10 INCH WILD CHERRY TREE IN A SMALL CLEARING ON
THE NORTH SIDE OF HILL. THE
MARK PROJECTS ABOUT 6 INCHES AND THE DISK STAMPED MUD 1951.
REFERENCE MARK NO 1 IS 18 FEET SOUTHWEST OF A TRIPLE TRUNKED APPLE
TREE AND 31 FEET SOUTH OF
TRIANGULAR BLAZED 10 INCH WILD CHERRY TREE. THE MARK PROJECTS ABOUT
6 INCHES AND THE DISK STAMPED MUD
NO 1 1951.
REFERENCE MARK NO 2 IS SET ON THE SOUTHWEST EDGE OF THE HILL 8 FEET
NORTH OF FENCE LINE AND 4
FEET WEST OF AN OLD CONCRETE WELL. THE MARK PROJECTS ABOUT 4 INCHES
AND THE DISK STAMPED MUD NO 2 1951.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
SOUTH MAIN STREET IN THE
SOUTH EDGE OF AKRON, GO SOUTH ON SOUTH MAIN STREET FOR 3.55 MILES TO
JUNCTION WITH STATE HIGHWAY NO.
619, CONTINUE SOUTH ON SOUTH MAIN STREET FOR 0.6 MILE
TO ENTRANCE TO K.C. WELFARE CAMP ON THE RIGHT,
TURN RIGHT INTO DRIVEWAY AND GO WEST
ON GRAVELED ROAD FOR 0.25 MILE TO STATUE OF SANTA MARIA ON THE
NORTH SIDE, TURN LEFT ON DIM ROAD
AND GO SOUTH FOR 0.1 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
AREA HAS BEEN BULLDOZED AND MONUMENT HAS BEEN DISTRUBED AND LAYING
AT A 45 DEGREE
ANGLE.
|
2014-05-01 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3451 ***********************************************************************
KY3451 DESIGNATION - MUD
KY3451 PID - KY3451
KY3451 STATE/COUNTY- OH/SUMMIT
KY3451
KY3451 HORZ DATUM - NAD 83(1986)
KY3451 VERT DATUM - NGVD 29
KY3451
KY3451 POSITION - 40 58 07.46133(N) 081 31 31.07414(W) ADJUSTED
KY3451 83 minus 27 - +00.20170 -00.58288 ADJUSTED
KY3451
KY3451 HEIGHT - 337. (meters) 1106. (feet) SCALED
KY3451 ***********************************************************************
KY3451
KY3451 LAPLACE CORR- -0.75 DEFLEC90
KY3451 GEOID HEIGHT- -33.46 GEOID90
KY3451
KY3451
KY3451 HORZ ORDER - SECOND
KY3451
KY3451
KY3451.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3451.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
KY3451.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
KY3451
KY3451; North East Scale Converg.
KY3451;SPC OH N - 145,048.111 682,038.856 0.99994063 +0 38 25.2 MT
KY3451;UTM 17 - 4,535,419.678 455,800.648 0.99962404 -0 20 39.9 MT
KY3451
KY3451: Primary Azimuth Mark Grid Az
KY3451:SPC OH N - SEA SCOUT 272 21 42.0
KY3451:UTM 17 - SEA SCOUT 273 20 47.1
KY3451
KY3451|---------------------------------------------------------------------|
KY3451| Pid Reference Object Distance Geod. AZ |
KY3451| dddmmss.ss|
KY3451| MUD RM 1 22.272 METERS 11327 |
KY3451| MUD RM 2 20.580 METERS 21935 |
KY3451| KY3453 SEA SCOUT APPROX. 1.3 KM 2730007.2 |
KY3451|---------------------------------------------------------------------|
KY3451
KY3451
KY3451 HISTORY - Year Condition Recov. By
KY3451 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY3451 HISTORY - 1957 US GEOLOGICAL SURVEY
KY3451
KY3451 STATION DESCRIPTION
KY3451
KY3451'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
KY3451'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF U.S. HIGHWAY NO. 224
KY3451'AND 0.25 MILE WEST OF SOUTH
KY3451'MAIN STREET IN THE SOUTH END OF THE KNIGHTS OF COLUMBUS SANTA MARIA
KY3451'WELFARE CAMP. IT IS ABOUT 0.15
KY3451'MILE SOUTHEAST OF THE CAMP ADMINISTRATION BUILDING, 23
KY3451'FEET NORTHWEST OF WATER OUTLET, 45 FEET EAST OF
KY3451'POWER LINE POLE AND 45 FEET WEST OF
KY3451'TRIANGULAR BLAZED 10 INCH WILD CHERRY TREE IN A SMALL CLEARING ON
KY3451'THE NORTH SIDE OF HILL. THE
KY3451'MARK PROJECTS ABOUT 6 INCHES AND THE DISK STAMPED MUD 1951.
KY3451'
KY3451'REFERENCE MARK NO 1 IS 18 FEET SOUTHWEST OF A TRIPLE TRUNKED APPLE
KY3451'TREE AND 31 FEET SOUTH OF
KY3451'TRIANGULAR BLAZED 10 INCH WILD CHERRY TREE. THE MARK PROJECTS ABOUT
KY3451'6 INCHES AND THE DISK STAMPED MUD
KY3451'NO 1 1951.
KY3451'
KY3451'REFERENCE MARK NO 2 IS SET ON THE SOUTHWEST EDGE OF THE HILL 8 FEET
KY3451'NORTH OF FENCE LINE AND 4
KY3451'FEET WEST OF AN OLD CONCRETE WELL. THE MARK PROJECTS ABOUT 4 INCHES
KY3451'AND THE DISK STAMPED MUD NO 2 1951.
KY3451'
KY3451'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
KY3451'SOUTH MAIN STREET IN THE
KY3451'SOUTH EDGE OF AKRON, GO SOUTH ON SOUTH MAIN STREET FOR 3.55 MILES TO
KY3451'JUNCTION WITH STATE HIGHWAY NO.
KY3451'619, CONTINUE SOUTH ON SOUTH MAIN STREET FOR 0.6 MILE
KY3451'TO ENTRANCE TO K.C. WELFARE CAMP ON THE RIGHT,
KY3451'TURN RIGHT INTO DRIVEWAY AND GO WEST
KY3451'ON GRAVELED ROAD FOR 0.25 MILE TO STATUE OF SANTA MARIA ON THE
KY3451'NORTH SIDE, TURN LEFT ON DIM ROAD
KY3451'AND GO SOUTH FOR 0.1 MILE TO TOP OF HILL AND STATION AS DESCRIBED.
KY3451'
KY3451'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
KY3451'
KY3451
KY3451 STATION RECOVERY (1957)
KY3451
KY3451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
KY3451'AREA HAS BEEN BULLDOZED AND MONUMENT HAS BEEN DISTRUBED AND LAYING
KY3451'AT A 45 DEGREE
KY3451'ANGLE.
KY3451'
|
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|
|
|
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2237655.5
|
475878.40625
|
0101000020960E000033A737E86B124141D667A3B49A0B1D41
|
true
|
2014-05-02 07:03:00 -0400
|
false
|
40.96873925833333333334
|
-81.52529837222222222223
|
-81.5252983722222
|
40.9687392583332
|
2237655.8141984
|
475878.676404593
|
682038.856245384
|
145048.110664323
|
634
|
634
|
Q 302 RESET 1966
|
MB1199
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1966 STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
30.0
|
N
|
81
|
27
|
59.0
|
W
|
SCALED
|
-33.67
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS COMPUTED FROM UNVERIFIED RESET DATA.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
359.28
|
1178.7
|
RESET
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
AT AKRON, ABOUT 1.1 MILES NORTH ALONG BRITTAIN ROAD FROM ITS
CROSSING WITH THE ERIE RAILROAD, AT THE JUNCTION OF BRITTAIN
ROAD AND YORKSHIRE AVENUE, 42 FEET SOUTHWEST OF THE CENTER OF
THE JUNCTION, 20.3 FEET SOUTH OF THE CENTERLINE OF YORKSHIRE
AVENUE, 36.8 FEET WEST OF THE CENTERLINE OF BRITTAIN ROAD, 33.4
FEET NORTHWEST OF A COREY FIRE HYDRANT, 45.0 FEET SOUTH OF
TELEPHONE POLE 40795, ABOUT 0.35 MILE NORTH OF THE INTERSECTION
OF BRITTAIN ROAD AND TALLMADGE AVENUE, 0.75 MILE SOUTH OF THE
INTERSECTION OF BRITTAIN ROAD AND HOWE ROAD, SET 5 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A
9 INCH IRON COVER IN THE SIDEWALK ON THE SOUTH SIDE OF YORKSHIRE
AVENUE.
|
2016-10-17 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1199 ***********************************************************************
MB1199 DESIGNATION - Q 302 RESET 1966
MB1199 PID - MB1199
MB1199 STATE/COUNTY- OH/SUMMIT
MB1199
MB1199 HORZ DATUM - NAD 83(1986)
MB1199 VERT DATUM - NGVD 29
MB1199
MB1199 POSITION - 41 06 30. (N) 081 27 59. (W) SCALED
MB1199 83 minus 27 - +00. -01. SCALED
MB1199
MB1199 HEIGHT - 359.28 (meters) 1178.7 (feet) RESET COMP
MB1199 ***********************************************************************
MB1199
MB1199 GEOID HEIGHT- -33.67 GEOID90
MB1199
MB1199
MB1199
MB1199
MB1199.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1199.THE ORTHOMETRIC HEIGHT WAS COMPUTED FROM UNVERIFIED RESET DATA.
MB1199
MB1199
MB1199
MB1199
MB1199_STATION MARK IS A BENCH MARK DISK
MB1199_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1199_THE MARK IS STAMPED: Q 302 1964
MB1199
MB1199 HISTORY - Year Condition Recov. By
MB1199 HISTORY - 1966 STATION MONUMENTED CITY OF AKRON OHIO
MB1199
MB1199 STATION DESCRIPTION
MB1199
MB1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
MB1199'AT AKRON, ABOUT 1.1 MILES NORTH ALONG BRITTAIN ROAD FROM ITS
MB1199'CROSSING WITH THE ERIE RAILROAD, AT THE JUNCTION OF BRITTAIN
MB1199'ROAD AND YORKSHIRE AVENUE, 42 FEET SOUTHWEST OF THE CENTER OF
MB1199'THE JUNCTION, 20.3 FEET SOUTH OF THE CENTERLINE OF YORKSHIRE
MB1199'AVENUE, 36.8 FEET WEST OF THE CENTERLINE OF BRITTAIN ROAD, 33.4
MB1199'FEET NORTHWEST OF A COREY FIRE HYDRANT, 45.0 FEET SOUTH OF
MB1199'TELEPHONE POLE 40795, ABOUT 0.35 MILE NORTH OF THE INTERSECTION
MB1199'OF BRITTAIN ROAD AND TALLMADGE AVENUE, 0.75 MILE SOUTH OF THE
MB1199'INTERSECTION OF BRITTAIN ROAD AND HOWE ROAD, SET 5 INCHES BELOW
MB1199'THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A
MB1199'9 INCH IRON COVER IN THE SIDEWALK ON THE SOUTH SIDE OF YORKSHIRE
MB1199'AVENUE.
|
|
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|
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|
|
|
2253318.75
|
526920.75
|
0101000020960E0000B88AEADB033141419888035B91142041
|
true
|
2012-04-27 07:10:00 -0400
|
false
|
41.10833333333333333333
|
-81.46638888888888888889
|
-81.4663888888889
|
41.1083333333332
|
2253319.71809515
|
526920.677761334
|
686813.223701849
|
160605.743793125
|
642
|
642
|
NH 102
|
MB3079
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NH 102
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE CREWHISTORY - 2011 GOOD HISTORY 2016 GOOD SCE COSE CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
51.39252
|
N
|
81
|
32
|
41.10359
|
W
|
ADJUSTED
|
-33.82
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
168593.453
|
680143.534
|
0.99994109
|
+
|
0
|
37
|
39.2
|
|
MT
|
|
|
|
|
314.1
|
1031.0
|
VERT ANG
|
|
0.34
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.48 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 59 AND STATE
ROUTE 8 PROCEED NORTH ALONG STATE ROUTE 8 2.93 MILES TO ITS
INTERSECTION WITH EAST STEELS CORNERS ROAD. TURN LEFT AND PROCEED
WEST ALONG EAST STEELS CORNERS ROAD 1.61 MILES TO ITS INTERSECTION
WITH WEST STEELS CORNERS ROAD. CONTINUE WEST ALONG WEST STEELS
CORNERS ROAD 1.93 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED NH-102. THE STATION IS
29.2 FEET NORTH FROM THE CENTERLINE OF WEST STEELS CORNERS ROAD, 10.0
FEET EAST FROM THE EDGE AT MAINTAINED AREA THAT IS THE EAST PROPERTY LINE OF HSE #1007, AND 3.0 FEET WEST FROM A METAL WITNESS POST. THE STATION IS 678.99 METERS FROM STATION NH-103.
|
2022-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3079 ***********************************************************************
MB3079 DESIGNATION - NH 102
MB3079 PID - MB3079
MB3079 STATE/COUNTY- OH/SUMMIT
MB3079
MB3079 HORZ DATUM - NAD 83(1986)
MB3079 VERT DATUM - NGVD 29
MB3079
MB3079 POSITION - 41 10 51.39252(N) 081 32 41.10359(W) ADJUSTED
MB3079 83 minus 27 - +00.20049 -00.57746 NADCON
MB3079
MB3079 HEIGHT - 314.1 (meters) 1031. (feet) VERT ANGLE
MB3079 ***********************************************************************
MB3079
MB3079 LAPLACE CORR- 0.34 DEFLEC90
MB3079 GEOID HEIGHT- -33.82 GEOID90
MB3079
MB3079
MB3079 HORZ ORDER - FIRST
MB3079
MB3079
MB3079.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3079.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3079.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3079
MB3079; North East Scale Converg.
MB3079;SPC OH N - 168,593.453 680,143.534 0.99994109 +0 37 39.2 MT
MB3079;UTM 17 - 4,558,986.712 454,311.034 0.99962569 -0 21 31.3 MT
MB3079
MB3079: Primary Azimuth Mark Grid Az
MB3079:SPC OH N - NH 103 268 02 27.7
MB3079:UTM 17 - NH 103 269 01 38.2
MB3079
MB3079|---------------------------------------------------------------------|
MB3079| Pid Reference Object Distance Geod. AZ |
MB3079| dddmmss.ss|
MB3079| MB3080 NH 103 APPROX. 0.7 KM 2684006.9 |
MB3079|---------------------------------------------------------------------|
MB3079
MB3079_STATION MARK IS A SURVEY DISK
MB3079_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3079_THE MARK IS STAMPED: NH-102
MB3079
MB3079 HISTORY - Year Condition Recov. By
MB3079 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3079
MB3079 STATION DESCRIPTION
MB3079
MB3079'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3079'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.48 MILES
MB3079'NORTHWEST OF THE CITY OF AKRON.
MB3079'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 59 AND STATE
MB3079'ROUTE 8 PROCEED NORTH ALONG STATE ROUTE 8 2.93 MILES TO ITS
MB3079'INTERSECTION WITH EAST STEELS CORNERS ROAD. TURN LEFT AND PROCEED
MB3079'WEST ALONG EAST STEELS CORNERS ROAD 1.61 MILES TO ITS INTERSECTION
MB3079'WITH WEST STEELS CORNERS ROAD. CONTINUE WEST ALONG WEST STEELS
MB3079'CORNERS ROAD 1.93 MILES TO THE STATION ON THE RIGHT.
MB3079'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3079'CONCRETE FLUSH WITH THE GROUND AND STAMPED NH-102. THE STATION IS
MB3079'29.2 FEET NORTH FROM THE CENTERLINE OF WEST STEELS CORNERS ROAD, 10.0
MB3079'FEET EAST FROM THE EDGE AT MAINTAINED AREA, AND 3.0 FEET WEST FROM A
MB3079'METAL WITNESS POST. THE STATION IS 678.99 METERS FROM STATION NH-103.
|
|
|
|
|
|
|
|
|
|
|
|
2231436.75
|
553127.0625
|
0101000020960E0000E4E5C0C94606414107AF9A094EE12041
|
true
|
2011-04-04 06:34:00 -0400
|
false
|
41.18094236666666666667
|
-81.54475099722222222222
|
-81.5447509972222
|
41.1809423666665
|
2231437.57619928
|
553127.018758268
|
680143.533512607
|
168593.452504407
|
643
|
643
|
NH 103
|
MB3080
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NH 103
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO 2000 GOOD COSE CREW - 2011 GOOD COSE CREW 2016 GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
10
|
50.8801
|
N
|
81
|
33
|
10.22726
|
W
|
ADJUSTED
|
-33.82
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
168570.244
|
679465.004
|
0.99994108
|
+
|
0
|
37
|
20.1
|
|
MT
|
|
|
|
|
309.4
|
1015.0
|
VERT ANG
|
|
0.23
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.88 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 59 AND STATE
ROUTE 8 PROCEED NORTH ALONG STATE ROUTE 8 2.93 MILES TO ITS
INTERSECTION WITH EAST STEELS CORNERS ROAD. TURN LEFT AND PROCEED
WEST ALONG EAST STEELS CORNERS ROAD 1.61 MILES TO ITS INTERSECTION
WITH WEST STEELS CORNERS ROAD. CONTINUE WEST ALONG WEST STEELS
CORNERS ROAD 2.13 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED NH-103. THE STATION IS
38.0 FEET EAST FROM THE CENTERLINE OF PRIVATE DRIVE NUMBER 1230 (SARAH'S VINEYARD) AND 30.0 FEET SOUTH FROM THE CENTERLINE OF WEST STEELS CORNERS ROAD. THE STATION IS 678.99 METERS FROM STATION NH-102.
|
2022-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3080 ***********************************************************************
MB3080 DESIGNATION - NH 103
MB3080 PID - MB3080
MB3080 STATE/COUNTY- OH/SUMMIT
MB3080
MB3080 HORZ DATUM - NAD 83(1986)
MB3080 VERT DATUM - NGVD 29
MB3080
MB3080 POSITION - 41 10 50.88010(N) 081 33 10.22726(W) ADJUSTED
MB3080 83 minus 27 - +00.20027 -00.57562 NADCON
MB3080
MB3080 HEIGHT - 309.4 (meters) 1015. (feet) VERT ANGLE
MB3080 ***********************************************************************
MB3080
MB3080 LAPLACE CORR- 0.23 DEFLEC90
MB3080 GEOID HEIGHT- -33.82 GEOID90
MB3080
MB3080
MB3080 HORZ ORDER - THIRD
MB3080
MB3080
MB3080.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3080.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3080.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3080
MB3080; North East Scale Converg.
MB3080;SPC OH N - 168,570.244 679,465.004 0.99994108 +0 37 20.1 MT
MB3080;UTM 17 - 4,558,975.189 453,632.420 0.99962646 -0 21 50.5 MT
MB3080
MB3080: Primary Azimuth Mark Grid Az
MB3080:SPC OH N - NH 102 088 02 27.6
MB3080:UTM 17 - NH 102 089 01 38.2
MB3080
MB3080|---------------------------------------------------------------------|
MB3080| Pid Reference Object Distance Geod. AZ |
MB3080| dddmmss.ss|
MB3080| MB3079 NH 102 APPROX. 0.7 KM 0883947.7 |
MB3080|---------------------------------------------------------------------|
MB3080
MB3080_STATION MARK IS A SURVEY DISK
MB3080_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3080_THE MARK IS STAMPED: NH-103
MB3080
MB3080 HISTORY - Year Condition Recov. By
MB3080 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3080
MB3080 STATION DESCRIPTION
MB3080
MB3080'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3080'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.88 MILES
MB3080'NORTHWEST OF THE CITY OF AKRON.
MB3080'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 59 AND STATE
MB3080'ROUTE 8 PROCEED NORTH ALONG STATE ROUTE 8 2.93 MILES TO ITS
MB3080'INTERSECTION WITH EAST STEELS CORNERS ROAD. TURN LEFT AND PROCEED
MB3080'WEST ALONG EAST STEELS CORNERS ROAD 1.61 MILES TO ITS INTERSECTION
MB3080'WITH WEST STEELS CORNERS ROAD. CONTINUE WEST ALONG WEST STEELS
MB3080'CORNERS ROAD 2.13 MILES TO THE STATION ON THE LEFT.
MB3080'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3080'CONCRETE FLUSH WITH THE GROUND AND STAMPED NH-103. THE STATION IS
MB3080'38.0 FEET EAST FROM THE CENTERLINE OF PRIVATE DRIVE NUMBER 1230 AND
MB3080'30.0 FEET SOUTH FROM THE CENTERLINE OF WEST STEELS CORNERS ROAD. THE
MB3080'STATION IS 678.99 METERS FROM STATION NH-102.
|
|
|
|
|
|
|
|
|
|
|
|
2229211.25
|
553051.375
|
0101000020960E0000C258B6B7ED014141BBB161C0B5E02041
|
true
|
2011-04-04 06:39:00 -0400
|
false
|
41.18080002777777777778
|
-81.55284090555555555556
|
-81.5528409055555
|
41.1808000277776
|
2229211.43525228
|
553050.875745348
|
679465.004394904
|
168570.244067654
|
644
|
644
|
NIMISILA
|
KY3007
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
NIMISILA 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2013 GOOD COSE SURVEY CREW HISTORY 2015 DAMAGED SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
37.34683
|
N
|
81
|
31
|
24.14509
|
W
|
ADJUSTED
|
-33.43
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
142270.403
|
682231.977
|
0.99994147
|
+
|
0
|
38
|
29.7
|
|
MT
|
|
|
|
|
306.2
|
1005.0
|
VERT ANG
|
|
-0.71
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) WEST-NORTHWEST FROM
GREENSBURG, 4 KM (2.5 MI) EAST-NORTHEAST FROM MANCHESTER AND ON THE
EAST SHORE OF THE NIMISILA RESERVOIR. OWNERSHIP--OHIO STATE PARK
PROPERTY.
TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
STATE HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A
CROSSROADS. TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (TURKEYFOOT
ROAD) FOR 5.0 KM (3.1 MI) TO A CROSSROADS. TURN LEFT AND GO SOUTH ON
SOUTH MAIN STREET FOR 2.6 KM (1.6 MI) TO A CROSSROAD. TURN LEFT AND
GO SOUTHEAST ON CASTON ROAD FOR 0.7 KM (0.45 MI) TO A FORK. KEEP
RIGHT AND GO SOUTH ON CHRISTMAN ROAD FOR 0.5 KM (0.3 MI) TO A ROAD
RIGHT LEADING TO THE AZIMUTH MARK. CONTINUE SOUTH ON CHRISTMAN ROAD
FOR 1.45 KM (0.9 MI) TO A CROSSROADS. AT THE ENTRANCE TO THE
NIMISILA RESERVOIR STATE PARK. TURN RIGHT AND GO NORTHWEST ON A
PAVED PARK ROAD FOR 0.8 KM (0.5 MI) TO A PARKING AREA AND THE STATION
ON THE RIGHT IN A GRASS COVERED AREA BETWEEN THE PARKING AREA AND THE
SHORE LINE.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---NIMISILA 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND , 8.5 METERS (28.0
FEET) N FROM THE NORTH EDGE OF THE PARKING AREA, 6.6 METERS (21.5
FEET) S FROM THE LAKES SHORE HIGH WATER LINE, AND 39.8 METERS (130.5
FEET) ENE FROM THE MOST NORTHWEST EDGE OF THE PARKING AREA. THE DISK IS MISSING.
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---NIMISILA 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 6.1 METERS
(20.0 FEET) SE FROM THE LAKE SHORE HIGH WATER LINE, 4.7 METERS (15.5
FEET) NW FROM THE CENTER OF THE TRACK ROAD, 57.3 METERS (188.0 FEET)
SW FROM THE CENTER OF THE PAVED ROAD, AND 1.2 METERS (3.8 FEET) SSW
FROM A CARSONITE WITNESS POST.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE PARK
ROAD FOR 0.8 KM (0.5 MI) TO THE CROSSROADS. TURN LEFT AND GO NORTH
ON CHRISTMAN ROAD FOR 1.45 KM (0.9 MI) TO A SIDE ROAD LEFT ON THE
SOUTH SIDE OF A PARKING AREA. TURN LEFT AND GO NORTHWEST ON A PAVED
ROAD FOR 0.1 KM (0.05 MI) TO THE MARK ON THE LEFT ON THE NORTH PART
OF A NARROW STRIP OF GROUND WHICH LEADS SOUTHWEST TO A GAS WELL.
|
2018-06-01 00:00:00 -0400
|
SCE
|
Poor
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3007 ***********************************************************************
KY3007 DESIGNATION - NIMISILA
KY3007 PID - KY3007
KY3007 STATE/COUNTY- OH/SUMMIT
KY3007
KY3007 HORZ DATUM - NAD 83(1986)
KY3007 VERT DATUM - NGVD 29
KY3007
KY3007 POSITION - 40 56 37.34683(N) 081 31 24.14509(W) ADJUSTED
KY3007 83 minus 27 - +00.20257 -00.57511 NADCON
KY3007
KY3007 HEIGHT - 306.2 (meters) 1005. (feet) VERT ANGLE
KY3007 ***********************************************************************
KY3007
KY3007 LAPLACE CORR- -0.71 DEFLEC90
KY3007 GEOID HEIGHT- -33.43 GEOID90
KY3007
KY3007
KY3007 HORZ ORDER - FIRST
KY3007
KY3007
KY3007.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY3007.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3007.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY3007
KY3007; North East Scale Converg.
KY3007;SPC OH N - 142,270.403 682,231.977 0.99994147 +0 38 29.7 MT
KY3007;UTM 17 - 4,532,639.943 455,945.960 0.99962389 -0 20 34.7 MT
KY3007
KY3007
KY3007
KY3007_STATION MARK IS AN ASTRO PIER
KY3007_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3007
KY3007 HISTORY - Year Condition Recov. By
KY3007 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3007
KY3007 STATION DESCRIPTION
KY3007
KY3007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3007'THERE ARE NO REFERENCE MARKS AT THIS STATION.
KY3007'
KY3007'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) WEST-NORTHWEST FROM
KY3007'GREENSBURG, 4 KM (2.5 MI) EAST-NORTHEAST FROM MANCHESTER AND ON THE
KY3007'EAST SHORE OF THE NIMISILA RESERVOIR. OWNERSHIP--OHIO STATE PARK
KY3007'PROPERTY.
KY3007'
KY3007'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
KY3007'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A
KY3007'CROSSROADS. TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (TURKEYFOOT
KY3007'ROAD) FOR 5.0 KM (3.1 MI) TO A CROSSROADS. TURN LEFT AND GO SOUTH ON
KY3007'SOUTH MAIN STREET FOR 2.6 KM (1.6 MI) TO A CROSSROAD. TURN LEFT AND
KY3007'GO SOUTHEAST ON CASTON ROAD FOR 0.7 KM (0.45 MI) TO A FORK. KEEP
KY3007'RIGHT AND GO SOUTH ON CHRISTMAN ROAD FOR 0.5 KM (0.3 MI) TO A ROAD
KY3007'RIGHT LEADING TO THE AZIMUTH MARK. CONTINUE SOUTH ON CHRISTMAN ROAD
KY3007'FOR 1.45 KM (0.9 MI) TO A CORSSROADS. AT THE ENTRANCE TO THE
KY3007'NIMISILA RESERVOIR STATE PARK. TURN RIGHT AND GO NORTHWEST ON A
KY3007'PAVED PARK ROAD FOR 0.8 KM (0.5 MI) TO A PRAKING AREA AND THE STATION
KY3007'ON THE RIGHT IN A GRASS COVERED AREA BETWEEN THE PARKING AREA AND THE
KY3007'SHORE LINE.
KY3007'
KY3007'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY3007'---NIMISILA 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
KY3007'CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 29.7 METERS
KY3007'(97.5 FEET) NW FROM A HAND PUMP OVER A WATER WELL, 8.5 METERS (28.0
KY3007'FEET) N FROM THE NORTH EDGE OF THE PARKING AREA, 6.6 METERS (21.5
KY3007'FEET) S FROM THE LAKES SHORE HIGH WATER LINE, AND 39.8 METERS (130.5
KY3007'FEET) ENE FROM THE MOST NORTHWEST EDGE OF THE PARKING AREA.
KY3007'
KY3007'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY3007'---NIMISILA 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
KY3007'CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 6.1 METERS
KY3007'(20.0 FEET) SE FROM THE LAKE SHORE HIGH WATER LINE, 4.7 METERS (15.5
KY3007'FEET) NW FROM THE CENTER OF THE TRACK ROAD, 57.3 METERS (188.0 FEET)
KY3007'SW FROM THE CENTER OF THE PAVED ROAD, AND 1.2 METERS (3.8 FEET) SSW
KY3007'FROM A CARSONITE WITNESS POST.
KY3007'
KY3007'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ON THE PARK
KY3007'ROAD FOR 0.8 KM (0.5 MI) TO THE CROSSROADS. TURN LEFT AND GO NORTH
KY3007'ON CHRISTMAN ROAD FOR 1.45 KM (0.9 MI) TO A SIDE ROAD LEFT ON THE
KY3007'SOUTH SIDE OF A PARKING AREA. TURN LEFT AND GO NORTHWEST ON A PAVED
KY3007'ROAD FOR 0.1 KM (0.05 MI) TO THE MARK ON THE LEFT ON THE NORTH PART
KY3007'OF A NARROW STRIP OF GROUND WHICH LEADS SOUTHWEST TO A GAS WELL.
KY3007'
|
|
|
|
|
|
|
|
|
|
|
|
2238288.75
|
466765.125
|
0101000020960E00002970BAB4A8134141779464EA357D1C41
|
true
|
2013-08-13 10:35:00 -0400
|
false
|
40.94370745277777777777
|
-81.52337363611111111111
|
-81.5233736361111
|
40.9437074527776
|
2238289.41193964
|
466765.478899307
|
682231.977223156
|
142270.402509297
|
645
|
645
|
NIMISILA AZ MK
|
KY3008
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
NIMISILA 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEYHISTORY - 2004 GOOD COSE SURVEYHISTORY - 2013 GOOD COSE SURVEY HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
56
|
58.13904
|
N
|
81
|
31
|
33.85321
|
W
|
ADJUSTED
|
-33.44
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
142909.184
|
681997.762
|
0.99994126
|
+
|
0
|
38
|
23.4
|
|
MT
|
|
|
|
|
306.6
|
1006.0
|
VERT ANG
|
|
-0.81
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 5.25 KM (3.75 MI) WEST-NORTHWEST FROM
GREENSBURG, 4 KM (2.5 MI) EAST-NORTHEAST FROM MANCHESTER AND AT A
SMALL PARK AT THE EAST PART OF THE NIMISILA RESERVOIR.
OWNERSHIP--STATE PARK PROPERTY.
TO REACH FROM THE POST OFFICE AT BREENSBURG, GO NORTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A CROSSROADS.
TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR
5.0 KM (3.1 MI) TO A CROSSROADS. TURN LEFT AND GO SOUTH ON SOUTH
MAIN STREET FOR 2.6 KM (1.6 MI) TO A CROSSROADS. TURN LEFT AND GO
SOUTHEAST ON
CASTON ROAD FOR 0.7 KM (0.45 MI) TO A FORK. KEEP RIGHT AND GO SOUTH
ON CHRISTMAN ROAD FOR 0.5 KM (0.3 MI) TO A SIDE ROAD RIGHT ALONG THE
SOUTH SIDE OF A PARKING AREA. TURN RIGHT AND GO NORTHWEST ON A
PAVED ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT ON THE
NORTH PART OF A NARROW STRIP OF LAND LEADING SOUTHWEST TO A GAS
WELL.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
STAMPED---NIMISILA 1983--- SET IN THE TOP OF A 30 CM (12-INCH) ROUND
CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT
IS 6.1 METERS (20 FEET) SOUTHEAST FROM THE LAKE SHORE AT THE HIGH
WATER LINE, 4.7 METERS (15.5 FT) NORTHWEST FROM THE CENTER OF A TRACK
ROAD, 57.3 METERS (188 FEET) SOUTHWEST FROM THE CENTER OF THE DAVED
PARK ROAD NEAR A 16-INCH PINE TREE AND 1.2 METERS (3.8 FEET)
SOUTH-SOUTHWEST FROM A CARSONITE WITNESS POST.
|
2018-06-01 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3008 ***********************************************************************
KY3008 DESIGNATION - NIMISILA AZ MK
KY3008 PID - KY3008
KY3008 STATE/COUNTY- OH/SUMMIT
KY3008
KY3008 HORZ DATUM - NAD 83(1986)
KY3008 VERT DATUM - NGVD 29
KY3008
KY3008 POSITION - 40 56 58.13904(N) 081 31 33.85321(W) ADJUSTED
KY3008 83 minus 27 - +00.20230 -00.57489 NADCON
KY3008
KY3008 HEIGHT - 306.6 (meters) 1006. (feet) VERT ANGLE
KY3008 ***********************************************************************
KY3008
KY3008 LAPLACE CORR- -0.81 DEFLEC90
KY3008 GEOID HEIGHT- -33.44 GEOID90
KY3008
KY3008
KY3008 HORZ ORDER - SECOND
KY3008
KY3008
KY3008.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3008.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3008.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY3008.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY3008
KY3008; North East Scale Converg.
KY3008;SPC OH N - 142,909.184 681,997.762 0.99994126 +0 38 23.4 MT
KY3008;UTM 17 - 4,533,282.451 455,722.827 0.99962413 -0 20 41.2 MT
KY3008
KY3008
KY3008
KY3008_STATION MARK IS AN AZIMUTH MARK DISK
KY3008_WITH SETTING: SET IN TOP OF SQUARE CONCRETE MONUMENT
KY3008
KY3008 HISTORY - Year Condition Recov. By
KY3008 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3008
KY3008 STATION DESCRIPTION
KY3008
KY3008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3008'THE STATION IS LOCATED ABOUT 5.25 KM (3.75 MI) WEST-NORTHWEST FROM
KY3008'GREENSBURG, 4 KM (2.5 MI) EAST-NORTHEAST FROM MANCHESTER AND AT A
KY3008'SMALL PARK AT THE EAST PART OF THE NIMISILA RESERVOIR.
KY3008'OWNERSHIP--STATE PARK PROPERTY.
KY3008'
KY3008'TO REACH FROM THE POST OFFICE AT BREENSBURG, GO NORTH ON STATE
KY3008'HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A CROSSROADS.
KY3008'TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR
KY3008'5.0 KM (3.1 MI) TO A CROSSROADS. TURN LEFT AND GO SOUTH ON SOUTH
KY3008'MAIN STREET FOR 2.6 KM (1.6 MI) TO A CROSSROADS. TURN LEFT AND GO
KY3008'SOUTHEAST ON
KY3008'CASTON ROAD FOR 0.7 KM (0.45 MI) TO A FORK. KEEP RIGHT AND GO SOUTH
KY3008'ON CHRISTMAN ROAD FOR 0.5 KM (0.3 MI) TO A SIDE ROAD RIGHT ALONG THE
KY3008'SOUTH SIDE OF A PARKING AREA. TURN RIGHT AND GO NORTHWEST ON A
KY3008'PAVED ROAD FOR 0.1 KM (0.05 MI) TO THE STATION ON THE LEFT ON THE
KY3008'NORTH PART OF A NARROW STRIP OF LAND LEADING SOUTHWEST TO A GAS
KY3008'WELL.
KY3008'
KY3008'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
KY3008'STAMPED---NIMISILA 1983--- SET IN THE TOP OF A 30 CM (12-INCH) ROUND
KY3008'CONCRETE MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT
KY3008'IS 6.1 METERS (20 FEET) SOUTHEAST FROM THE LAKE SHORE AT THE HIGH
KY3008'WATER LINE, 4.7 METERS (15.5 FT) NORTHWEST FROM THE CENTER OF A TRACK
KY3008'ROAD, 57.3 METERS (188 FEET) SOUTHWEST FROM THE CENTER OF THE DAVED
KY3008'PARK ROAD NEAR A 16-INCH PINE TREE AND 1.2 METERS (3.8 FEET)
KY3008'SOUTH-SOUTHWEST FROM A CARSONITE WITNESS POST.
KY3008'
|
|
|
|
|
|
|
|
|
|
|
|
2237521.25
|
468860.8125
|
0101000020960E0000D8CF077F28124141321BBDDCF49D1C41
|
true
|
2013-08-13 10:35:00 -0400
|
false
|
40.94948306666666666666
|
-81.52607033611111111111
|
-81.5260703361111
|
40.9494830666665
|
2237520.9924259
|
468861.215565133
|
681997.762486939
|
142909.184322603
|
659
|
659
|
PRESWICK
|
KY3009
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
PRESWICK 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2013 GOOD SCE 2015 GOOD SCE 2021 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
28.06551
|
N
|
81
|
26
|
22.08945
|
W
|
ADJUSTED
|
-33.48
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
143917.276
|
689277.368
|
0.99994097
|
+
|
0
|
41
|
48.2
|
|
MT
|
|
|
|
|
344.4
|
1130.0
|
VERT ANG
|
|
-1.12
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 3.25 KM (2 MI) SOUTHWEST FROM UNIONTOWN,
3.5 KM (2.25 MI) NORTHEAST FROM GREENSBURG AND 0.5 KM (0.25 MI)
SOUTHEAST FROM THE PRESWICK COUNTRY CLUB. OWNERSHIP--PRESTWICK
COUNTRY CLUB.
IT IS ON A LOW HILL BETWEEN THE ELEVENTH, TWELVETH
AND THIRTEENTH GOLF HOLE FOR THE COUNTRY CLUB.
TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
STATE HIGHWAY 241 FOR 2.65 KM (1.65 MI) TO A SIDE ROAD RIGHT. TURN
RIGHT AND GO EAST ON GRAYBILL ROAD FOR 2.35 KM (1.45 MI) TO A TRACK
ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.1
KM (0.05 MI) TO THE STATION ON THE LEFT. TRACK RD (ABANDONED) IS 25 FEET WEST
OF SARA DRIVE.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---PRESWICK 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 19.0 METERS
(62.5 FEET) SW FROM A 6-INCH PINE TREE, 14.6 METERS (47.8 FEET) WSW
FROM A 6-INCH CRAB APPLE TREE, 54.9 METERS (180.0 FEET) W FROM THE
THIRD GOLF HOLE OF THE PRESWICK COUNTRY CLUB, 18.0 METERS (59.0 FEET)
NE FROM A 6-INCH OAK TREE, AND 3.0 METERS (10.0 FEET) W FROM THE
CENTER OF THE DIM TRACK ROAD. 377 FEET NORTH OF CL GRAYBILL ROAD
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---PRESWICK 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
GROUND LOCATED 6.8 METERS (22.4 FEET) E FROM THE CENTER OF MAYFAIR
ROAD, 7.3 METERS (24.0 FEET) N FROM THE CENTER OF A DRIVE LEADING TO
4185 MAYFAIR ROAD, 1.5 METERS (4.8 FEET) W FROM A POWERLINE POLE
NUMBERED 8 32, AND 1.4 METERS (4.6 FEET) W FROM A CARSONITE WITNESS
POST.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE TRACK
ROAD FOR 0.1 KM (0.05 MI) TO GRAYBILL ROAD. TURN LEFT AND GO EAST ON
GRAYBILL ROAD FOR 0.25 KM (0.15 MI) TO A T-INTERSECTION. TURN RIGHT
AND GO SOUTH ON MAYFAIR ROAD FOR 0.25 KM (0.15 MI) TO THE MARK ON THE
LEFT.
|
2021-05-27 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3009 ***********************************************************************
KY3009 DESIGNATION - PRESWICK
KY3009 PID - KY3009
KY3009 STATE/COUNTY- OH/SUMMIT
KY3009
KY3009 HORZ DATUM - NAD 83(1986)
KY3009 VERT DATUM - NGVD 29
KY3009
KY3009 POSITION - 40 57 28.06551(N) 081 26 22.08945(W) ADJUSTED
KY3009 83 minus 27 - +00.20415 -00.59111 NADCON
KY3009
KY3009 HEIGHT - 344.4 (meters) 1130. (feet) VERT ANGLE
KY3009 ***********************************************************************
KY3009
KY3009 LAPLACE CORR- -1.12 DEFLEC90
KY3009 GEOID HEIGHT- -33.48 GEOID90
KY3009
KY3009
KY3009 HORZ ORDER - FIRST
KY3009
KY3009
KY3009.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY3009.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3009.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY3009
KY3009; North East Scale Converg.
KY3009;SPC OH N - 143,917.276 689,277.368 0.99994097 +0 41 48.2 MT
KY3009;UTM 17 - 4,534,165.007 463,016.342 0.99961683 -0 17 17.1 MT
KY3009
KY3009
KY3009
KY3009_STATION MARK IS A TRIANGULATION STATION DISK
KY3009_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3009
KY3009 HISTORY - Year Condition Recov. By
KY3009 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3009
KY3009 STATION DESCRIPTION
KY3009
KY3009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3009'THERE ARE NO REFERENCE MARKS AT THIS STATION.
KY3009'
KY3009'THE STATION IS LOCATED ABOUT 3.25 KM (2 MI) SOUTHWEST FROM UNIONTOWN,
KY3009'3.5 KM (2.25 MI) NORTHEAST FROM GREENSBURG AND 0.5 KM (0.25 MI)
KY3009'SOUTHEAST FROM THE PRESWICK COUNTRY CLUB. OWNERSHIP--PRESTWICK
KY3009'COUNTRY CLUB.
KY3009'
KY3009'IT IS ON A LOW HILL BETWEEN THE ELEVENTH, TWELVETH
KY3009'AND THIRTEENTH GOLF HOLE FOR THE COUNTRY CLUB.
KY3009'
KY3009'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
KY3009'STATE HIGHWAY 241 FOR 2.65 KM (1.65 MI) TO A SIDE ROAD RIGHT. TURN
KY3009'RIGHT AND GO EAST ON GRAYBILL ROAD FOR 2.35 KM (1.45 MI) TO A TRACK
KY3009'ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON THE TRACK ROAD FOR 0.1
KY3009'KM (0.05 MI) TO THE STATION ON THE LEFT.
KY3009'
KY3009'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY3009'---PRESWICK 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30
KY3009'CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 19.0 METERS
KY3009'(62.5 FEET) SW FROM A 6-INCH PINE TREE, 14.6 METERS (47.8 FEET) WSW
KY3009'FROM A 6-INCH CRAB APPLE TREE, 54.9 METERS (180.0 FEET) W FROM THE
KY3009'THIRD GOLF HOLE OF THE PRESWICK COUNTRY CLUB, 18.0 METERS (59.0 FEET)
KY3009'NE FROM A 6-INCH OAK TREE, AND 3.0 METERS (10.0 FEET) W FROM THE
KY3009'CENTER OF THE DIM TRACK ROAD.
KY3009'
KY3009'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY3009'---PRESWICK 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
KY3009'30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE
KY3009'GROUND LOCATED 6.8 METERS (22.4 FEET) E FROM THE CENTER OF MAYFAIR
KY3009'ROAD, 7.3 METERS (24.0 FEET) N FROM THE CENTER OF A DRIVE LEADING TO
KY3009'4185 MAYFAIR ROAD, 1.5 METERS (4.8 FEET) W FROM A POWERLINE POLE
KY3009'NUMBERED 8 32, AND 1.4 METERS (4.6 FEET) W FROM A CARSONITE WITNESS
KY3009'POST.
KY3009'
KY3009'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE TRACK
KY3009'ROAD FOR 0.1 KM (0.05 MI) TO GRAYBILL ROAD. TURN LEFT AND GO EAST ON
KY3009'GRAYBILL ROAD FOR 0.25 KM (0.15 MI) TO A T-INTERSECTION. TURN RIGHT
KY3009'AND GO SOUTH ON MAYFAIR ROAD FOR 0.25 KM (0.15 MI) TO THE MARK ON THE
KY3009'LEFT.
KY3009'
|
|
|
|
|
|
|
|
|
|
|
|
2261404.5
|
472167.9375
|
0101000020960E0000BD283015CE404141D69BBB61A2D11C41
|
true
|
2013-09-11 08:39:00 -0400
|
false
|
40.957795975
|
-81.43946929166666666666
|
-81.4394692916667
|
40.9577959749998
|
2261404.1655322
|
472168.595442233
|
689277.368208951
|
143917.275725327
|
660
|
660
|
PRESWICK AZ MK
|
KY3010
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
PRESWICK 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2012 GOOD COSE SURVEY CREW 2015 GOOD SCE HISTORY GOOD 2019 SCE
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
57
|
19.3952
|
N
|
81
|
26
|
12.41247
|
W
|
ADJUSTED
|
-33.48
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
143652.604
|
689506.902
|
0.99994105
|
+
|
0
|
41
|
54.5
|
|
MT
|
|
|
|
|
336.6
|
1104.0
|
VERT ANG
|
|
-1.15
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 3.25 KM (2 MI) SOUTHWEST FROM UNIONTOWN,
3.5 KM (2.25 MI) NORTHEAST FROM GREENSBURG AND 0.75 KM (0.5 MI)
SOUTHEAST FROM THE PRESTWICK COUNTRY CLUB. OWNERSHIP--ROAD
RIGHT-OF-WAY.
TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
HIGHWAY 241 FOR 2.65 KM (1.65 MI) TO A SIDE ROAD RIGHT. TURN RIGHT
AND GO EAST ON GRAYBILL ROAD FOR 2.5 KM (1.55 MI) TO A
T-INTERSECTION. TURN RIGHT AND GO SOUTH ON MAYFAIR ROAD FOR 0.25 KM
(0.15 MI) TO THE STATION ON THE LEFT.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
STAMPED---PRESWICK 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS
6.8 METERS (22 FEET) EAST FROM THE CENTER OF MAYFAIR ROAD, 7.3
METERS (24.0 FEET) NORTH FROM THE CENTER OF A DRIVE LEADING TO 4185
MAIRFAIR ROAD, 1.5 METERS (4.8 FEET) WEST FROM A POWERLINE POLE
NUMBERED 8 32, GR 3105 AND 1.4 METERS (4.6 FEET) WEST FROM A CARSONITE WITNESS
POST.
|
2019-03-26 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3010 ***********************************************************************
KY3010 DESIGNATION - PRESWICK AZ MK
KY3010 PID - KY3010
KY3010 STATE/COUNTY- OH/SUMMIT
KY3010
KY3010 HORZ DATUM - NAD 83(1986)
KY3010 VERT DATUM - NGVD 29
KY3010
KY3010 POSITION - 40 57 19.39520(N) 081 26 12.41247(W) ADJUSTED
KY3010 83 minus 27 - +00.20430 -00.59140 NADCON
KY3010
KY3010 HEIGHT - 336.6 (meters) 1104. (feet) VERT ANGLE
KY3010 ***********************************************************************
KY3010
KY3010 LAPLACE CORR- -1.15 DEFLEC90
KY3010 GEOID HEIGHT- -33.48 GEOID90
KY3010
KY3010
KY3010 HORZ ORDER - SECOND
KY3010
KY3010
KY3010.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3010.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3010.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY3010.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY3010
KY3010; North East Scale Converg.
KY3010;SPC OH N - 143,652.604 689,506.902 0.99994105 +0 41 54.5 MT
KY3010;UTM 17 - 4,533,896.516 463,241.221 0.99961663 -0 17 10.7 MT
KY3010
KY3010
KY3010
KY3010_STATION MARK IS AN AZIMUTH MARK DISK
KY3010_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3010
KY3010 HISTORY - Year Condition Recov. By
KY3010 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3010
KY3010 STATION DESCRIPTION
KY3010
KY3010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3010'THE STATION IS LOCATED ABOUT 3.25 KM (2 MI) SOUTHWEST FROM UNIONTOWN,
KY3010'3.5 KM (2.25 MI) NORTHEAST FROM GREENSBURG AND 0.75 KM (0.5 MI)
KY3010'SOUTHEAST FROM THE PRESTWICK COUNTRY CLUB. OWNERSHIP--ROAD
KY3010'RIGHT-OF-WAY.
KY3010'
KY3010'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
KY3010'HIGHWAY 241 FOR 2.65 KM (1.65 MI) TO A SIDE ROAD RIGHT. TURN RIGHT
KY3010'AND GO EAST ON GRAYBILL ROAD FOR 2.5 KM (1.55 MI) TO A
KY3010'T-INTERSECTION. TURN RIGHT AND GO SOUTH ON MAYFAIR ROAD FOR 0.25 KM
KY3010'(0.15 MI) TO THE STATION ON THE LEFT.
KY3010'
KY3010'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
KY3010'STAMPED---PRESWICK 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
KY3010'CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS
KY3010'6.8 METERS (22 FEET) NORTH FROM THE CENTER OF MAYFAIR ROAD, 7.3
KY3010'METERS (24.0 FEET) NORTH FROM THE CENTER OF A DRIVE LEADING TO 4185
KY3010'MAIRFAIR ROAD, 1.5 METERS (4.8 FEET) WEST FROM A POWERLINE POLE
KY3010'NUMBERED 8 32 AND 1.4 METERS (4.6 FEET) WEST FROM A CARSONITE WITNESS
KY3010'POST.
KY3010'
|
|
|
|
|
|
|
|
|
|
|
|
2262156.75
|
471300.09375
|
0101000020960E00008AC5359D4642414131AA0A0211C41C41
|
true
|
2012-09-20 07:10:00 -0400
|
false
|
40.95538755555555555556
|
-81.43678124166666666666
|
-81.4367812416667
|
40.9553875555554
|
2262157.22820348
|
471300.251993808
|
689506.902170224
|
143652.604112902
|
665
|
665
|
REX
|
KY3452
|
OH
|
Summit
|
|
USCGS
|
1950-12-31 19:00:00 -0500
|
DISK IN CONC.
|
REX 1951
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2013 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
58
|
57.20402
|
N
|
81
|
33
|
1.08762
|
W
|
ADJUSTED
|
-33.47
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
|
OH N
|
146559.181
|
679917.713
|
0.99994024
|
+
|
0
|
37
|
26.1
|
|
MT
|
|
|
|
|
343.0
|
1125.0
|
SCALED
|
|
-0.83
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED ABOUT 7 MILES SOUTH OF AKRON, 0.5 MILE EAST OF STATE HIGHWAY NO. 93, 0.2 MILE NORTH OF STATE HIGHWAY NO. 619 ON THE HIGHEST POINT OF A
PROMINENT TIMBERED HILL IN THE NORTHEAST CORNER OF A CULTIVATED FIELD AND ON LAND OWNED BY MR. W.M. GRIMES. IT IS 0.2 MILE NORTHEAST OF THE GRIMES FRAME HOUSE AND 6 FEET SOUTHEAST OF WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6
INCHES AND THE DISK STAMPED REX 1951.
REFERENCE MARK NO 1 IS 3 FEET EAST OF THE EAST EDGE OF CULTIVATED FIELD. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED REX NO 1 1951.
REFERENCE MARK NO 2 IS 2 FEET NORTH OF THE NORTH EDGE OF CULTIVATED FIELD. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK STAMPED REX NO 2 1951.
NO AZIMUTH MARK SET AT THIS STATION.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND STATE HIGHWAY NO. 93 IN THE SOUTH EDGE OF AKRON, GO SOUTH ON STATE HIGHWAY NO. 93 FOR 3.3 MILES TO JUNCTION OF STATE HIGHWAY NO. 619, TURN LEFT AND GO EAST ON STATE HIGHWAY NO. 619 FOR 0.45 MILE TO TOP OF HILL AND DRIVEWAY LEFT, TURN
LEFT INTO DRIVEWAY AND CONTINUE NORTH ON TRACK ROAD THROUGH BRUSH FOR 0.15 MILE TO STATION AS DESCRIBED. LOCATED NEAR #813 TURKEYFOOT ROAD. 21 FEET SOUTH OF THE NORTHEAST CORNER OF PROPERTY.
HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
|
2013-08-28 20:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3452 ***********************************************************************
KY3452 DESIGNATION - REX
KY3452 PID - KY3452
KY3452 STATE/COUNTY- OH/SUMMIT
KY3452
KY3452 HORZ DATUM - NAD 83(1986)
KY3452 VERT DATUM - NGVD 29
KY3452
KY3452 POSITION - 40 58 57.20402(N) 081 33 01.08762(W) ADJUSTED
KY3452 83 minus 27 - +00.19976 -00.57840 ADJUSTED
KY3452
KY3452 HEIGHT - 343. (meters) 1125. (feet) SCALED
KY3452 ***********************************************************************
KY3452
KY3452 LAPLACE CORR- -0.83 DEFLEC90
KY3452 GEOID HEIGHT- -33.47 GEOID90
KY3452
KY3452
KY3452 HORZ ORDER - SECOND
KY3452
KY3452
KY3452.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3452.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
KY3452.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
KY3452
KY3452; North East Scale Converg.
KY3452;SPC OH N - 146,559.181 679,917.713 0.99994024 +0 37 26.1 MT
KY3452;UTM 17 - 4,536,966.493 453,706.449 0.99962638 -0 21 39.3 MT
KY3452
KY3452: Primary Azimuth Mark Grid Az
KY3452:SPC OH N - BARBERTON 2 329 12 32.2
KY3452:UTM 17 - BARBERTON 2 330 11 37.6
KY3452
KY3452|---------------------------------------------------------------------|
KY3452| Pid Reference Object Distance Geod. AZ |
KY3452| dddmmss.ss|
KY3452| REX RM 1 27.076 METERS 18349 |
KY3452| REX RM 2 25.369 METERS 27715 |
KY3452| MB1337 BARBERTON 2 APPROX. 6.7 KM 3294958.3 |
KY3452|---------------------------------------------------------------------|
KY3452
KY3452
KY3452 HISTORY - Year Condition Recov. By
KY3452 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY3452 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY3452
KY3452 STATION DESCRIPTION
KY3452
KY3452'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
KY3452'STATION IS LOCATED ABOUT 7 MILES SOUTH OF AKRON, 0.5 MILE EAST OF
KY3452'STATE HIGHWAY NO. 93, 0.2
KY3452'MILE NORTH OF STATE HIGHWAY NO. 619 ON THE HIGHEST POINT OF A
KY3452'PROMINENT TIMBERED HILL IN THE
KY3452'NORTHEAST CORNER OF A CULTIVATED FIELD AND ON LAND OWNED BY
KY3452'MR. W.M. GRIMES. IT IS 0.2 MILE
KY3452'NORTHEAST OF THE GRIMES FRAME HOUSE AND 6 FEET SOUTHEAST
KY3452'OF WHITE WITNESS POST. THE MARK PROJECTS ABOUT 6
KY3452'INCHES AND THE DISK STAMPED REX
KY3452'1951.
KY3452'
KY3452'REFERENCE MARK NO 1 IS 3 FEET EAST OF THE EAST EDGE OF CULTIVATED
KY3452'FIELD. THE MARK PROJECTS
KY3452'ABOUT 2 INCHES AND THE DISK STAMPED REX NO 1 1951.
KY3452'
KY3452'REFERENCE MARK NO 2 IS 2 FEET NORTH OF THE NORTH EDGE OF CULTIVATED
KY3452'FIELD. THE MARK PROJECTS
KY3452'ABOUT 2 INCHES AND THE DISK STAMPED REX NO 2 1951.
KY3452'
KY3452'NO AZIMUTH MARK SET AT THIS STATION.
KY3452'
KY3452'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
KY3452'STATE HIGHWAY NO. 93 IN THE
KY3452'SOUTH EDGE OF AKRON, GO SOUTH ON STATE HIGHWAY NO. 93 FOR 3.3 MILES
KY3452'TO JUNCTION OF STATE HIGHWAY NO.
KY3452'619, TURN LEFT AND GO EAST ON STATE HIGHWAY NO. 619 FOR
KY3452'0.45 MILE TO TOP OF HILL AND DRIVEWAY LEFT, TURN
KY3452'LEFT INTO DRIVEWAY AND CONTINUE NORTH
KY3452'ON TRACK ROAD THROUGH BRUSH FOR 0.15 MILE TO STATION AS DESCRIBED.
KY3452'LOCATED NEAR #819 TURKEYFOOT ROAD.
KY3452'
KY3452'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
KY3452'
|
|
|
|
|
|
|
|
|
|
|
|
2230697.0
|
480835.78125
|
0101000020960E00004C384359D404414105EA97FD10591D41
|
true
|
2013-08-29 10:39:00 -0400
|
false
|
40.98255667222222222223
|
-81.55030211666666666667
|
-81.5503021166667
|
40.9825566722221
|
2230696.69736389
|
480836.247649819
|
679917.71319194
|
146559.181402009
|
668
|
668
|
RI 113
|
MB3083
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 113
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
6.86701
|
N
|
81
|
40
|
42.29723
|
W
|
ADJUSTED
|
-33.98
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
178210.466
|
668837.994
|
0.99994527
|
+
|
0
|
32
|
23.1
|
|
MT
|
|
|
|
|
384.7
|
1262.0
|
VERT ANG
|
|
0.47
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.49 MILES
NORTHWEST OF THE VILLAGE OF RICHFIELD.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 176 PROCEED NORTH ALONG STATE ROUTE 176 3.73 MILES TO THE
STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED RI-113. THE STATION IS
87.0 FEET NORTHWEST FROM AN ASPHALT DRIVE #5232, 14.0 FEET NORTHEAST
FROM A SIGN "MT. AUGUSTINE", 3.0 FEET SOUTHEAST
FROM A METAL WITNESS POST,AND 29.0 FEET SOUTHWEST FROM THE
CENTERLINE OF STATE ROUTE 176. THE STATION IS 601.01 METERS FROM
STATION RI-114.
.
|
2021-12-05 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3083 ***********************************************************************
MB3083 DESIGNATION - RI 113
MB3083 PID - MB3083
MB3083 STATE/COUNTY- OH/SUMMIT
MB3083
MB3083 HORZ DATUM - NAD 83(1986)
MB3083 VERT DATUM - NGVD 29
MB3083
MB3083 POSITION - 41 16 06.86701(N) 081 40 42.29723(W) ADJUSTED
MB3083 83 minus 27 - +00.19571 -00.54695 NADCON
MB3083
MB3083 HEIGHT - 384.7 (meters) 1262. (feet) VERT ANGLE
MB3083 ***********************************************************************
MB3083
MB3083 LAPLACE CORR- 0.47 DEFLEC90
MB3083 GEOID HEIGHT- -33.98 GEOID90
MB3083
MB3083
MB3083 HORZ ORDER - FIRST
MB3083
MB3083
MB3083.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3083.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3083.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3083
MB3083; North East Scale Converg.
MB3083;SPC OH N - 178,210.466 668,837.994 0.99994527 +0 32 23.1 MT
MB3083;UTM 17 - 4,568,793.940 443,176.239 0.99963974 -0 26 51.0 MT
MB3083
MB3083: Primary Azimuth Mark Grid Az
MB3083:SPC OH N - RI 114 147 04 42.6
MB3083:UTM 17 - RI 114 148 03 56.7
MB3083
MB3083|---------------------------------------------------------------------|
MB3083| Pid Reference Object Distance Geod. AZ |
MB3083| dddmmss.ss|
MB3083| MB3084 RI 114 APPROX. 0.6 KM 1473705.7 |
MB3083|---------------------------------------------------------------------|
MB3083
MB3083_STATION MARK IS A SURVEY DISK
MB3083_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3083_THE MARK IS STAMPED: RI-113
MB3083
MB3083 HISTORY - Year Condition Recov. By
MB3083 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3083 HISTORY - 2000 GOOD COSE FIELD CREW
MB3083
MB3083 STATION DESCRIPTION
MB3083
MB3083'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3083'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.49 MILES
MB3083'NORTHWEST OF THE VILLAGE OF RICHFIELD.
MB3083'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3083'STATE ROUTE 176 PROCEED NORTH ALONG STATE ROUTE 176 3.73 MILES TO THE
MB3083'STATION ON THE LEFT.
MB3083'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3083'CONCRETE FLUSH WITH THE GROUND AND STAMPED RI-113. THE STATION IS
MB3083'87.0 FEET NORTHWEST FROM AN ASPHALT DRIVE, 14.0 FEET NORTHEAST FROM A
MB3083'SIGN WITH BRICK POSTS, 3.0 FEET SOUTHEAST FROM A METAL WITNESS POST,
MB3083'AND 29.0 FEET SOUTHWEST FROM THE CENTERLINE OF STATE ROUTE 176. THE
MB3083'STATION IS 601.01 METERS FROM STATION RI-114.
|
|
|
|
|
|
|
|
|
|
|
|
2194346.75
|
584678.6875
|
0101000020960E00009F93FBFDD4BD404150D476ADCDD72141
|
true
|
2011-03-11 08:15:00 -0500
|
false
|
41.26857416944444444445
|
-81.67841589722222222223
|
-81.6784158972222
|
41.2685741694443
|
2194345.98424001
|
584678.838797221
|
668837.993672342
|
178210.46648631
|
669
|
669
|
RI 114
|
MB3084
|
OH
|
Summit
|
Broadview Heights
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 114
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
15
|
50.41521
|
N
|
81
|
40
|
28.4701
|
W
|
ADJUSTED
|
-33.97
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
177706.022
|
669164.602
|
0.99994499
|
+
|
0
|
32
|
32.1
|
|
MT
|
|
|
|
|
383.5
|
1258.0
|
VERT ANG
|
|
0.17
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.49 MILES
NORTHWEST OF THE VILLAGE OF RICHFIELD.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 176 PROCEED NORTH ALONG STATE ROUTE 176 3.38 MILES TO THE
STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX STAMPED
RI-114. THE STATION IS 17.5 FEET NORTHEAST FROM THE CENTERLINE OF
STATE ROUTE 176, 8.0 FEET SOUTHWEST FROM A METAL WITNESS POST, AND
31.0 FEET NORTHWEST FROM PRIVATE DRIVE TO HOUSE #4985. THE
STATION IS 601.01 METERS FROM STATION RI-113.
|
2021-12-05 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3084 ***********************************************************************
MB3084 DESIGNATION - RI 114
MB3084 PID - MB3084
MB3084 STATE/COUNTY- OH/SUMMIT
MB3084
MB3084 HORZ DATUM - NAD 83(1986)
MB3084 VERT DATUM - NGVD 29
MB3084
MB3084 POSITION - 41 15 50.41521(N) 081 40 28.47010(W) ADJUSTED
MB3084 83 minus 27 - +00.19606 -00.54813 NADCON
MB3084
MB3084 HEIGHT - 383.5 (meters) 1258. (feet) VERT ANGLE
MB3084 ***********************************************************************
MB3084
MB3084 LAPLACE CORR- 0.17 DEFLEC90
MB3084 GEOID HEIGHT- -33.97 GEOID90
MB3084
MB3084
MB3084 HORZ ORDER - THIRD
MB3084
MB3084
MB3084.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3084.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3084.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3084
MB3084; North East Scale Converg.
MB3084;SPC OH N - 177,706.022 669,164.602 0.99994499 +0 32 32.1 MT
MB3084;UTM 17 - 4,568,284.099 443,494.011 0.99963929 -0 26 41.7 MT
MB3084
MB3084: Primary Azimuth Mark Grid Az
MB3084:SPC OH N - RI 113 327 04 42.7
MB3084:UTM 17 - RI 113 328 03 56.5
MB3084
MB3084|---------------------------------------------------------------------|
MB3084| Pid Reference Object Distance Geod. AZ |
MB3084| dddmmss.ss|
MB3084| MB3083 RI 113 APPROX. 0.6 KM 3273714.8 |
MB3084|---------------------------------------------------------------------|
MB3084
MB3084_STATION MARK IS A SURVEY DISK
MB3084_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3084_THE MARK IS STAMPED: RI-114
MB3084
MB3084 HISTORY - Year Condition Recov. By
MB3084 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3084 HISTORY - 2000 GOOD COSE FIELD CREW
MB3084
MB3084 STATION DESCRIPTION
MB3084
MB3084'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3084'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.49 MILES
MB3084'NORTHWEST OF THE VILLAGE OF RICHFIELD.
MB3084'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3084'STATE ROUTE 176 PROCEED NORTH ALONG STATE ROUTE 176 3.38 MILES TO THE
MB3084'STATION ON THE RIGHT.
MB3084'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3084'CONCRETE BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX STAMPED
MB3084'RI-114. THE STATION IS 17.5 FEET NORTHEAST FROM THE CENTERLINE OF
MB3084'STATE ROUTE 176, 8.0 FEET SOUTHWEST FROM A METAL WITNESS POST, AND
MB3084'31.0 FEET NORTHWEST FROM PRIVATE DRIVE TO HOUSE NUMBER 4985. THE
MB3084'STATION IS 601.01 METERS FROM STATION RI-113.
|
|
|
|
|
|
|
|
|
|
|
|
2195417.25
|
583023.6875
|
0101000020960E0000E388F7C3ECBF40413D3454AEDFCA2141
|
true
|
2011-03-11 08:14:00 -0500
|
false
|
41.264004225
|
-81.67457502777777777778
|
-81.6745750277778
|
41.2640042249999
|
2195417.53099166
|
583023.840486176
|
669164.601775461
|
177706.021992213
|
678
|
678
|
RICK
|
KY3011
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
RICK 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
28.77329
|
N
|
81
|
39
|
51.44064
|
W
|
ADJUSTED
|
-33.44
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
147434.753
|
670316.618
|
0.99994003
|
+
|
0
|
32
|
56.5
|
|
MT
|
|
|
|
|
353.4
|
1160.0
|
VERT ANG
|
|
-0.77
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) SOUTHWEST FROM
BARBERTON, 3.5 KM (2.25 MI) NORTHEAST FROM DOYLESTOWN AND IN THE
SOUTHEAST EDGE OF THE SMALL VILLAGE OF HAMETOWN. IT IS IN THE
SOUTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 21 AND 585 AND
WOOSTER AVENUE. IT IS INSIDE OF THE LOOP FORMED BY THE SOUTH BOUND
LANE OF STATE HIGHWAY 21 WHERE IT EXITS ONTO EAST BOUND STATE HIGHWAY
21 (WOOSTER AVENUE). OWNERSHIP--ROAD RIGHT-OF-WAY.
THE LOCATION OF THIS STATION ELIMINATES THE NEED OF A TO REACH.
THE STATION MARK IS A STANDARD NGS STATION MARK DISK STAMPED---RICK
1983---SET IN THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE POST WHICH
PROJECTS 3 CM (1-INCH) ABOVE THE SURFACE. IT IS 151.5 METERS (497
FEET) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE BRIDGE FOR SOUTH
BOUND LANE OF STATE HIGHWAY 21, 79.2 METERS (260 FEET) WEST FROM THE
CENTER OF THE SOUTH BOUND LANE OF STATE HIGHWAY 21 AND 1.3 METERS
(4.3 FEET) SOUTH FROM A CARSONITE WITNESS POST.
THERE ARE NO OTHER MARKS AT THIS STATION.
|
2018-05-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3011 ***********************************************************************
KY3011 DESIGNATION - RICK
KY3011 PID - KY3011
KY3011 STATE/COUNTY- OH/SUMMIT
KY3011
KY3011 HORZ DATUM - NAD 83(1986)
KY3011 VERT DATUM - NGVD 29
KY3011
KY3011 POSITION - 40 59 28.77329(N) 081 39 51.44064(W) ADJUSTED
KY3011 83 minus 27 - +00.19787 -00.54709 NADCON
KY3011
KY3011 HEIGHT - 353.4 (meters) 1160. (feet) VERT ANGLE
KY3011 ***********************************************************************
KY3011
KY3011 LAPLACE CORR- -0.77 DEFLEC90
KY3011 GEOID HEIGHT- -33.44 GEOID90
KY3011
KY3011
KY3011 HORZ ORDER - FIRST
KY3011
KY3011
KY3011.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY3011.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3011.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY3011
KY3011; North East Scale Converg.
KY3011;SPC OH N - 147,434.753 670,316.618 0.99994003 +0 32 56.5 MT
KY3011;UTM 17 - 4,538,006.629 444,124.772 0.99963842 -0 26 08.7 MT
KY3011
KY3011
KY3011
KY3011_STATION MARK IS A TRIANGULATION STATION DISK
KY3011_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3011
KY3011 HISTORY - Year Condition Recov. By
KY3011 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3011
KY3011 STATION DESCRIPTION
KY3011
KY3011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3011'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) SOUTHWEST FROM
KY3011'BARBERTON, 3.5 KM (2.25 MI) NORTHEAST FROM DOYLESTOWN AND IN THE
KY3011'SOUTHEAST EDGE OF THE SMALL VILLAGE OF HAMETOWN. IT IS IN THE
KY3011'SOUTHEAST ANGLE OF THE INTERSECTION OF STATE HIGHWAYS 21 AND 585 AND
KY3011'WOOSTER AVENUE. IT IS INSIDE OF THE LOOP FORMED BY THE SOUTH BOUND
KY3011'LANE OF STATE HIGHWAY 21 WHERE IT EXITS ONTO EAST BOUND STATE HIGHWAY
KY3011'21 (WOOSTER AVENUE). OWNERSHIP--ROAD RIGHT-OF-WAY.
KY3011'
KY3011'THE LOCATION OF THIS STATION ELIMINATES THE NEED OF A TO REACH.
KY3011'
KY3011'THE STATION MARK IS A STANDARD NGS STATION MARK DISK STAMPED---RICK
KY3011'1983---SET IN THE TOP OF A 30 CM (12 INCH) ROUND CONCRETE POST WHICH
KY3011'PROJECTS 3 CM (1-INCH) ABOVE THE SURFACE. IT IS 151.5 METERS (497
KY3011'FEET) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE BRIDGE FOR SOUTH
KY3011'BOUND LANE OF STATE HIGHWAY 21, 79.2 METERS (260 FEET) WEST FROM THE
KY3011'CENTER OF THE SOUTH BOUND LANE OF STATE HIGHWAY 21 AND 1.3 METERS
KY3011'(4.3 FEET) SOUTH FROM A CARSONITE WITNESS POST.
KY3011'
KY3011'THERE ARE NO OTHER MARKS AT THIS STATION.
KY3011'
|
|
|
|
|
|
|
|
|
|
|
|
2199196.5
|
483708.65625
|
0101000020960E0000BCC8298D4EC7404128B22A68F3851D41
|
true
|
2012-06-07 10:38:00 -0400
|
false
|
40.99132591388888888889
|
-81.66428906666666666667
|
-81.6642890666667
|
40.9913259138887
|
2199197.10283765
|
483708.851725372
|
670316.617578151
|
147434.752875381
|
679
|
679
|
RITCHIE
|
KY3012
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
RITCHIE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
48.81118
|
N
|
81
|
38
|
42.0139
|
W
|
ADJUSTED
|
-33.41
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
144367.163
|
671969.449
|
0.99994078
|
+
|
0
|
33
|
42.1
|
|
MT
|
|
|
|
|
356.3
|
1169.0
|
VERT ANG
|
|
-0.88
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED 6 KM (3.75 MI) SOUTHWEST FROM BARBERTON, 4 KM
(2.5 MI) EAST FROM DOYLESTOWN, 0.25 KM (0.15 MI) EAST FROM THE SUMMIT
WAYNE COUNTY LINE AND ALONG THE SOUTH SIDE OF A EAST-WEST ROAD LINED
WITH TALL SHRUBS. OWNERSHIP--ROBERT RITCHIE, 6265 TAYLOR ROAD,
CLINTON, OHIO 44216. TELEPHONE NUMBER (216) 825-5889.
TO REACH FROM THE POST OFFICE AT BARBERTON, GO NORTH ON THIRD STREET
NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS. TURN RIGHT AND GO EAST ON
EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A CROSSROADS. TURN
RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM (2.6 MI) TO A
CROSSROADS. TURN RIGHT AND GO WEST ON VENDERHOOF ROAD FOR 4.2 KM
(2.6 MI) TO A T-INTERSECTION. TURN LEFT AND GO SOUTH ON TAYLOR ROAD
FOR 1.85 KM (1.15 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON
A GRAVELED LANE FOR 0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT.
THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK STAMPED
---RITCHIE 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
MONUMENT FLUSH WITH THE GROUND.
IT IS 7.8 METERS (25.5 FEET) SOUTH FROM THE CENTER OF THE ROAD,AND 3.0 METERS (10 FEET) NORTH FROM THE HEDGE ALONG THE SOUTH SIDE OF THE ROAD. 50' NE OF THE NE CORNER OF A HORSE PASTURE. 45.5' SSE OF A 10" CHERRY TREE IN A FENCE ROW.
THERE ARE NO OTHER MARKS AT THIS STATION.
GOOD FOR GPS.
|
2015-08-24 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3012 ***********************************************************************
KY3012 DESIGNATION - RITCHIE
KY3012 PID - KY3012
KY3012 STATE/COUNTY- OH/SUMMIT
KY3012
KY3012 HORZ DATUM - NAD 83(1986)
KY3012 VERT DATUM - NGVD 29
KY3012
KY3012 POSITION - 40 57 48.81118(N) 081 38 42.01390(W) ADJUSTED
KY3012 83 minus 27 - +00.19901 -00.55040 NADCON
KY3012
KY3012 HEIGHT - 356.3 (meters) 1169. (feet) VERT ANGLE
KY3012 ***********************************************************************
KY3012
KY3012 LAPLACE CORR- -0.88 DEFLEC90
KY3012 GEOID HEIGHT- -33.41 GEOID90
KY3012
KY3012
KY3012 HORZ ORDER - FIRST
KY3012
KY3012
KY3012.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY3012.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3012.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY3012
KY3012; North East Scale Converg.
KY3012;SPC OH N - 144,367.163 671,969.449 0.99994078 +0 33 42.1 MT
KY3012;UTM 17 - 4,534,912.027 445,724.158 0.99963626 -0 25 22.3 MT
KY3012
KY3012
KY3012
KY3012_STATION MARK IS A TRIANGULATION STATION DISK
KY3012_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3012
KY3012 HISTORY - Year Condition Recov. By
KY3012 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3012 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY3012
KY3012 STATION DESCRIPTION
KY3012
KY3012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3012'THE STATION IS LOCATED 6 KM (3.75 MI) SOUTHWEST FROM BARBERTON, 4 KM
KY3012'(2.5 MI) EAST FROM DOYLESTOWN, 0.25 KM (0.15 MI) EAST FROM THE SUMMIT
KY3012'WAYNE COUNTY LINE AND ALONG THE SOUTH SIDE OF A EAST-WEST ROAD LINED
KY3012'WITH TALL SHRUBS. OWNERSHIP--ROBERT RITCHIE, 6265 TAYLOR ROAD,
KY3012'CLINTON, OHIO 44216. TELEPHONE NUMBER (216) 825-5889.
KY3012'
KY3012'TO REACH FROM THE POST OFFICE AT BARBERTON, GO NORTH ON THIRD STREET
KY3012'NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS. TURN RIGHT AND GO EAST ON
KY3012'EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A CROSSROADS. TURN
KY3012'RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM (2.6 MI) TO A
KY3012'CROSSROADS. TURN RIGHT AND GO WEST ON VENDERHOOF ROAD FOR 4.2 KM
KY3012'(2.6 MI) TO A T-INTERSECTION. TURN LEFT AND GO SOUTH ON TAYLOR ROAD
KY3012'FOR 1.85 KM (1.15 MI) TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON
KY3012'A GRAVELED LANE FOR 0.25 KM (0.15 MI) TO THE STATION ON THE RIGHT.
KY3012'
KY3012'THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK STAMPED
KY3012'---RITCHIE 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
KY3012'MONUMENT FLUSH WITH THE GROUND.
KY3012'IT IS 7.8 METERS (25.5 FEET) SOUTH FROM THE CENTER OF THE
KY3012'ROAD, 2.4 2.4 METERS (8 FEET) NORTH FROM A CARSONITE WITNESS POST AND
KY3012'3.0 METERS (10 FEET) NORTH FROM THE HEDGE ALONG THE SOUTH SIDE OF THE
KY3012'ROAD.
KY3012'50' NE OF THE NE CORNER OF A HORSE PASTURE. 45.5' SSE OF A 10" CHERRY
KY3012'TREE IN A FENCE ROW.
KY3012'
KY3012'THERE ARE NO OTHER MARKS AT THIS STATION.
KY3012'
|
|
|
|
|
|
|
|
|
|
|
|
2204619.75
|
473644.4375
|
0101000020960E0000209524E2E5D14041A8594767B2E81C41
|
true
|
2013-08-23 03:10:00 -0400
|
false
|
40.96355866111111111111
|
-81.64500386111111111111
|
-81.6450038611111
|
40.963558661111
|
2204619.76674141
|
473644.600858117
|
671969.448841679
|
144367.163075863
|
681
|
681
|
RUMPH
|
KY3400
|
OH
|
Summit
|
|
USCGS
|
1942-12-31 00:00:00 -0400
|
DISK IN CONCRETE
|
RUMPH 1943
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1950 COAST AND GEODETIC SURVEYHISTORY - 1951 COAST AND GEODETIC SURVEYHISTORY - 1962 COAST AND GEODETIC SURVEYHISTORY - 1969 GOOD THOMAS ENG AND SURVHISTORY - 1977 NATIONAL GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1990 GOOD AERO SERVICE CORPORATIONHISTORY - 2000 NOT RECOVERED COSE SURVEY CREWHISTORY - 2006 Likely Destroyed by construction - City of GreenHISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
54.31996
|
N
|
81
|
28
|
41.63969
|
W
|
ADJUSTED
|
-33.47
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
144688.117
|
686004.814
|
0.99994074
|
+
|
0
|
40
|
16.5
|
|
MT
|
|
|
|
|
392.2
|
1287.0
|
VERT ANG
|
|
-0.7
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
ABOUT 11.6 MILES BY
ROAD S BY E OF
AKRON AND 0.8 MILE W OF STATE HIGHWAY 241. THE MARK
IS SET ON THE HIGHEST GROUND IN A
CULTIVATED FIELD NEAR THE W EDGE
OF THE FARM PROPERTY OF JOHN RUMPH. IT IS 0.4 MILE
W OF THE FARMHOUSE,
ABOUT 125 YARDS E OF THE PROPERTY LINE, 33 FEET S OF AN UNCULTIVATED
STRIP OF LAND AT
THE BREAK OF THE HILL. THE DISK IS
STAMPED RUMPH 1943 AND IS 18 INCHES
BELOW THE GROUND.
SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
DISKS SET IN
CONCRETE.
REFERENCE MARK 1 IS 120.41 FEET ENE OF THE STATION AT THE EAST
RIM OF THE HILL.
THE DISK IS STAMPED RUMPH NO 1 1943 WITH ARROW
POINTING TO STATION.
REFERENCE MARK 2 IS 103.41 FEET ENE OF THE STATION NEAR THE W RIM OF
THE HILL. THE DISK IS
STAMPED RUMPH NO 2 1943 WITH ARROW POINTING TO THE STATION.
AZIMUTH MARK IS APPROXIMATELY 0.8 MILE E OF THE STATION, 0.1
MILE N OF A T-ROAD
W AT A BLUE SUNOCO SERVICE STATION, 66 FEET SE
OF POWER TRANSMISSION LINE POLE GR
392, AND 31.5 FEET E OF THE
CENTER LINE OF STATE HIGHWAY 241. THE DISK IS
STAMPED RUMPH 1943.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
STATE HIGHWAY 241
IN SE AKRON, GO S ON HIGHWAY 241 FOR 4.45 MILES
TO THE AZIMUTH MARK ON THE LEFT.
CONTINUE S ON HIGHWAY 241 FOR
0.1 MILE TO A DIRT T-ROAD RIGHT JUST BEFORE REACHING
A BLUE
SUNOCO SERVICE STATION. TURN RIGHT AND FOLLOW THE DIRT ROAD W
FOR 0.3 MILE TO
THE FARMHOUSE. PASS BETWEEN THE HOUSE AND BARN
AND ENTER A FIELD AND FARM ROAD
RUNNING W. FOLLOW THIS ROAD FOR
0.4 MILE TO THE HIGHEST GROUND AND STATION.
HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
EXCELLENT CONDITION.
THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE. THERE ARE NO
APPARENT CHANGES AT THIS
OCCUPATION.
A WITNESS POST WAS SET AT THE STATION MARK.
A WITNESS POST WAS SET AT THE AZIMUTH MARK.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
CONDITION. THE DISTANCES TO THE
REFERENCE MARKS DID NOT CHECK. THE COMBINED 1943 AND 1953
DESCRIPTIONS ARE ADEQUATE.
HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
CONDITION. THE AZIMUTH
MARK HAS BEEN DESTROYED IN THE PROCESS OF THE CONSTRUCTION OF THE
AKRON-CANTON THRUWAY.
THE DISCRIPTION IS ADEQUATE EXCEPT AS TO REFERENCE TO THE BARN AT THE
FARM HOUSE. THE BARN
NO LONGER EXISTS. THE DESCRIPTION SHOULD READ- FOLLOW THE FIELD
AND FARM ROAD FOR 0.4 MILE TO THE
HIGHEST GROUND AND STATION.
RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
RUMPH 1943 RECOVERED GOOD.
RUMPH NO. 1 1943 RECOVERED GOOD.
RUMPH NO. 2 1943 RECOVERED GOOD.
NO CHANGES NECESSARY.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR AND PRESUMED
DESTROYED. THE DIRECTION TO THE REFERENCE MARKS COMPARED
FAVORABLY WITH THE 1951 DATA. SHORTER DISTANCES OF 0.019
METER AND 0.045 METER TO REFERENCE MARKS 1 AND 2 RESPECTIVELY
WAS NOTED AND VERIFIED AT THIS TIME. A COMPLETE NEW
DESCRIPTION FOLLOWS.
THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF AKRON,
4-1/2 MILES NORTHWEST OF THE AKRON-CANTON AIRPORT, 1/2 MILE
WEST OF INTERSTATE 77. PERMISSION WAS OBTAINED FROM MR. GORDON
C. LARSON, FAIRVIEW CORPORATION, 2131 GREENWAY DRIVE, UNIONTOWN,
OHIO 44685, PHONE 699-3500.
TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 77 AND
STATE HIGHWAY 241 ABOUT 7 MILES SOUTH-SOUTHEAST OF AKRON,
GO SOUTH ON STATE HIGHWAY 241 FOR 0.15 MILE
TO A PAVED SIDE ROAD RIGHT BY A SUNOCO SERVICE STATION. TURN
RIGHT AND GO WEST FOR 0.1 MILE TO THE END OF PAVEMENT.
CONTINUE WEST ON GRAVEL ROAD FOR 0.25 MILE TO A CLEARED AREA.
TURN LEFT AND GO WESTERLY ON A TRACK ROAD FOR 0.25 MILE TO A
FORK. TURN RIGHT AND GO NORTH AND WEST ON A TRACK ROAD FOR
0.2 MILE TO THE HIGHEST POINT AND STATION ON THE RIGHT.
STATION MARK, STAMPED---RUMPH 1943---, IS A STANDARD DISK SET
IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
16 INCHES BELOW THE GROUND SURFACE. IT IS 51 FEET WEST OF A
DOUBLE TRUNKED TREE, 42 FEET EAST-NORTHEAST OF THE CENTER OF A
TRACK ROAD AND 28 FEET SOUTH-SOUTHWEST OF A WOODS LINE. THE
UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
REFERENCE MARK 1, STAMPED---RUMPH NO 1 1943---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 42 FEET
SOUTHEAST OF A 8-INCH TREE, 39 FEET NORTH OF THE CENTER OF THE
TRACK ROAD, 22 FEET EAST-NORTHEAST OF A SMALL TREE AND 7 FEET
WEST-NORTHWEST OF A SMALL WILD CHERRY TREE.
REFERENCE MARK 2, STAMPED---RUMPH NO 2 1943---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 14.5
FEET NORTH OF A DOUBLE TRUNKED TREE AND 10 FEET WEST OF THE
CENTER OF THE TRACK ROAD.
NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE TERRAIN.
NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
HEIGHT OF THE LIGHT ABOVE THE STATION WAS 26.6 METERS.
DESCRIBED BY J.E.DUNFORD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AND FOUND IN
GOOD CONDITION. THE AZIMUTH MARK AND REFERENCE MARK ONE WERE
SEARCHED FOR BUT NOT FOUND AND BELIEVED DESTROYED. A NEW AZIMUTH
MARK ALONG WITH A NEW REFERENCE MARK WERE ESTABLISHED.
A SHORTER DISTANCE OF 0.28 FOOT WAS NOTED TO REFERENCE MARK TWO. IT
IS BELIEVED THE PREVIOUS MEASUREMENT WAS A SLOPE MEASUREMENT THIS NEW
DISTANCE WAS DOUBLE CHECKED IN THE FIELD. THE AZIMUTH TO THE OLD
REFERENCE MARK WAS FOUND TO BE WITHIN CLOSE AGREEMENT WITH THE MOST
RECENT INFORMATION AVAILABLE.
A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
THE STATION IS LOCATED 19 KM (11.75 MI) SOUTH FROM AKRON, 3.5 KM
(2.25 MI) NORTH FROM GREENSBURG, 1 KM (0.75 MI) WEST FROM THE STATE
HIGHWAY 241 (MASSILLON ROAD) EXIT FOR INTERSTATE HIGHWAY 77 AND ON A
HIGH WOODED HILL COVERED WITH SCATTERED JUNK. OWNERSHIP--GREATER
OHIO CORPORATION, AKRON, OHIO.
TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
STATE HIGHWAY 241 (MASSILLON ROAD) FOR 3.15 KM (1.95 MI) TO A SIDE
ROAD LEFT. TURN LEFT AND GO WEST ON BOETTLER ROAD FOR 1.05 KM (0.65
MI) TO THE AZIMUTH MARK ON THE RIGHT AND A SIDE ROAD RIGHT. TURN
RIGHT AND GO NORTH ON TABS ROAD FOR 0.55 KM (0.35 MI) TO THE STATION
ON THE LEFT ON THE HIGHEST POINT OF THE HILL.
THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
STAMPED ---RUMPH 1943--- SET INTO THE TOP OF A ROUND CONCRETE
MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED BELOW THE GROUND
0.4 CM (1.5 INCHES)
LOCATED 25.3 METERS (83.0 FEET) W FROM THE WEST EDGE OF A CUTBANK,
6.1 METERS (20.0 FEET) NW FROM THE CENTER OF A DIM TRACK ROAD, 13.0
METERS (42.5 FEET) NW FROM THE CENTER OF A TRACK ROAD, AND 0.5 METER
(1.7 FEET) NW FROM A CARSONITE WITNESS POST.
REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
NOS) DISK STAMPED ---RUMPH NO 2 1943--- SET INTO THE TOP OF A SQUARE
CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2
INCHES) ABOVE THE GROUND LOCATED 57.3 METERS (188.0 FEET) W FROM THE
WEST EDGE OF THE CUTBANK, 32.2 METERS (105.6 FEET) W FROM THE WITNESS
POST, 2.4 METERS (8.0 FEET) SW FROM THE TRACK ROAD, AND 1 METER (3
FEET) LOWER THAN THE STATION.
REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
STAMPED ---RUMPH 1943 NO 3 1983--- SET INTO THE TOP OF A ROUND
CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
LOCATED 14.5 METERS (48.2 FEET) SW FROM THE WITNESS POST, 1.5 METERS
(5.0 FEET) FROM THE CENTER OF THE TRACK ROAD, 42.7 METERS (140.0
FEET) W FROM THE WEST EDGE OF THE CUTBANK, AND 0.3 METER (1 FOOT)
LOWER THAN THE STATION.
AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
STAMPED ---RUMPH 1943 NO 2 1983--- SET INTO THE TOP OF A ROUND
CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
LOCATED 14.9 METERS (49.0 FEET) N FROM THE CENTER OF BOETTLER ROAD,
19.5 METERS (64.0 FEET) E FROM THE CENTER OF TABS DRIVE, 2.0 METERS
(6.5 FEET) NW FROM A POWERLINE POLE NUMBERED 4330, AND 24.3 METERS
(79.7 FEET) SW FROM THE SOUTHWEST CORNER OF THE SUMMIT COUNTY SUB
STATION.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TABS DRIVE
FOR 0.55 KM (0.35 MI) TO THE MARK ON THE LEFT AS DESCRIBED.
RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
THE STATION IS LOCATED 19 KM (11.75 MI) SOUTH FROM AKRON, 3.5 KM
(2.25 MI) NORTH FROM GREENSBURG, 1 KM (0.75 MI) WEST FROM THE STATE
HIGHWAY 241 (MASSILLON ROAD) EXIT FOR INTERSTATE HIGHWAY 77 AND ON A
HIGH WOODED HILL COVERED WITH SCATTERED JUNK. OWNERSHIP--GREATER
OHIO CORPORATION, AKRON, OHIO.
TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
STATE HIGHWAY 241 (MASSILLON ROAD) FOR 3.15 KM (1.95 MI) TO A SIDE
ROAD LEFT. TURN LEFT AND GO WEST ON BOETTLER ROAD FOR 1.05 KM (0.65
MI) TO THE AZIMUTH MARK ON THE RIGHT AND A SIDE ROAD RIGHT. TURN
RIGHT AND GO NORTH ON TABS ROAD FOR 0.55 KM (0.35 MI) TO THE STATION
ON THE LEFT ON THE HIGHEST POINT OF THE HILL.
THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY DISK
STAMPED ---RUMPH 1943--- SET INTO THE TOP OF A ROUND CONCRETE
MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED BELOW THE GROUND
0.4 CM (1.5 INCHES)
LOCATED 25.3 METERS (83.0 FEET) W FROM THE WEST EDGE OF A CUTBANK,
6.1 METERS (20.0 FEET) NW FROM THE CENTER OF A DIM TRACK ROAD, 13.0
METERS (42.5 FEET) NW FROM THE CENTER OF A TRACK ROAD, AND 0.5 METER
(1.7 FEET) NW FROM A CARSONITE WITNESS POST.
COSE 2000- NOW A BUSINESS PARK, THE HILL HAS BEEN LEVELED.
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1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3400 ***********************************************************************
KY3400 DESIGNATION - RUMPH
KY3400 PID - KY3400
KY3400 STATE/COUNTY- OH/SUMMIT
KY3400
KY3400 HORZ DATUM - NAD 83(1986)
KY3400 VERT DATUM - NGVD 29
KY3400
KY3400 POSITION - 40 57 54.31996(N) 081 28 41.63969(W) ADJUSTED
KY3400 83 minus 27 - +00.20462 -00.58875 ADJUSTED
KY3400
KY3400 HEIGHT - 392.2 (meters) 1287. (feet) VERT ANGLE
KY3400 ***********************************************************************
KY3400
KY3400 LAPLACE CORR- -0.70 DEFLEC90
KY3400 GEOID HEIGHT- -33.47 GEOID90
KY3400
KY3400
KY3400 HORZ ORDER - FIRST
KY3400
KY3400
KY3400.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3400.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
KY3400.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY3400
KY3400; North East Scale Converg.
KY3400;SPC OH N - 144,688.117 686,004.814 0.99994074 +0 40 16.5 MT
KY3400;UTM 17 - 4,534,991.712 459,758.571 0.99961993 -0 18 48.7 MT
KY3400
KY3400: Primary Azimuth Mark Grid Az
KY3400:SPC OH N - GREENTOWN 121 49 36.8
KY3400:UTM 17 - GREENTOWN 122 48 42.0
KY3400
KY3400|---------------------------------------------------------------------|
KY3400| Pid Reference Object Distance Geod. AZ |
KY3400| dddmmss.ss|
KY3400| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 7.6 KM 0052156.9 |
KY3400| MB2731 AIRPORT BCN AKRON APT APPROX. 8.1 KM 0123900.2 |
KY3400| RUMPH RM 1 120.340 METERS 09014 |
KY3400| RUMPH AZ MK 0953216.5 |
KY3400| KY3403 GREENTOWN APPROX. 8.8 KM 1222953.3 |
KY3400| KY3401 AKRON CANTON AIRPORT BEACON APPROX. 6.6 KM 1464202.3 |
KY3400| RUMPH RM 2 31.589 METERS 29319 |
KY3400| MB2897 AKRON RADIO STA WAKR SW MAST APPROX. 6.6 KM 3412031.9 |
KY3400|---------------------------------------------------------------------|
KY3400
KY3400_STATION MARK IS A TRIANGULATION STATION DISK
KY3400_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3400_THE MARK IS STAMPED: RUMPH 1943
KY3400
KY3400 HISTORY - Year Condition Recov. By
KY3400 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY3400 HISTORY - 1950 COAST AND GEODETIC SURVEY
KY3400 HISTORY - 1951 COAST AND GEODETIC SURVEY
KY3400 HISTORY - 1962 COAST AND GEODETIC SURVEY
KY3400 HISTORY - 1969 GOOD THOMAS ENG AND SURV
KY3400 HISTORY - 1977 NATIONAL GEODETIC SURVEY
KY3400 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
KY3400 HISTORY - 1990 GOOD AERO SERVICE CORPORATION
KY3400
KY3400 STATION DESCRIPTION
KY3400
KY3400'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
KY3400'ABOUT 11.6 MILES BY
KY3400'ROAD S BY E OF
KY3400'AKRON AND 0.8 MILE W OF STATE HIGHWAY 241. THE MARK
KY3400'IS SET ON THE HIGHEST GROUND IN A
KY3400'CULTIVATED FIELD NEAR THE W EDGE
KY3400'OF THE FARM PROPERTY OF JOHN RUMPH. IT IS 0.4 MILE
KY3400'W OF THE FARMHOUSE,
KY3400'ABOUT 125 YARDS E OF THE PROPERTY LINE, 33 FEET S OF AN UNCULTIVATED
KY3400'STRIP OF LAND AT
KY3400'THE BREAK OF THE HILL. THE DISK IS
KY3400'STAMPED RUMPH 1943 AND IS 18 INCHES
KY3400'BELOW THE GROUND.
KY3400'
KY3400'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
KY3400'DISKS SET IN
KY3400'CONCRETE.
KY3400'
KY3400'REFERENCE MARK 1 IS 120.41 FEET ENE OF THE STATION AT THE E
KY3400'RIM OF THE HILL.
KY3400'THE DISK IS STAMPED RUMPH NO 1 1943 WITH ARROW
KY3400'POINTING TO STATION.
KY3400'
KY3400'REFERENCE MARK 2 IS 103.41 FEET ENE OF THE STATION NEAR THE W RIM OF
KY3400'THE HILL. THE DISK IS
KY3400'STAMPED RUMPH NO 2 1943 WITH ARROW POINTING TO THE STATION.
KY3400'
KY3400'AZIMUTH MARK IS APPROXIMATELY 0.8 MILE E OF THE STATION, 0.1
KY3400'MILE N OF A T-ROAD
KY3400'W AT A BLUE SUNOCO SERVICE STATION, 66 FEET SE
KY3400'OF POWER TRANSMISSION LINE POLE GR
KY3400'392, AND 31.5 FEET E OF THE
KY3400'CENTER LINE OF STATE HIGHWAY 241. THE DISK IS
KY3400'STAMPED RUMPH 1943.
KY3400'
KY3400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND
KY3400'STATE HIGHWAY 241
KY3400'IN SE AKRON, GO S ON HIGHWAY 241 FOR 4.45 MILES
KY3400'TO THE AZIMUTH MARK ON THE LEFT.
KY3400'CONTINUE S ON HIGHWAY 241 FOR
KY3400'0.1 MILE TO A DIRT T-ROAD RIGHT JUST BEFORE REACHING
KY3400'A BLUE
KY3400'SUNOCO SERVICE STATION. TURN RIGHT AND FOLLOW THE DIRT ROAD W
KY3400'FOR 0.3 MILE TO
KY3400'THE FARMHOUSE. PASS BETWEEN THE HOUSE AND BARN
KY3400'AND ENTER A FIELD AND FARM ROAD
KY3400'RUNNING W. FOLLOW THIS ROAD FOR
KY3400'0.4 MILE TO THE HIGHEST GROUND AND STATION.
KY3400'
KY3400'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
KY3400'
KY3400
KY3400 STATION RECOVERY (1950)
KY3400
KY3400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
KY3400'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
KY3400'EXCELLENT CONDITION.
KY3400'
KY3400'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE. THERE ARE NO
KY3400'APPARENT CHANGES AT THIS
KY3400'OCCUPATION.
KY3400'
KY3400'A WITNESS POST WAS SET AT THE STATION MARK.
KY3400'
KY3400'A WITNESS POST WAS SET AT THE AZIMUTH MARK.
KY3400'
KY3400
KY3400 STATION RECOVERY (1951)
KY3400
KY3400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
KY3400'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD
KY3400'CONDITION. THE DISTANCES TO THE
KY3400'REFERENCE MARKS DID NOT CHECK. THE COMBINED 1943 AND 1953
KY3400'DESCRIPTIONS ARE ADEQUATE.
KY3400'
KY3400'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
KY3400'
KY3400
KY3400 STATION RECOVERY (1962)
KY3400
KY3400'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
KY3400'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
KY3400'CONDITION. THE AZIMUTH
KY3400'MARK HAS BEEN DESTROYED IN THE PROCESS OF THE CONSTRUCTION OF THE
KY3400'AKRON-CANTON THRUWAY.
KY3400'
KY3400'THE DISCRIPTION IS ADEQUATE EXCEPT AS TO REFERENCE TO THE BARN AT THE
KY3400'FARM HOUSE. THE BARN
KY3400'NO LONGER EXISTS. THE DESCRIPTION SHOULD READ- FOLLOW THE FIELD
KY3400'AND FARM ROAD FOR 0.4 MILE TO THE
KY3400'HIGHEST GROUND AND STATION.
KY3400'
KY3400
KY3400 STATION RECOVERY (1969)
KY3400
KY3400'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
KY3400'RUMPH 1943 RECOVERED GOOD.
KY3400'
KY3400'RUMPH NO. 1 1943 RECOVERED GOOD.
KY3400'
KY3400'RUMPH NO. 2 1943 RECOVERED GOOD.
KY3400'
KY3400'NO CHANGES NECESSARY.
KY3400'
KY3400
KY3400 STATION RECOVERY (1977)
KY3400
KY3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
KY3400'THE STATION MARK, REFERENCE MARK 1 AND 2 WERE RECOVERED IN GOOD
KY3400'CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR AND PRESUMED
KY3400'DESTROYED. THE DIRECTION TO THE REFERENCE MARKS COMPARED
KY3400'FAVORABLY WITH THE 1951 DATA. SHORTER DISTANCES OF 0.019
KY3400'METER AND 0.045 METER TO REFERENCE MARKS 1 AND 2 RESPECTIVELY
KY3400'WAS NOTED AND VERIFIED AT THIS TIME. A COMPLETE NEW
KY3400'DESCRIPTION FOLLOWS.
KY3400'
KY3400'THE STATION IS LOCATED ABOUT 7 MILES SOUTH-SOUTHEAST OF AKRON,
KY3400'4-1/2 MILES NORTHWEST OF THE AKRON-CANTON AIRPORT, 1/2 MILE
KY3400'WEST OF INTERSTATE 77. PERMISSION WAS OBTAINED FROM MR. GORDON
KY3400'C. LARSON, FAIRVIEW CORPORATION, 2131 GREENWAY DRIVE, UNIONTOWN,
KY3400'OHIO 44685, PHONE 699-3500.
KY3400'
KY3400'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 77 AND
KY3400'STATE HIGHWAY 241 ABOUT 7 MILES SOUTH-SOUTHEAST OF AKRON,
KY3400'GO SOUTH ON STATE HIGHWAY 241 FOR 0.15 MILE
KY3400'TO A PAVED SIDE ROAD RIGHT BY A SUNOCO SERVICE STATION. TURN
KY3400'RIGHT AND GO WEST FOR 0.1 MILE TO THE END OF PAVEMENT.
KY3400'CONTINUE WEST ON GRAVEL ROAD FOR 0.25 MILE TO A CLEARED AREA.
KY3400'TURN LEFT AND GO WESTERLY ON A TRACK ROAD FOR 0.25 MILE TO A
KY3400'FORK. TURN RIGHT AND GO NORTH AND WEST ON A TRACK ROAD FOR
KY3400'0.2 MILE TO THE HIGHEST POINT AND STATION ON THE RIGHT.
KY3400'
KY3400'STATION MARK, STAMPED---RUMPH 1943---, IS A STANDARD DISK SET
KY3400'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
KY3400'16 INCHES BELOW THE GROUND SURFACE. IT IS 51 FEET WEST OF A
KY3400'DOUBLE TRUNKED TREE, 42 FEET EAST-NORTHEAST OF THE CENTER OF A
KY3400'TRACK ROAD AND 28 FEET SOUTH-SOUTHWEST OF A WOODS LINE. THE
KY3400'UNDERGROUND MARK WAS NOT INSPECTED AT THIS TIME.
KY3400'
KY3400'REFERENCE MARK 1, STAMPED---RUMPH NO 1 1943---, IS A STANDARD
KY3400'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
KY3400'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 42 FEET
KY3400'SOUTHEAST OF A 8-INCH TREE, 39 FEET NORTH OF THE CENTER OF THE
KY3400'TRACK ROAD, 22 FEET EAST-NORTHEAST OF A SMALL TREE AND 7 FEET
KY3400'WEST-NORTHWEST OF A SMALL WILD CHERRY TREE.
KY3400'
KY3400'REFERENCE MARK 2, STAMPED---RUMPH NO 2 1943---, IS A STANDARD
KY3400'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
KY3400'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 14.5
KY3400'FEET NORTH OF A DOUBLE TRUNKED TREE AND 10 FEET WEST OF THE
KY3400'CENTER OF THE TRACK ROAD.
KY3400'
KY3400'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO THE TERRAIN.
KY3400'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
KY3400'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 26.6 METERS.
KY3400'
KY3400'DESCRIBED BY J.E.DUNFORD.
KY3400'
KY3400
KY3400 STATION RECOVERY (1983)
KY3400
KY3400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3400'THE STATION MARK AND REFERENCE MARK TWO WERE RECOVERED AND FOUND IN
KY3400'GOOD CONDITION. THE AZIMUTH MARK AND REFERENCE MARK ONE WERE
KY3400'SEARCHED FOR BUT NOT FOUND AND BELIEVED DESTROYED. A NEW AZIMUTH
KY3400'MARK ALONG WITH A NEW REFERENCE MARK WERE ESTABLISHED.
KY3400'
KY3400'A SHORTER DISTANCE OF 0.28 FOOT WAS NOTED TO REFERENCE MARK TWO. IT
KY3400'IS BELIEVED THE PREVIOUS MEASUREMENT WAS A SLOPE MEASUREMENT THIS NEW
KY3400'DISTANCE WAS DOUBLE CHECKED IN THE FIELD. THE AZIMUTH TO THE OLD
KY3400'REFERENCE MARK WAS FOUND TO BE WITHIN CLOSE AGREEMENT WITH THE MOST
KY3400'RECENT INFORMATION AVAILABLE.
KY3400'
KY3400'A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS.
KY3400'
KY3400'THE STATION IS LOCATED 19 KM (11.75 MI) SOUTH FROM AKRON, 3.5 KM
KY3400'(2.25 MI) NORTH FROM GREENSBURG, 1 KM (0.75 MI) WEST FROM THE STATE
KY3400'HIGHWAY 241 (MASSILLON ROAD) EXIT FOR INTERSTATE HIGHWAY 77 AND ON A
KY3400'HIGH WOODED HILL COVERED WITH SCATTERED JUNK. OWNERSHIP--GREATER
KY3400'OHIO CORPORATION, AKRON, OHIO.
KY3400'
KY3400'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
KY3400'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 3.15 KM (1.95 MI) TO A SIDE
KY3400'ROAD LEFT. TURN LEFT AND GO WEST ON BOETTLER ROAD FOR 1.05 KM (0.65
KY3400'MI) TO THE AZIMUTH MARK ON THE RIGHT AND A SIDE ROAD RIGHT. TURN
KY3400'RIGHT AND GO NORTH ON TABS ROAD FOR 0.55 KM (0.35 MI) TO THE STATION
KY3400'ON THE LEFT ON THE HIGHEST POINT OF THE HILL.
KY3400'
KY3400'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY (NOW NOS) DISK
KY3400'STAMPED ---RUMPH 1943--- SET INTO THE TOP OF A ROUND CONCRETE
KY3400'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED BELOW THE GROUND
KY3400'0.4 CM (1.5 INCHES)
KY3400'LOCATED 25.3 METERS (83.0 FEET) W FROM THE WEST EDGE OF A CUTBANK,
KY3400'6.1 METERS (20.0 FEET) NW FROM THE CENTER OF A DIM TRACK ROAD, 13.0
KY3400'METERS (42.5 FEET) NW FROM THE CENTER OF A TRACK ROAD, AND 0.5 METER
KY3400'(1.7 FEET) NW FROM A CARSONITE WITNESS POST.
KY3400'
KY3400'REFERENCE MARK NO. 2 IS A STANDARD US COAST AND GEODETIC SURVEY (NOW
KY3400'NOS) DISK STAMPED ---RUMPH NO 2 1943--- SET INTO THE TOP OF A SQUARE
KY3400'CONCRETE MONUMENT 30 CM (12 INCHES) ON SIDE PROJECTING 5 CM (2
KY3400'INCHES) ABOVE THE GROUND LOCATED 57.3 METERS (188.0 FEET) W FROM THE
KY3400'WEST EDGE OF THE CUTBANK, 32.2 METERS (105.6 FEET) W FROM THE WITNESS
KY3400'POST, 2.4 METERS (8.0 FEET) SW FROM THE TRACK ROAD, AND 1 METER (3
KY3400'FEET) LOWER THAN THE STATION.
KY3400'
KY3400'REFERENCE MARK NO. 3 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
KY3400'STAMPED ---RUMPH 1943 NO 3 1983--- SET INTO THE TOP OF A ROUND
KY3400'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
KY3400'LOCATED 14.5 METERS (48.2 FEET) SW FROM THE WITNESS POST, 1.5 METERS
KY3400'(5.0 FEET) FROM THE CENTER OF THE TRACK ROAD, 42.7 METERS (140.0
KY3400'FEET) W FROM THE WEST EDGE OF THE CUTBANK, AND 0.3 METER (1 FOOT)
KY3400'LOWER THAN THE STATION.
KY3400'
KY3400'AZIMUTH MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK
KY3400'STAMPED ---RUMPH 1943 NO 2 1983--- SET INTO THE TOP OF A ROUND
KY3400'CONCRETE MONUMENT 30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND
KY3400'LOCATED 14.9 METERS (49.0 FEET) N FROM THE CENTER OF BOETTLER ROAD,
KY3400'19.5 METERS (64.0 FEET) E FROM THE CENTER OF TABS DRIVE, 2.0 METERS
KY3400'(6.5 FEET) NW FROM A POWERLINE POLE NUMBERED 4330, AND 24.3 METERS
KY3400'(79.7 FEET) SW FROM THE SOUTHWEST CORNER OF THE SUMMIT COUNTY SUB
KY3400'STATION.
KY3400'
KY3400'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON TABS DRIVE
KY3400'FOR 0.55 KM (0.35 MI) TO THE MARK ON THE LEFT AS DESCRIBED.
KY3400'
KY3400
KY3400 STATION RECOVERY (1990)
KY3400
KY3400'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
KY3400'THE STATION IS LOCATED 19 KM (11.75 MI) SOUTH FROM AKRON, 3.5 KM
KY3400'(2.25 MI) NORTH FROM GREENSBURG, 1 KM (0.75 MI) WEST FROM THE STATE
KY3400'HIGHWAY 241 (MASSILLON ROAD) EXIT FOR INTERSTATE HIGHWAY 77 AND ON A
KY3400'HIGH WOODED HILL COVERED WITH SCATTERED JUNK. OWNERSHIP--GREATER
KY3400'OHIO CORPORATION, AKRON, OHIO.
KY3400'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
KY3400'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 3.15 KM (1.95 MI) TO A SIDE
KY3400'ROAD LEFT. TURN LEFT AND GO WEST ON BOETTLER ROAD FOR 1.05 KM (0.65
KY3400'MI) TO THE AZIMUTH MARK ON THE RIGHT AND A SIDE ROAD RIGHT. TURN
KY3400'RIGHT AND GO NORTH ON TABS ROAD FOR 0.55 KM (0.35 MI) TO THE STATION
KY3400'ON THE LEFT ON THE HIGHEST POINT OF THE HILL.
KY3400'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY DISK
KY3400'STAMPED ---RUMPH 1943--- SET INTO THE TOP OF A ROUND CONCRETE
KY3400'MONUMENT 30 CM (12 INCHES) IN DIAMETER RECESSED BELOW THE GROUND
KY3400'0.4 CM (1.5 INCHES)
KY3400'LOCATED 25.3 METERS (83.0 FEET) W FROM THE WEST EDGE OF A CUTBANK,
KY3400'6.1 METERS (20.0 FEET) NW FROM THE CENTER OF A DIM TRACK ROAD, 13.0
KY3400'METERS (42.5 FEET) NW FROM THE CENTER OF A TRACK ROAD, AND 0.5 METER
KY3400'(1.7 FEET) NW FROM A CARSONITE WITNESS POST.
|
|
|
|
|
|
|
|
|
|
|
|
2250667.5
|
474697.25
|
0101000020960E000000D3D8BAD52B41419B833F6226F91C41
|
true
|
2013-09-17 10:01:00 -0400
|
false
|
40.96508887777777777778
|
-81.47823324722222222223
|
-81.4782332472222
|
40.9650888777776
|
2250667.45974195
|
474697.595945412
|
686004.813738973
|
144688.116620378
|
682
|
682
|
RUMPH AZ MK 2
|
KY3013
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
RUMPH 1943 NO 2 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 NOT RECOVERED COSE SURVEY CREWHISTORY - 2013 GOOD COSE SURVEY CREW 2015 GOOD SCE HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
57
|
34.84679
|
N
|
81
|
28
|
36.10739
|
W
|
ADJUSTED
|
-33.46
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
144089.0
|
686141.208
|
0.99994091
|
+
|
0
|
40
|
20.1
|
|
MT
|
|
|
|
|
368.8
|
1210.0
|
VERT ANG
|
|
-0.74
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 19 KM (11.75 MI) SOUTH FROM AKRON, 3.5
KM (2.25 MI) NORTH FROM GREENSBURG AND 1 KM (0.75 MI) WEST FROM THE
STATE HIGHWAY 241 EXIT ALONG INTERSTATE HIGHWAY 77. OWNERSHIP--
SUMMIT COUNTY MAINTENANCE YARD SUB STATION.
TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 3.15 KM (1.95 MI) TO A SIDE ROAD
LEFT. TURN LEFT AND GO WEST ON BOETTLER ROAD FOR 1.05 KM (0.65 MI)
TO THE COUNTY SUB STATION ON THE RIGHT AND TABS ROAD LEADING NORTH
AND THE STATION.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---RUMPH
1943 NO 2 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 14.9
METERS (49.0 FEET) NORTH FROM THE CENTER OF BOETTLER ROAD, 19.5
METERS (64.0 FEET) EAST FROM THE CENTER OF TABS DRIVE, 2.0 METERS
(6.5 FEET) NORTHWEST FROM A POWERLINE POLE NUMBERED 4330 AMD 24.3
METERS (79.7 FEET) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE SUMMIT
COUNTY MAINTENANCE SUB STATION BUILDING.
4.5 FEET SOUTHEAST OF A 12" CRAB APPLE TREE
NOW PARKING LOT FOR FEDEX.
|
2019-04-24 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3013 ***********************************************************************
KY3013 DESIGNATION - RUMPH AZ MK 2
KY3013 PID - KY3013
KY3013 STATE/COUNTY- OH/SUMMIT
KY3013
KY3013 HORZ DATUM - NAD 83(1986)
KY3013 VERT DATUM - NGVD 29
KY3013
KY3013 POSITION - 40 57 34.84679(N) 081 28 36.10739(W) ADJUSTED
KY3013 83 minus 27 - +00.20315 -00.58496 NADCON
KY3013
KY3013 HEIGHT - 368.8 (meters) 1210. (feet) VERT ANGLE
KY3013 ***********************************************************************
KY3013
KY3013 LAPLACE CORR- -0.74 DEFLEC90
KY3013 GEOID HEIGHT- -33.46 GEOID90
KY3013
KY3013
KY3013 HORZ ORDER - SECOND
KY3013
KY3013
KY3013.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3013.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3013.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY3013.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY3013
KY3013; North East Scale Converg.
KY3013;SPC OH N - 144,089.000 686,141.208 0.99994091 +0 40 20.1 MT
KY3013;UTM 17 - 4,534,390.533 459,884.607 0.99961981 -0 18 45.0 MT
KY3013
KY3013
KY3013
KY3013_STATION MARK IS AN AZIMUTH MARK DISK
KY3013_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3013
KY3013 HISTORY - Year Condition Recov. By
KY3013 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3013
KY3013 STATION DESCRIPTION
KY3013
KY3013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3013'THE STATION IS LOCATED ABOUT 19 KM (11.75 MI) SOUTH FROM AKRON, 3.5
KY3013'KM (2.25 MI) NORTH FROM GREENSBURG AND 1 KM (0.75 MI) WEST FROM THE
KY3013'STATE HIGHWAY 241 EXIT ALONG INTERSTATE HIGHWAY 77. OWNERSHIP--
KY3013'SUMMIT COUNTY MAINTENANCE YARD SUB STATION.
KY3013'
KY3013'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
KY3013'HIGHWAY 241 (MASSILLON ROAD) FOR 3.15 KM (1.95 MI) TO A SIDE ROAD
KY3013'LEFT. TURN LEFT AND GO WEST ON BOETTLER ROAD FOR 1.05 KM (0.65 MI)
KY3013'TO THE COUNTY SUB STATION ON THE RIGHT AND TABS ROAD LEADING NORTH
KY3013'AND THE STATION.
KY3013'
KY3013'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---RUMPH
KY3013'1943 NO 2 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
KY3013'POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 14.9
KY3013'METERS (49.0 FEET) NORTH FROM THE CENTER OF BOETTLER ROAD, 19.5
KY3013'METERS (64.0 FEET) EAST FROM THE CENTER OF TABS DRIVE, 2.0 METERS
KY3013'(6.5 FEET) NORTHWEST FROM A POWERLINE POLE NUMBERED 4330 AMD 24.3
KY3013'METERS (79.7 FEET) SOUTHWEST FROM THE SOUTHWEST CORNER OF THE SUMMIT
KY3013'COUNTY MAINTENANCE SUB STATION BUILDING.
KY3013'
|
|
|
|
|
|
|
|
|
|
|
|
2251114.0
|
472731.625
|
0101000020960E000045831079B52C4141DF40F0F86FDA1C41
|
true
|
2013-09-17 09:59:00 -0400
|
false
|
40.95967966388888888889
|
-81.47669649722222222223
|
-81.4766964972222
|
40.9596796638888
|
2251114.94581643
|
472731.993103994
|
686141.207767263
|
144088.999676081
|
692
|
692
|
SACKS C OF A 1963
|
MB2898
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2013 ROOFTOP
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
56.79449
|
N
|
81
|
30
|
12.13876
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
155843.983
|
683761.155
|
0.99993914
|
+
|
0
|
39
|
17.0
|
|
MT
|
|
|
|
|
360.1
|
1181.0
|
VERT ANG
|
|
-0.33
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ON THE ROOF OF THE SACKS ELECTRIC COMPANY
BUILDING, AT 711 JOHNSON
STREET, ABOUT 1-1/4 MILE SOUTH-SOUTHEAST OF DOWNTOWN AKRON. IT IS A
CITY OF AKRON DISK STAMPED SACKS,
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
4 INCHES ABOVE THE ROOF. IT IS LOCATED AT
THE NORTHWEST CORNER OF THE BUILDING,
6 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE
BUILDING, AND 3 FEET SOUTH OF THE
NORTH WALL OF THE BUILDING.
|
2013-09-23 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2898 ***********************************************************************
MB2898 DESIGNATION - SACKS C OF A 1963
MB2898 PID - MB2898
MB2898 STATE/COUNTY- OH/SUMMIT
MB2898
MB2898 HORZ DATUM - NAD 83(1986)
MB2898 VERT DATUM - NGVD 29
MB2898
MB2898 POSITION - 41 03 56.79449(N) 081 30 12.13876(W) ADJUSTED
MB2898 83 minus 27 - +00.20006 -00.57588 ADJUSTED
MB2898
MB2898 HEIGHT - 360.1 (meters) 1181. (feet) VERT ANGLE
MB2898 ***********************************************************************
MB2898
MB2898 LAPLACE CORR- -0.33 DEFLEC90
MB2898 GEOID HEIGHT- -33.60 GEOID90
MB2898
MB2898
MB2898 HORZ ORDER - FIRST
MB2898
MB2898
MB2898.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2898.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2898.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2898
MB2898; North East Scale Converg.
MB2898;SPC OH N - 155,843.983 683,761.155 0.99993914 +0 39 17.0 MT
MB2898;UTM 17 - 4,546,180.936 457,707.693 0.99962201 -0 19 50.5 MT
MB2898
MB2898: Primary Azimuth Mark Grid Az
MB2898:SPC OH N - AKRON TV STATION WAKR MAST 325 02 53.7
MB2898:UTM 17 - AKRON TV STATION WAKR MAST 326 02 01.2
MB2898
MB2898|---------------------------------------------------------------------|
MB2898| Pid Reference Object Distance Geod. AZ |
MB2898| dddmmss.ss|
MB2898| MB2878 AKRON OHIO EDISON ELEC CO TWR APPROX. 3.2 KM 0032817.8 |
MB2898| MB2699 AKRON BRITTAIN RD MUN TANK APPROX. 3.3 KM 0701847.4 |
MB2898| MB2918 AKRON ZION LUTH CHURCH SPIRE APPROX. 2.0 KM 3252406.8 |
MB2898| MB2920 AKRON TV STATION WAKR MAST APPROX. 2.2 KM 3254210.7 |
MB2898| MB2896 AKRON POLICE RADIO MAST APPROX. 1.2 KM 3373421.4 |
MB2898|---------------------------------------------------------------------|
MB2898
MB2898
MB2898 HISTORY - Year Condition Recov. By
MB2898 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2898
MB2898 STATION DESCRIPTION
MB2898
MB2898'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2898'THE STATION IS LOCATED ON THE ROOF OF THE SACKS ELECTRIC COMPANY
MB2898'BUILDING, AT 711 JOHNSON
MB2898'STREET, ABOUT 1-1/4 MILE SOUTH-SOUTHEAST OF DOWNTOWN AKRON. IT IS A
MB2898'CITY OF AKRON DISK STAMPED SACKS,
MB2898'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
MB2898'4 INCHES ABOVE THE ROOF. IT IS LOCATED AT
MB2898'THE NORTHWEST CORNER OF THE BUILDING,
MB2898'6 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE
MB2898'BUILDING, AND 3 FEET SOUTH OF THE
MB2898'NORTH WALL OF THE BUILDING.
MB2898'
|
|
|
|
|
|
|
|
|
|
|
|
2243306.25
|
511298.34375
|
0101000020960E00007E66F431751D41418D77CF8908351F41
|
true
|
2013-09-24 10:42:00 -0400
|
false
|
41.06577624722222222222
|
-81.50337187777777777778
|
-81.5033718777778
|
41.0657762472221
|
2243306.39027101
|
511298.134580486
|
683761.155276913
|
155843.983108081
|
700
|
700
|
SEA SCOUT
|
KY3453
|
OH
|
Summit
|
|
USCGS
|
1950-12-31 00:00:00 -0500
|
DISK
|
SEA SCOUT 1951
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
40
|
58
|
9.59801
|
N
|
81
|
32
|
24.91538
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
|
OH N
|
145100.055
|
680779.371
|
0.99994061
|
+
|
0
|
37
|
49.8
|
|
MT
|
|
|
|
|
302.0
|
991.0
|
SCALED
|
|
-0.81
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED ON THE NORTHWEST EDGE OF THE TURKEYFOOT LAKE OF THE PORTAGE LAKES DISTRICT, ABOUT 4 MILES SOUTH OF THE SOUTH EDGE OF AKRON. IT IS 36 FEET NORTHEAST OF A 12 INCH TRIANGULAR BLAZE OAK TREE AND 32 FEET WEST OF THE EDGE OF LAKE AND A BLAZE OAK TREE. THE MARK IS A CAST IRON PIPE 6 INCHES IN DIAMETER FILLED WITH CONCRETE AND IS FLUSH WITH THE GROUND WITH A STANDARD TRIANGULATION BRONZE STATION MARK DISK SET IN THE TOP STAMPED SEA SCOUT 1951.
REFERENCE MARK NO. 1 IS 31 FEET NORTHWEST OF THE EDGE OF LAKE. THE MARK IS A CAST IRON PIPE 4 INCHES IN DIAMETER FILLED WITH CONCRETE AND IS FLUSH WITH THE GROUND WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK SET IN THE TOP STAMPED SEA SCOUT NO 1 1951. FOUND LAYING ON THE GROUND IN 2004.
REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE EDGE OF LAKE AND 6 FEET NORTHEAST OF A 12 INCH TRIANGULAR BLAZED OAK TREE. THE MARK IS A CAST IRON PIPE 4 INCHES IN
DIAMETER FILLED WITH CONCRETE AND IS FLUSH WITH THE GROUND WITH A STANDARD TRIANGULATION BRONZE REFERENCE MARK DISK SET IN THE TOP STAMPED SEA SCOUT NO 2 1951.
TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 93 AND U.S. HIGHWAY NO. 244 IN THE SOUTH EDGE OF AKRON, GO SOUTH ON STATE HIGHWAY NO. 93 FOR 4.3 MILES TO LATHAM DRIVE, TURN LEFT ON LATHAM DRIVE AND GO 0.75 MILE TO A DIM WOODS ROAD LEFT, TURN LEFT ON WOODS ROAD AND GO 0.6 MILE TO A BOYS SCOUT CAMP, CONTINUE NORTH ALONG THE WEST EDGE OF LAKE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
DESCRIBED BY COSE 2000
LOCATED AT PORTAGE LAKES STATE PARK. FROM THE SE CORNER OF THE PARKING LOT FOR THE BEACH GO EAST ON A DIRT TRAIL APPROXIMATELY 1700 FEET TO THE STATION MARKED WITH AN ORANGE CARSONITE MARKER.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3453 ***********************************************************************
KY3453 DESIGNATION - SEA SCOUT
KY3453 PID - KY3453
KY3453 STATE/COUNTY- OH/SUMMIT
KY3453
KY3453 HORZ DATUM - NAD 83(1986)
KY3453 VERT DATUM - NGVD 29
KY3453
KY3453 POSITION - 40 58 09.59801(N) 081 32 24.91538(W) ADJUSTED
KY3453 83 minus 27 - +00.20079 -00.58097 ADJUSTED
KY3453
KY3453 HEIGHT - 302. (meters) 991. (feet) SCALED
KY3453 ***********************************************************************
KY3453
KY3453 LAPLACE CORR- -0.81 DEFLEC90
KY3453 GEOID HEIGHT- -33.45 GEOID90
KY3453
KY3453
KY3453 HORZ ORDER - THIRD
KY3453
KY3453
KY3453.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3453.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
KY3453.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
KY3453
KY3453; North East Scale Converg.
KY3453;SPC OH N - 145,100.055 680,779.371 0.99994061 +0 37 49.8 MT
KY3453;UTM 17 - 4,535,493.237 454,542.639 0.99962543 -0 21 15.2 MT
KY3453
KY3453: Primary Azimuth Mark Grid Az
KY3453:SPC OH N - KEPLER 168 19 26.1
KY3453:UTM 17 - KEPLER 169 18 31.1
KY3453
KY3453|---------------------------------------------------------------------|
KY3453| Pid Reference Object Distance Geod. AZ |
KY3453| dddmmss.ss|
KY3453| SEA SCOUT RM 1 10.479 METERS 00214 |
KY3453| KY3454 KEPLER APPROX. 1.2 KM 1685715.9 |
KY3453| SEA SCOUT RM 2 9.141 METERS 24402 |
KY3453|---------------------------------------------------------------------|
KY3453
KY3453
KY3453 HISTORY - Year Condition Recov. By
KY3453 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY3453 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY3453
KY3453 STATION DESCRIPTION
KY3453
KY3453'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
KY3453'STATION IS LOCATED ON THE NORTHWEST EDGE OF THE TURKEYFOOT LAKE OF
KY3453'THE PORTAGE LAKES DISTRICT,
KY3453'ABOUT 4 MILES SOUTH OF THE SOUTH EDGE OF AKRON. IT IS 36 FEET
KY3453'NORTHEAST OF A 12 INCH TRIANGULAR
KY3453'BLAZE OAK TREE AND 32 FEET WEST OF THE EDGE OF LAKE AND A
KY3453'BLAZE OAK TREE. THE MARK IS A CAST IRON
KY3453'PIPE 6 INCHES IN DIAMETER FILLED WITH CONCRETE
KY3453'AND IS FLUSH WITH THE GROUND WITH A STANDARD TRIANGULATION
KY3453'BRONZE STATION MARK DISK SET IN
KY3453'THE TOP STAMPED SEA SCOUT 1951.
KY3453'
KY3453'REFERENCE MARK NO. 1 IS 31 FEET NORTHWEST OF THE EDGE OF LAKE. THE
KY3453'MARK IS A CAST IRON PIPE 4
KY3453'INCHES IN DIAMETER FILLED WITH CONCRETE AND IS FLUSH WITH THE GROUND
KY3453'WITH A STANDARD TRIANGULATION
KY3453'BRONZE REFERENCE MARK DISK SET IN THE TOP STAMPED SEA SCOUT
KY3453'NO 1 1951.
KY3453'
KY3453'REFERENCE MARK NO. 2 IS 24 FEET WEST OF THE EDGE OF LAKE AND 6 FEET
KY3453'NORTHEAST OF A 12 INCH
KY3453'TRIANGULAR BLAZED OAK TREE. THE MARK IS A CAST IRON PIPE 4 INCHES IN
KY3453'DIAMETER FILLED WITH CONCRETE AND IS
KY3453'FLUSH WITH THE GROUND WITH A STANDARD TRIANGULATION BRONZE
KY3453'REFERENCE MARK DISK SET IN THE TOP STAMPED SEA
KY3453'SCOUT NO 2 1951.
KY3453'
KY3453'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 93 AND
KY3453'U.S. HIGHWAY NO. 244 IN THE
KY3453'SOUTH EDGE OF AKRON, GO SOUTH ON STATE HIGHWAY NO. 93 FOR 4.3 MILES
KY3453'TO LATHAM DRIVE, TURN LEFT ON
KY3453'LATHAM DRIVE AND GO 0.75 MILE TO A DIM WOODS ROAD LEFT,
KY3453'TURN LEFT ON WOODS ROAD AND GO 0.6 MILE TO A
KY3453'BOYS SCOUT CAMP, CONTINUE NORTH ALONG
KY3453'THE WEST EDGE OF LAKE FOR 0.1 MILE TO THE STATION AS DESCRIBED.
KY3453'
KY3453'DESCRIBED BY COSE 2000
KY3453'LOCATED AT PORTAGE LAKES STATE PARK. FROM THE SE CORNER OF THE
KY3453'PARKING LOT FOR THE BEACH GO EAST ON A DIRT TRAIL APPROXIMATELY
KY3453'1700 FEET TO THE STATION MARKED WITH AN ORANGE CARSONITE MARKER.
KY3453'
KY3453'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
KY3453'
|
|
|
|
|
|
|
|
|
|
|
|
2233524.0
|
476049.40625
|
0101000020960E00005A22C0D3590A4141CA506163440E1D41
|
true
|
2013-11-27 02:35:00 -0500
|
false
|
40.96933278055555555556
|
-81.54025427222222222222
|
-81.5402542722222
|
40.9693327805554
|
2233523.65430097
|
476049.097050917
|
680779.371389678
|
145100.054981211
|
710
|
710
|
STEESE
|
KY3014
|
OH
|
Summit
|
|
NGS
|
1982-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
STEESE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY CREW
HISTORY - 2014 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
58.43232
|
N
|
81
|
28
|
26.01985
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
142968.599
|
686390.291
|
0.99994126
|
+
|
0
|
40
|
26.8
|
|
MT
|
|
|
|
|
368.0
|
1207.0
|
VERT ANG
|
|
-0.93
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 15 KM (9 MI) SOUTH OF AKRON, 2.5 KM (1.5
MI) NORTHWEST FROM GREENSBURG AND ON A HILL BEHIND THE GREEN MIDDLE
SCHOOL AND ON SCHOOL PROPERTY.
TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
STATE HIGHWAY 241 (MASSILLON ROAD) FOR 1.8 KM (1.1 MI) TO A SIDE ROAD
LEFT. TURN LEFT AND GO WEST ON STEESE ROAD FOR 0.7 KM (0.4 MI) TO THE
STATION ON THE RIGHT BEHIND THE SCHOOL ON A LOW HILL.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---STEESE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 76.5 METERS
(251.0 FEET) WNW FROM NEAR CORNER OF A PAVED, FENCED BASKETBALL
COURT, 74.4 METERS (244.0 FEET) N FROM THE NORTHWEST CORNER OF A
GRAVEL PARKING LOT, 52.6 METERS (172.5 FEET) NE FROM THE CORNER OF
THE WHITE BRICK SECTION OF THE SCHOOL, AND 59.7 METERS (196.0 FEET) S
FROM A WOODED AREA.
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---STEESE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 52 METERS (171
FEET) SW FROM THE SOUTHWEST CORNER OF THE SCHOOL, 18.3 METERS (60
FEET) W FROM THE CENTERLINE OF A ROAD INTO THE PARKING AREA, 11.6
METERS (38 FEET) WSW FROM A WATER CATCH BASIN, 7.3 METERS (24 FEET) W
FROM A LIGHT POLE, AND 4.9 METERS (16 FEET) S FROM THE CENTERLINE OF
THE SOUTH SCHOOL ENTRANCE ROAD.
TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ROUTE 241 AND
STEESE ROAD (ON THE WAY TO THE MAIN STATION), GO WEST ON STEESE ROAD
FOR 0.6 KM (0.35 MI) TO SHRIVER ROAD, TURN LEFT AND GO SOUTH ON
SHRIVER ROAD FOR 0.6 KM (0.4 MI) TO MELANIE DIRVE, TURN LEFT AND GO
EAST ON THE SOUTH ENTRANCE ROAD OF THE PORTAGE LAKE JOINT VOCATIONAL
SCHOOL FOR 0.15 KM (1.0 MI) TO THE STATION ON THE RIGHT. THE STATION
IS ON SCHOOL PROPERTY.
COSE 2000- MONUMENT AND DISK HAS BEEN BULLDOZED.
|
2014-05-13 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3014 ***********************************************************************
KY3014 DESIGNATION - STEESE
KY3014 PID - KY3014
KY3014 STATE/COUNTY- OH/SUMMIT
KY3014
KY3014 HORZ DATUM - NAD 83(1986)
KY3014 VERT DATUM - NGVD 29
KY3014
KY3014 POSITION - 40 56 58.43232(N) 081 28 26.01985(W) ADJUSTED
KY3014 83 minus 27 - +00.20358 -00.58477 NADCON
KY3014
KY3014 HEIGHT - 368.0 (meters) 1207. (feet) VERT ANGLE
KY3014 ***********************************************************************
KY3014
KY3014 LAPLACE CORR- -0.93 DEFLEC90
KY3014 GEOID HEIGHT- -33.45 GEOID90
KY3014
KY3014
KY3014 HORZ ORDER - FIRST
KY3014
KY3014
KY3014.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY3014.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3014.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY3014
KY3014; North East Scale Converg.
KY3014;SPC OH N - 142,968.599 686,390.291 0.99994126 +0 40 26.8 MT
KY3014;UTM 17 - 4,533,266.378 460,114.325 0.99961958 -0 18 38.1 MT
KY3014
KY3014
KY3014
KY3014_STATION MARK IS A TRIANGULATION STATION DISK
KY3014_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3014
KY3014 HISTORY - Year Condition Recov. By
KY3014 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3014
KY3014 STATION DESCRIPTION
KY3014
KY3014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3014'THERE ARE NO REFERENCE MARKS AT THIS STATION.
KY3014'
KY3014'THE STATION IS LOCATED ABOUT 15 KM (9 MI) SOUTH OF AKRON, 2.5 KM (1.5
KY3014'MI) NORTHWEST FROM GREENSBURG AND ON A HILL BEHIND THE GREEN MIDDLE
KY3014'SCHOOL AND ON SCHOOL PROPERTY.
KY3014'
KY3014'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
KY3014'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 1.8 KM (1.1 MI) TO A SIDE ROAD
KY3014'LEFT. TURN LEFT AND GO WEST ON STEESE ROAD FOR 0.7 KM (0.4 MI) TO THE
KY3014'STATION ON THE RIGHT BEHIND THE SCHOOL ON A LOW HILL.
KY3014'
KY3014'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY3014'---STEESE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY3014'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 76.5 METERS
KY3014'(251.0 FEET) WNW FROM NEAR CORNER OF A PAVED, FENCED BASKETBALL
KY3014'COURT, 74.4 METERS (244.0 FEET) N FROM THE NORTHWEST CORNER OF A
KY3014'GRAVEL PARKING LOT, 52.6 METERS (172.5 FEET) NE FROM THE CORNER OF
KY3014'THE WHITE BRICK SECTION OF THE SCHOOL, AND 59.7 METERS (196.0 FEET) S
KY3014'FROM A WOODED AREA.
KY3014'
KY3014'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY3014'---STEESE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY3014'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 52 METERS (171
KY3014'FEET) SW FROM THE SOUTHWEST CORNER OF THE SCHOOL, 18.3 METERS (60
KY3014'FEET) W FROM THE CENTERLINE OF A ROAD INTO THE PARKING AREA, 11.6
KY3014'METERS (38 FEET) WSW FROM A WATER CATCH BASIN, 7.3 METERS (24 FEET) W
KY3014'FROM A LIGHT POLE, AND 4.9 METERS (16 FEET) S FROM THE CENTERLINE OF
KY3014'THE SOUTH SCHOOL ENTRANCE ROAD.
KY3014'
KY3014'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ROUTE 241 AND
KY3014'STEESE ROAD (ON THE WAY TO THE MAIN STATION), GO WEST ON STEESE ROAD
KY3014'FOR 0.6 KM (0.35 MI) TO SHRIVER ROAD, TURN LEFT AND GO SOUTH ON
KY3014'SHRIVER ROAD FOR 0.6 KM (0.4 MI) TO MELANIE DIRVE, TURN LEFT AND GO
KY3014'EAST ON THE SOUTH ENTRANCE ROAD OF THE PORTAGE LAKE JOINT VOCATIONAL
KY3014'SCHOOL FOR 0.15 KM (1.0 MI) TO THE STATION ON THE RIGHT. THE STATION
KY3014'IS ON SCHOOL PROPERTY.
KY3014'
|
|
|
|
|
|
|
|
|
|
|
|
2251932.75
|
469056.65625
|
0101000020960E0000DBBCB4124E2E4141A3F0FE9400A11C41
|
true
|
2014-05-14 10:02:00 -0400
|
false
|
40.94956453333333333333
|
-81.47389440277777777778
|
-81.4738944027778
|
40.9495645333332
|
2251932.14614068
|
469056.145503769
|
686390.29092426
|
142968.599086728
|
711
|
711
|
STEESE AZ MK
|
KY3015
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
STEESE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 NOT RECOVERED COSE SURVEY CREWHISTORY - 2014 GOOD COSE - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
56
|
33.17042
|
N
|
81
|
28
|
22.1598
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
142190.482
|
686489.738
|
0.99994152
|
+
|
0
|
40
|
29.3
|
|
MT
|
|
|
|
|
360.4
|
1182.0
|
VERT ANG
|
|
-0.98
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 14 KM (9 MI) SOUTH OF AKRON 2.4 KM (1.5
MI) NORTHWEST OF GREENSBURG AND ON A HILL BEHIND GREEN MIDDLE SCHOOL
WHICH IS ON SCHOOL PROPERTY.
TO REACH FROM THE POST OFFICE IN GREENSBURG, GO NORTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 1.8 KM (1.1 MI) TO A SIDE ROAD LEFT.
TURN LEFT AND GO WEST ON STEESE ROAD FOR 0.6 KM (0.35 MI) TO A SIDE
ROAD LEFT. TURN LEFT AND GO SOUTH ON SHRIVER ROAD FOR 0.6 KM (0.4
MI) TO AN INTERSECTION WITH THE SOUTH ENTRANCE ROAD OF PORTAGE LAKE
JOINT VOCATIONAL SCHOOL ON THE LEFT. TURN LEFT AND GO EAST ON THE
SCHOOL ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO THE STATION ON THE
RIGHT. THE STATION IS ON SCHOOL PROPERTY.
THE STATION MARK IS A STANDARD NGS AZIMUTH DISK STAMPED---STEESE
1983--- AND SET IN THE TOP OF A 30 CM (12-INCH) IN DIAMETER ROUND
CONCRETE POST FLUSH WITH THE GROUND. IT IS 52 METERS (171 FEET)
SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 18.3 METERS (60
FEET) WEST OF THE CENTERLINE OF A ROAD INTO A PARKING AREA, 11.6
METERS (38 FEET) WEST-SOUTHWEST OF A WATER CATCH BASIN, 7.3
METERS (24 FEET) WEST OF A LIGHT POLE AND 4.9 METERS (16.0 FEET)
SOUTH OF THE CENTERLINE OF THE SOUTH SCHOOL ENTRANCE ROAD.
3 FEET SOUTH OF BACK OF CURB
|
2021-06-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3015 ***********************************************************************
KY3015 DESIGNATION - STEESE AZ MK
KY3015 PID - KY3015
KY3015 STATE/COUNTY- OH/SUMMIT
KY3015
KY3015 HORZ DATUM - NAD 83(1986)
KY3015 VERT DATUM - NGVD 29
KY3015
KY3015 POSITION - 40 56 33.17042(N) 081 28 22.15980(W) ADJUSTED
KY3015 83 minus 27 - +00.20384 -00.58449 NADCON
KY3015
KY3015 HEIGHT - 360.4 (meters) 1182. (feet) VERT ANGLE
KY3015 ***********************************************************************
KY3015
KY3015 LAPLACE CORR- -0.98 DEFLEC90
KY3015 GEOID HEIGHT- -33.45 GEOID90
KY3015
KY3015
KY3015 HORZ ORDER - SECOND
KY3015
KY3015
KY3015.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3015.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3015.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY3015.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY3015
KY3015; North East Scale Converg.
KY3015;SPC OH N - 142,190.482 686,489.738 0.99994152 +0 40 29.3 MT
KY3015;UTM 17 - 4,532,486.918 460,200.358 0.99961950 -0 18 35.4 MT
KY3015
KY3015
KY3015
KY3015_STATION MARK IS AN AZIMUTH MARK DISK
KY3015_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3015
KY3015 HISTORY - Year Condition Recov. By
KY3015 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3015
KY3015 STATION DESCRIPTION
KY3015
KY3015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3015'THE STATION IS LOCATED ABOUT 14 KM (9 MI) SOUTH OF AKRON 2.4 KM (1.5
KY3015'MI) NORTHWEST OF GREENSBURG AND ON A HILL BEHIND GREEN MIDDLE SCHOOL
KY3015'WHICH IS ON SCHOOL PROPERTY.
KY3015'
KY3015'TO REACH FROM THE POST OFFICE IN GREENSBURG, GO NORTH ON STATE
KY3015'HIGHWAY 241 (MASSILLON ROAD) FOR 1.8 KM (1.1 MI) TO A SIDE ROAD LEFT.
KY3015'TURN LEFT AND GO WEST ON STEESE ROAD FOR 0.6 KM (0.35 MI) TO A SIDE
KY3015'ROAD LEFT. TURN LEFT AND GO SOUTH ON SHRIVER ROAD FOR 0.6 KM (0.4
KY3015'MI) TO AN INTERSECTION WITH THE SOUTH ENTRANCE ROAD OF PORTAGE LAKE
KY3015'JOINT VOCATIONAL SCHOOL ON THE LEFT. TURN LEFT AND GO EAST ON THE
KY3015'SCHOOL ENTRANCE ROAD FOR 0.15 KM (0.10 MI) TO THE STATION ON THE
KY3015'RIGHT. THE STATION IS ON SCHOOL PROPERTY.
KY3015'
KY3015'THE STATION MARK IS A STANDARD NGS AZIMUTH DISK STAMPED---STEESE
KY3015'1983--- AND SET IN THE TOP OF A 30 CM (12-INCH) IN DIAMETER ROUND
KY3015'CONCRETE POST FLUSH WITH THE GROUND. IT IS 52 METERS (171 FEET)
KY3015'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 18.3 METERS (60
KY3015'FEET) WEST OF THE CENTERLINE OF A ROAD INTO A PARKING AREA, 11.6
KY3015'METERS (38 FEET) WEST-SOUTHWEST OF A WATER CATCH BASIN, 7.3
KY3015'METERS (24 FEET) WEST OF A LIGHT POLE AND 4.9 METERS (16.0 FEET)
KY3015'SOUTH OF THE CENTERLINE OF THE SOUTH SCHOOL ENTRANCE ROAD.
KY3015'
|
|
|
|
|
|
|
|
|
|
|
|
2252258.0
|
466503.09375
|
0101000020960E00006B6B3C35F12E414162FE49171D791C41
|
true
|
2014-05-14 10:00:00 -0400
|
false
|
40.94254733888888888889
|
-81.47282216666666666667
|
-81.4728221666667
|
40.9425473388888
|
2252258.41590636
|
466503.272743201
|
686489.738147735
|
142190.481913074
|
712
|
712
|
STOW
|
MB2750
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
DISK
|
STOW 1977
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2001 UNABLE TO LOCATE COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
32.7937
|
N
|
81
|
24
|
43.4408
|
W
|
ADJUSTED
|
-33.77
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
168150.165
|
691282.087
|
0.99994091
|
+
|
0
|
42
|
53.0
|
|
MT
|
|
|
|
|
350.4
|
1150.0
|
VERT ANG
|
|
0.09
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF HUDSON,
3 MILES NORTHWEST OF KENT, 2 MILES NORTHEAST OF STOW AND ON
PROPERTY OWNED BY MR. DARRELL S. SEIBERT, SEIBERT
DEVELOPMENT CORPORATION, 3724 COUNTRY CLUB DRIVE,
CUYAHOGA FALLS, OHIO 44224.
TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 59
AND 43 IN KENT, GO WEST ON STATE HIGHWAY 59 FOR 2.15 MILES TO
A PAVED SIDE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTHWEST
ON FISHCREEK ROAD FOR 0.95 MILE TO A CROSSROAD (GRAHAM ROAD).
CONTINUE AHEAD ON FISHCREEK ROAD FOR 0.7 MILE TO A FARM ROAD
ON THE RIGHT. TURN RIGHT AND GO EAST ON THE FARM ROAD FOR 0.05
MILE TO THE STATION ON THE LEFT.
STATION MARKS ARE STANDARD DISKS STAMPED---STOW 1977---. THE
SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
391 FEET EAST OF THE CENTER OF FISHCREEK ROAD AND 34 FEET EAST
OF THE CENTER OF A FARM ROAD. THE UNDERGROUND DISK IS SET IN
AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
SURFACE.
REFERENCE MARK 1, STAMPED---STOW NO 1 1977---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 27 FEET NORTHEAST
OF THE CENTER OF FISHCREEK ROAD, 2 FEET SOUTHEAST OF A METAL
WITNESS POST AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
REFERENCE MARK 2, STAMPED---STOW NO 2 1977---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 200
FEET EAST OF THE CENTER OF FISHCREEK ROAD, 2 FEET WEST OF A
METAL WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO BRUSH ON LINE.
IRON RODS IN ALL MARKS.
HEIGHT OF THE LIGHT ABOVE THE STATION WAS 26.6 METERS.
UNABLE TO LOCATE-COSE CREW 2001
NEW DEVELOPMENT IN AREA
|
2001-05-21 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2750 ***********************************************************************
MB2750 DESIGNATION - STOW
MB2750 PID - MB2750
MB2750 STATE/COUNTY- OH/SUMMIT
MB2750
MB2750 HORZ DATUM - NAD 83(1986)
MB2750 VERT DATUM - NGVD 29
MB2750
MB2750 POSITION - 41 10 32.79370(N) 081 24 43.44080(W) ADJUSTED
MB2750 83 minus 27 - +00.20614 -00.60899 ADJUSTED
MB2750
MB2750 HEIGHT - 350.4 (meters) 1150. (feet) VERT ANGLE
MB2750 ***********************************************************************
MB2750
MB2750 LAPLACE CORR- 0.09 DEFLEC90
MB2750 GEOID HEIGHT- -33.77 GEOID90
MB2750
MB2750
MB2750 HORZ ORDER - FIRST
MB2750
MB2750
MB2750.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2750.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2750.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2750
MB2750; North East Scale Converg.
MB2750;SPC OH N - 168,150.165 691,282.087 0.99994091 +0 42 53.0 MT
MB2750;UTM 17 - 4,558,351.995 465,436.735 0.99961470 -0 16 16.7 MT
MB2750
MB2750: Primary Azimuth Mark Grid Az
MB2750:SPC OH N - DAVEY 060 26 04.3
MB2750:UTM 17 - DAVEY 061 25 14.0
MB2750
MB2750|---------------------------------------------------------------------|
MB2750| Pid Reference Object Distance Geod. AZ |
MB2750| dddmmss.ss|
MB2750| MB2624 DAVEY APPROX. 5.5 KM 0610857.3 |
MB2750| MB2751 STOW RM 1 111.975 METERS 26018 |
MB2750| MB2752 STOW RM 2 223.598 METERS 31241 |
MB2750|---------------------------------------------------------------------|
MB2750
MB2750
MB2750 HISTORY - Year Condition Recov. By
MB2750 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2750
MB2750 STATION DESCRIPTION
MB2750
MB2750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2750'THE STATION IS LOCATED ABOUT 5 MILES SOUTH-SOUTHEAST OF HUDSON,
MB2750'3 MILES NORTHWEST OF KENT, 2 MILES NORTHEAST OF STOW AND ON
MB2750'PROPERTY OWNED BY MR. DARRELL S. SEIBERT, SEIBERT
MB2750'DEVELOPMENT CORPORATION, 3724 COUNTRY CLUB DRIVE,
MB2750'CUYAHOGA FALLS, OHIO 44224.
MB2750'
MB2750'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 59
MB2750'AND 43 IN KENT, GO WEST ON STATE HIGHWAY 59 FOR 2.15 MILES TO
MB2750'A PAVED SIDE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTHWEST
MB2750'ON FISHCREEK ROAD FOR 0.95 MILE TO A CROSSROAD (GRAHAM ROAD).
MB2750'CONTINUE AHEAD ON FISHCREEK ROAD FOR 0.7 MILE TO A FARM ROAD
MB2750'ON THE RIGHT. TURN RIGHT AND GO EAST ON THE FARM ROAD FOR 0.05
MB2750'MILE TO THE STATION ON THE LEFT.
MB2750'
MB2750'STATION MARKS ARE STANDARD DISKS STAMPED---STOW 1977---. THE
MB2750'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
MB2750'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
MB2750'391 FEET EAST OF THE CENTER OF FISHCREEK ROAD AND 34 FEET EAST
MB2750'OF THE CENTER OF A FARM ROAD. THE UNDERGROUND DISK IS SET IN
MB2750'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
MB2750'SURFACE.
MB2750'
MB2750'REFERENCE MARK 1, STAMPED---STOW NO 1 1977---, IS A STANDARD
MB2750'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
MB2750'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 27 FEET NORTHEAST
MB2750'OF THE CENTER OF FISHCREEK ROAD, 2 FEET SOUTHEAST OF A METAL
MB2750'WITNESS POST AND 1 FOOT SOUTHWEST OF A WIRE FENCE.
MB2750'
MB2750'REFERENCE MARK 2, STAMPED---STOW NO 2 1977---, IS A STANDARD
MB2750'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
MB2750'THAT PROJECTS 3 INCHES ABOVE THE GROUND SURFACE. IT IS 200
MB2750'FEET EAST OF THE CENTER OF FISHCREEK ROAD, 2 FEET WEST OF A
MB2750'METAL WITNESS POST AND 1 FOOT SOUTH OF A WIRE FENCE.
MB2750'
MB2750'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
MB2750'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO BRUSH ON LINE.
MB2750'IRON RODS IN ALL MARKS.
MB2750'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 26.6 METERS.
MB2750'
MB2750'DESCRIBED BY J.E.DUNFORD.
MB2750'
|
|
|
|
|
|
|
|
|
|
|
|
2267982.25
|
551673.1875
|
0101000020960E000082E9F7A7A64D41419E4DAF54F1D52041
|
true
|
2005-03-18 05:52:00 -0500
|
false
|
41.17577602777777777778
|
-81.41206688888888888889
|
-81.4120668888889
|
41.1757760277776
|
2267981.31225318
|
551672.665399957
|
691282.086538941
|
168150.164714219
|
713
|
713
|
STOW MUN STANDPIPE
|
MB2753
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
STANDPIPE
|
NO STAMP
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2000 GOOD COSE
HISTORY - 2004 GOOD SCE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
10
|
9.20345
|
N
|
81
|
25
|
40.91464
|
W
|
ADJUSTED
|
-33.77
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
167405.935
|
689951.573
|
0.99994071
|
+
|
0
|
42
|
15.2
|
|
MT
|
|
|
|
|
|
|
|
|
0.16
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS THE LIGHT TOP CENTER OF THE STOW MUNICIPAL WATER
STANDPIPE. THE STANDPIPE HAS A CYLINDRICAL BODY WITH A
UMBRELLA TOP AND APPROXIMATELY 30 FEET IN DIAMETER. IT IS
GREEN IN COLOR AND APPROXIMATELY 100 FEET HIGH.
IT IS LOCATED ABOUT 0.5 MILE EAST OF THE CENTER OF STOW, 100
FEET WEST OF THE CENTERLINE OF GENEVIEVE ROAD, AND 150 FEET
NORTH OF THE CENTERLINE OF LIBERTY ROAD.
|
2004-11-17 19:00:00 -0500
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2753 ***********************************************************************
MB2753 DESIGNATION - STOW MUN STANDPIPE
MB2753 PID - MB2753
MB2753 STATE/COUNTY- OH/SUMMIT
MB2753
MB2753 HORZ DATUM - NAD 83(1986)
MB2753 VERT DATUM - N/A
MB2753
MB2753 POSITION - 41 10 09.20345(N) 081 25 40.91464(W) ADJUSTED
MB2753 83 minus 27 - +00.19978 -00.59054 ADJUSTED
MB2753
MB2753 HEIGHT -
MB2753 ***********************************************************************
MB2753
MB2753 LAPLACE CORR- 0.16 DEFLEC90
MB2753 GEOID HEIGHT- -33.77 GEOID90
MB2753
MB2753
MB2753 HORZ ORDER - THIRD
MB2753
MB2753
MB2753.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2753.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2753
MB2753; North East Scale Converg.
MB2753;SPC OH N - 167,405.935 689,951.573 0.99994071 +0 42 15.2 MT
MB2753;UTM 17 - 4,557,631.006 464,094.049 0.99961587 -0 16 54.4 MT
MB2753
MB2753
MB2753
MB2753
MB2753 HISTORY - Year Condition Recov. By
MB2753 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2753
MB2753 STATION DESCRIPTION
MB2753
MB2753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2753'THE STATION IS THE LIGHT TOP CENTER OF THE STOW MUNICIPAL WATER
MB2753'STANDPIPE. THE STANDPIPE HAS A CYLINDRICAL BODY WITH A
MB2753'UMBRELLA TOP AND APPROXIMATELY 30 FEET IN DIAMETER. IT IS
MB2753'BLACK IN COLOR WITH A RED TOP AND APPROXIMATELY 100 FEET HIGH.
MB2753'
MB2753'IT IS LOCATED ABOUT 0.5 MILE EAST OF THE CENTER OF STOW, 100
MB2753'FEET WEST OF THE CENTERLINE OF GENEVIEVE ROAD, AND 150 FEET
MB2753'NORTH OF THE CENTERLINE OF LIBERTY ROAD.
MB2753'
MB2753'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2753'
|
|
|
|
|
|
|
|
|
|
|
|
2263616.0
|
549231.1875
|
0101000020960E0000FCC91F0F20454141BC980DF1DDC22041
|
false
|
2005-03-18 05:55:00 -0500
|
false
|
41.16922318055555555556
|
-81.42803184444444444445
|
-81.4280318444445
|
41.1692231805554
|
2263616.11815762
|
549230.970806859
|
689951.572717589
|
167405.934713784
|
728
|
728
|
TALLMADGE FIRST CONG CH SPIRE
|
MB2710
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 00:00:00 -0500
|
TOP OF SPIRE
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1977 NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
6
|
6.37902
|
N
|
81
|
26
|
28.59328
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
159902.462
|
688931.211
|
0.99993932
|
+
|
0
|
41
|
43.9
|
|
MT
|
|
|
|
|
|
|
|
|
-0.04
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED IN
THE CIRCLE IN THE
TOWN OF TALLMADGE AND ABOUT 200 FEET NORTH THE TALLMADGE CITY HALL.
IT IS A TALL WOODEN BUILDING PAINTED
WHITE WITH A TALL SLIM SPIRE ON ITS SOUTH END. ITS
OVERALL HEIGHT IS ABOUT 100 FEET.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION WAS RECOVERED, WITH PREVIOUS DESCRIPTION IN QUAD
410812-1035. THE 1963 DESCRIPTION IS ADEQUATE.
DESCRIBED BY B.R. LEWIS.
|
2021-06-04 00:00:00 -0400
|
COSE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2710 ***********************************************************************
MB2710 DESIGNATION - TALLMADGE FIRST CONG CH SPIRE
MB2710 PID - MB2710
MB2710 STATE/COUNTY- OH/SUMMIT
MB2710
MB2710 HORZ DATUM - NAD 83(1986)
MB2710 VERT DATUM - N/A
MB2710
MB2710 POSITION - 41 06 06.37902(N) 081 26 28.59328(W) ADJUSTED
MB2710 83 minus 27 - +00.20467 -00.58210 ADJUSTED
MB2710
MB2710 HEIGHT -
MB2710 ***********************************************************************
MB2710
MB2710 LAPLACE CORR- -0.04 DEFLEC90
MB2710 GEOID HEIGHT- -33.66 GEOID90
MB2710
MB2710
MB2710 HORZ ORDER - THIRD
MB2710
MB2710
MB2710.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2710.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2710
MB2710; North East Scale Converg.
MB2710;SPC OH N - 159,902.462 688,931.211 0.99993932 +0 41 43.9 MT
MB2710;UTM 17 - 4,550,148.621 462,945.113 0.99961690 -0 17 24.4 MT
MB2710
MB2710
MB2710
MB2710
MB2710 HISTORY - Year Condition Recov. By
MB2710 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2710 HISTORY - 1977 NATIONAL GEODETIC SURVEY
MB2710
MB2710 STATION DESCRIPTION
MB2710
MB2710'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2710'THE STATION IS THE CENTER OF THE TOP OF THE SPIRE, LOCATED IN
MB2710'THE CIRCLE IN THE
MB2710'TOWN OF TALLMADGE AND ABOUT 200 FEET NORTH THE TALLMADGE CITY HALL.
MB2710'IT IS A TALL WOODEN BUILDING PAINTED
MB2710'WHITE WITH A TALL SLIM SPIRE ON ITS SOUTH END. ITS
MB2710'OVERALL HEIGHT IS ABOUT 100 FEET.
MB2710'
MB2710
MB2710 STATION RECOVERY (1977)
MB2710
MB2710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2710'THE STATION WAS RECOVERED, WITH PREVIOUS DESCRIPTION IN QUAD
MB2710'410812-1035. THE 1963 DESCRIPTION IS ADEQUATE.
MB2710'
MB2710'DESCRIBED BY B.R. LEWIS.
MB2710'
|
|
|
|
|
|
|
|
|
|
|
|
2260268.25
|
524613.4375
|
0101000020960E0000E1F3813D963E41411E66CAA78A022041
|
false
|
2005-03-28 08:54:00 -0500
|
false
|
41.10177195
|
-81.44127591111111111111
|
-81.4412759111111
|
41.1017719499998
|
2260268.48052834
|
524613.327716056
|
688931.210727459
|
159902.462092761
|
729
|
729
|
TALLMADGE MUNICIPAL STANDPIPE
|
MB2715
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 19:00:00 -0500
|
TOP OF STANDPIPE
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1977 NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
5
|
58.92699
|
N
|
81
|
25
|
40.43275
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
159686.334
|
690057.705
|
0.9999393
|
+
|
0
|
42
|
15.5
|
|
MT
|
|
|
|
|
|
|
|
|
-0.21
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
ABOUT 4.5 MILES
NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, WEST OF THE INTERSECTION
OF ALLING RD. AND EAST AVE., IN
TALLMADGE, OHIO. IT IS A SILVER STANDPIPE, WHICH IS
APPROXIMATELY 80 FEET HIGH.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION WAS RECOVERED, WITH PREVIOUS DESCRIPTION IN QUAD
410812-1034.
THE STATION IS THE TOP CENTER OF THE TALLMADGE MUNICIPAL WATER
STANDPIPE. THE STANDPIPE HAS A CYLINDRICAL BODY WITH A DOME
TOP AND IS APPROXIMATELY 30 FEET IN DIAMETER. IT IS SILVER IN
COLOR WITH A RED TOP AND IS APPROXIMATELY 80 FEET HIGH.
IT IS LOCATED IN THE EAST SECTION OF TALLMADGE, ABOUT 0.7 MILE
EAST OF THE CENTER OF TOWN, AND 200 FEET WEST OF THE CENTERLINE
OF ALLING ROAD.
DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
|
1976-12-31 19:00:00 -0500
|
NGS
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2715 ***********************************************************************
MB2715 DESIGNATION - TALLMADGE MUNICIPAL STANDPIPE
MB2715 PID - MB2715
MB2715 STATE/COUNTY- OH/SUMMIT
MB2715
MB2715 HORZ DATUM - NAD 83(1986)
MB2715 VERT DATUM - N/A
MB2715
MB2715 POSITION - 41 05 58.92699(N) 081 25 40.43275(W) ADJUSTED
MB2715 83 minus 27 - +00.20505 -00.58576 ADJUSTED
MB2715
MB2715 HEIGHT -
MB2715 ***********************************************************************
MB2715
MB2715 LAPLACE CORR- -0.21 DEFLEC90
MB2715 GEOID HEIGHT- -33.66 GEOID90
MB2715
MB2715
MB2715 HORZ ORDER - THIRD
MB2715
MB2715
MB2715.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2715.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2715
MB2715; North East Scale Converg.
MB2715;SPC OH N - 159,686.334 690,057.705 0.99993930 +0 42 15.5 MT
MB2715;UTM 17 - 4,549,913.224 464,067.361 0.99961589 -0 16 52.6 MT
MB2715
MB2715
MB2715
MB2715
MB2715 HISTORY - Year Condition Recov. By
MB2715 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2715 HISTORY - 1977 NATIONAL GEODETIC SURVEY
MB2715
MB2715 STATION DESCRIPTION
MB2715
MB2715'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2715'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
MB2715'ABOUT 4.5 MILES
MB2715'NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, WEST OF THE INTERSECTION
MB2715'OF ALLING RD. AND EAST AVE., IN
MB2715'TALLMADGE, OHIO. IT IS A SILVER STANDPIPE, WHICH IS
MB2715'APPROXIMATELY 80 FEET HIGH.
MB2715'
MB2715
MB2715 STATION RECOVERY (1977)
MB2715
MB2715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2715'THE STATION WAS RECOVERED, WITH PREVIOUS DESCRIPTION IN QUAD
MB2715'410812-1034.
MB2715'
MB2715'THE STATION IS THE TOP CENTER OF THE TALLMADGE MUNICIPAL WATER
MB2715'STANDPIPE. THE STANDPIPE HAS A CYLINDRICAL BODY WITH A DOME
MB2715'TOP AND IS APPROXIMATELY 30 FEET IN DIAMETER. IT IS SILVER IN
MB2715'COLOR WITH A RED TOP AND IS APPROXIMATELY 80 FEET HIGH.
MB2715'
MB2715'IT IS LOCATED IN THE EAST SECTION OF TALLMADGE, ABOUT 0.7 MILE
MB2715'EAST OF THE CENTER OF TOWN, AND 200 FEET WEST OF THE CENTERLINE
MB2715'OF ALLING ROAD.
MB2715'
MB2715'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2715'
|
|
|
|
|
|
|
|
|
|
|
|
2263965.25
|
523903.875
|
0101000020960E0000D9CF3829CE454141354943FE00FA1F41
|
false
|
2005-03-28 09:03:00 -0500
|
false
|
41.09970194166666666666
|
-81.42789798611111111111
|
-81.4278979861111
|
41.0997019416665
|
2263964.32204626
|
523904.248303551
|
690057.705475111
|
159686.334255574
|
730
|
730
|
TALLMADGE RADIO STA WADC MAST
|
MB2707
|
OH
|
Summit
|
|
USCGS
|
1942-12-31 20:00:00 -0400
|
RED LIGHT ON TOP OF MAST
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
6
|
14.56468
|
N
|
81
|
26
|
50.06884
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
160148.881
|
688427.1
|
0.99993934
|
+
|
0
|
41
|
29.8
|
|
MT
|
|
|
|
|
|
|
|
|
0.03
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS LOCATED ON THE W SIDE OF STATE HIGHWAY 532 IN THE CITY
OF TALLMADGE. IT
IS A TALL FOUR-LEGGED STEEL RADIO MAST 353 FEET
HIGH, PAINTED RED AND WHITE WITH A
RED LIGHT ON THE TOP AND OWNED
AND OPERATED BY ALLEN T. SIMMONS. THE POINT OBSERVED
ON WAS THE
RED LIGHT ON TOP OF THE MAST.
TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND 532
IN THE CITY OF
TALLMADGE, GO N ON HIGHWAY 532 FOR 0.3 MILE TO THE
ENTRANCE TO WADC RADIO STATION,
TURN LEFT AND GO 0.1 MILE TO THE
RADIO MAST.
THIS IS AN INTERSECTION STATION.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2707 ***********************************************************************
MB2707 DESIGNATION - TALLMADGE RADIO STA WADC MAST
MB2707 PID - MB2707
MB2707 STATE/COUNTY- OH/SUMMIT
MB2707
MB2707 HORZ DATUM - NAD 83(1986)
MB2707 VERT DATUM - N/A
MB2707
MB2707 POSITION - 41 06 14.56468(N) 081 26 50.06884(W) ADJUSTED
MB2707 83 minus 27 - +00.20261 -00.57815 ADJUSTED
MB2707
MB2707 HEIGHT -
MB2707 ***********************************************************************
MB2707
MB2707 LAPLACE CORR- 0.03 DEFLEC90
MB2707 GEOID HEIGHT- -33.66 GEOID90
MB2707
MB2707
MB2707 HORZ ORDER - THIRD
MB2707
MB2707
MB2707.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2707.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2707
MB2707; North East Scale Converg.
MB2707;SPC OH N - 160,148.881 688,427.100 0.99993934 +0 41 29.8 MT
MB2707;UTM 17 - 4,550,403.593 462,445.477 0.99961736 -0 17 38.5 MT
MB2707
MB2707
MB2707
MB2707
MB2707 HISTORY - Year Condition Recov. By
MB2707 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2707
MB2707 STATION DESCRIPTION
MB2707
MB2707'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2707'STATION IS LOCATED ON THE W SIDE OF STATE HIGHWAY 532 IN THE CITY
MB2707'OF TALLMADGE. IT
MB2707'IS A TALL FOUR-LEGGED STEEL RADIO MAST 353 FEET
MB2707'HIGH, PAINTED RED AND WHITE WITH A
MB2707'RED LIGHT ON THE TOP AND OWNED
MB2707'AND OPERATED BY ALLEN T. SIMMONS. THE POINT OBSERVED
MB2707'ON WAS THE
MB2707'RED LIGHT ON TOP OF THE MAST.
MB2707'
MB2707'TO REACH FROM THE INTERSECTION OF STATE HIGHWAYS 18 AND 532
MB2707'IN THE CITY OF
MB2707'TALLMADGE, GO N ON HIGHWAY 532 FOR 0.3 MILE TO THE
MB2707'ENTRANCE TO WADC RADIO STATION,
MB2707'TURN LEFT AND GO 0.1 MILE TO THE
MB2707'RADIO MAST.
MB2707'
MB2707'THIS IS AN INTERSECTION STATION.
MB2707'
|
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|
|
|
|
2258614.25
|
525421.8125
|
0101000020960E00006066DF495B3B4141E216EB92DB082041
|
false
|
2005-03-28 09:06:00 -0500
|
false
|
41.10404574444444444444
|
-81.44724134444444444444
|
-81.4472413444445
|
41.1040457444443
|
2258614.57713012
|
525421.78694984
|
688427.099963462
|
160148.880960056
|
732
|
732
|
TEMPLE C OF A 1963
|
MB2900
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF ALBUQUERQUE NEW MEXICO
HISTOYR - 2013 DESTROYED SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
7.08568
|
N
|
81
|
32
|
44.75808
|
W
|
ADJUSTED
|
-33.55
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
152420.181
|
680235.321
|
0.9999393
|
+
|
0
|
37
|
36.8
|
|
MT
|
|
|
|
|
335.5
|
1101.0
|
VERT ANG
|
|
-0.49
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1963 (VBM)
THE STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF DOWNTOWN AKRON,
ON THE NORTH ONE OF TWO BELL
TOWERS ON THE ROOF OF THE AKRON BAPTIST TEMPLE LOCATED AT 2324
MANCHESTER ROAD. IT IS 2 FEET
SOUTH OF THE NORTH COPING OF THE ROOF AND 2 FEET NORTH OF
A FLAG POLE. THE MARK IS A CITY OF AKRON DISK
STAMPED TEMPLE SET IN THE TOP OF AN 8
INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
RECOVERY NOTE 2013 SCE- THIS PORTION OF THE CHURCH WAS DESTROYED BY FIRE
|
2013-10-06 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2900 ***********************************************************************
MB2900 DESIGNATION - TEMPLE C OF A 1963
MB2900 PID - MB2900
MB2900 STATE/COUNTY- OH/SUMMIT
MB2900
MB2900 HORZ DATUM - NAD 83(1986)
MB2900 VERT DATUM - NGVD 29
MB2900
MB2900 POSITION - 41 02 07.08568(N) 081 32 44.75808(W) ADJUSTED
MB2900 83 minus 27 - +00.19812 -00.57346 ADJUSTED
MB2900
MB2900 HEIGHT - 335.5 (meters) 1101. (feet) VERT ANGLE
MB2900 ***********************************************************************
MB2900
MB2900 LAPLACE CORR- -0.49 DEFLEC90
MB2900 GEOID HEIGHT- -33.55 GEOID90
MB2900
MB2900
MB2900 HORZ ORDER - FIRST
MB2900
MB2900
MB2900.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2900.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2900.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2900
MB2900; North East Scale Converg.
MB2900;SPC OH N - 152,420.181 680,235.321 0.99993930 +0 37 36.8 MT
MB2900;UTM 17 - 4,542,819.331 454,124.634 0.99962590 -0 21 29.9 MT
MB2900
MB2900: Primary Azimuth Mark Grid Az
MB2900:SPC OH N - AKRON TV STATION WAKR MAST 023 08 58.0
MB2900:UTM 17 - AKRON TV STATION WAKR MAST 024 08 04.7
MB2900
MB2900|---------------------------------------------------------------------|
MB2900| Pid Reference Object Distance Geod. AZ |
MB2900| dddmmss.ss|
MB2900| MB2904 AKRON BF GOODRICH WATER TANK APPROX. 1.0 KM 0181325.5 |
MB2900| MB2908 AKRON FIRESTONE LATEX DIV TANK APPROX. 0.8 KM 0201245.1 |
MB2900| MB2920 AKRON TV STATION WAKR MAST APPROX. 5.7 KM 0234634.8 |
MB2900| MB1414 TEMPLE ECC C OF A 2.125 METERS 04927 |
MB2900| MB2883 AKRON RADIO STA KQA 400 MAST APPROX. 1.5 KM 2840439.0 |
MB2900| MB2880 AKRON WOOSTER AVE MUN SPIPE APPROX. 4.0 KM 3515326.6 |
MB2900| MB2884 AKRON WOOSTER AVE MUN TANK APPROX. 4.0 KM 3522346.3 |
MB2900|---------------------------------------------------------------------|
MB2900
MB2900
MB2900 HISTORY - Year Condition Recov. By
MB2900 HISTORY - 1963 STATION MONUMENTED CITY OF ALBUQUERQUE NEW MEXICO
MB2900
MB2900 STATION DESCRIPTION
MB2900
MB2900'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1963 (VBM)
MB2900'THE STATION IS ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF DOWNTOWN AKRON,
MB2900'ON THE NORTH ONE OF TWO BELL
MB2900'TOWERS ON THE ROOF OF THE AKRON BAPTIST TEMPLE LOCATED AT 2324
MB2900'MANCHESTER ROAD. IT IS 2 FEET
MB2900'SOUTH OF THE NORTH COPING OF THE ROOF AND 2 FEET NORTH OF
MB2900'A FLAG POLE. THE MARK IS A CITY OF AKRON DISK
MB2900'STAMPED TEMPLE SET IN THE TOP OF AN 8
MB2900'INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
MB2900'
|
|
|
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|
|
|
|
|
|
2231738.0
|
500065.0625
|
0101000020960E0000ED1E7D5BDD064141CA6285D784851E41
|
true
|
2013-10-16 04:45:00 -0400
|
false
|
41.03530157777777777777
|
-81.54576613333333333333
|
-81.5457661333333
|
41.0353015777776
|
2231738.71475588
|
500065.210469764
|
680235.320728235
|
152420.180991529
|
737
|
737
|
TW 119
|
MB3094
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 119
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2014 GOOD COSE SURVEY FIELD CREW -2021 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
19
|
48.97004
|
N
|
81
|
27
|
43.45199
|
W
|
ADJUSTED
|
-34.04
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
185254.723
|
686882.645
|
0.99994961
|
+
|
0
|
40
|
54.7
|
|
MT
|
|
|
|
|
294.4
|
966.0
|
VERT ANG
|
|
1.38
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO IN THE VILLAGE OF
TWINSBURG.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14, U.S.
HIGHWAY 480 AND STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 2.4
MILES TO ITS INTERSECTION WITH GLENWOOD DRIVE. TURN LEFT AND PROCEED
WEST ALONG GLENWOOD DRIVE 1.02 MILES TO ITS INTERSECTION WITH
IDLEWOOD. TURN LEFT AND PROCEED SOUTH ALONG IDLEWOOD 0.8 MILES TO THE
STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE SET FLUSH WITH THE GROUND AND STAMPED TW-119. THE STATION IS
20.6 FEET SOUTH FROM THE CENTERLINE OF IDLEWOOD, AND 92.0 FEET
SOUTHEAST FROM A STREET LIGHT, 12.7 FEET NORTH OF A PARKING LOT
LIGHT POLE AND NEAR HOUSE #9585 IDLEWOOD. THE STATION IS 390.09
METERS FROM STATION TW-118.
75' EAST OF CL OF DRIVE FOR # 9585 IDLEWOOD DRIVE. 2.5' NORTH OF SIDEWALK
|
2021-12-22 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3094 ***********************************************************************
MB3094 DESIGNATION - TW 119
MB3094 PID - MB3094
MB3094 STATE/COUNTY- OH/SUMMIT
MB3094
MB3094 HORZ DATUM - NAD 83(1986)
MB3094 VERT DATUM - NGVD 29
MB3094
MB3094 POSITION - 41 19 48.97004(N) 081 27 43.45199(W) ADJUSTED
MB3094 83 minus 27 - +00.19817 -00.58780 NADCON
MB3094
MB3094 HEIGHT - 294.4 (meters) 966. (feet) VERT ANGLE
MB3094 ***********************************************************************
MB3094
MB3094 LAPLACE CORR- 1.38 DEFLEC90
MB3094 GEOID HEIGHT- -34.04 GEOID90
MB3094
MB3094
MB3094 HORZ ORDER - THIRD
MB3094
MB3094
MB3094.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3094.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3094.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3094
MB3094; North East Scale Converg.
MB3094;SPC OH N - 185,254.723 686,882.645 0.99994961 +0 40 54.7 MT
MB3094;UTM 17 - 4,575,524.126 461,333.779 0.99961840 -0 18 18.6 MT
MB3094
MB3094: Primary Azimuth Mark Grid Az
MB3094:SPC OH N - TW 118 045 33
MB3094:UTM 17 - TW 118 046 32
MB3094
MB3094|---------------------------------------------------------------------|
MB3094| Pid Reference Object Distance Geod. AZ |
MB3094| dddmmss.ss|
MB3094| MB3093 TW 118 390.077 METERS 04614 |
MB3094|---------------------------------------------------------------------|
MB3094
MB3094_STATION MARK IS A SURVEY DISK
MB3094_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3094_THE MARK IS STAMPED: TW-119
MB3094
MB3094 HISTORY - Year Condition Recov. By
MB3094 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3094 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3094
MB3094 STATION DESCRIPTION
MB3094
MB3094'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3094'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO IN THE VILLAGE OF
MB3094'TWINSBURG.
MB3094'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14, U.S.
MB3094'HIGHWAY 480 AND STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 2.4
MB3094'MILES TO ITS INTERSECTION WITH GLENWOOD DRIVE. TURN LEFT AND PROCEED
MB3094'WEST ALONG GLENWOOD DRIVE 1.02 MILES TO ITS INTERSECTION WITH
MB3094'IDLEWOOD. TURN LEFT AND PROCEED SOUTH ALONG IDLEWOOD 0.8 MILES TO THE
MB3094'STATION ON THE LEFT.
MB3094'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3094'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED TW-119. THE STATION IS
MB3094'20.6 FEET SOUTH FROM THE CENTERLINE OF IDLEWOOD, 84.0 FEET SOUTHWEST
MB3094'FROM A STREET LIGHT, AND 92.0 FEET SOUTHEAST FROM A STREET LIGHT. THE
MB3094'STATION IS 390.09 METERS FROM STATION TW-118.ALSO NEAR HSE # 9585.
|
|
|
|
|
|
|
|
|
|
|
|
2253548.5
|
607789.6875
|
0101000020960E0000A2821EBD75314141712D58BD5B8C2241
|
true
|
2014-03-27 10:07:00 -0400
|
false
|
41.33026945555555555556
|
-81.46206999722222222222
|
-81.4620699972222
|
41.3302694555554
|
2253547.4774936
|
607789.869813366
|
686882.644905339
|
185254.722828541
|
738
|
738
|
TWINSBURG
|
MB2830
|
OH
|
Summit
|
|
USGS
|
1949-12-31 00:00:00 -0500
|
Disk in Concrete
|
TWINSBURG 1950
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1950 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1951 COAST AND GEODETIC SURVEYHISTORY - 1977 NATIONAL GEODETIC SURVEYHISTORY - 1990 GOOD WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW -2022 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
18
|
41.57726
|
N
|
81
|
28
|
48.81491
|
W
|
ADJUSTED
|
-34.02
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
183157.973
|
685387.197
|
0.99994817
|
+
|
0
|
40
|
11.8
|
|
MT
|
|
|
|
|
354.7
|
1164.0
|
VERT ANG
|
|
1.52
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF TWINSBURG ON THE NORTH
SIDE OF STATE ROUTE NO 82
ON THE HIGH POINT OF A SMALL KNOLL IN A CULTIVATED FIELD AND ON LAND
OWNED BY MR. FLANAGAN HOUSE # 1634 AURORA ROAD WHO
LIVES JUST SOUTH OF STATION IN LARGE BRICK HOUSE. IT
IS 48 FEET NORTH OF THE CENTER OF STATE ROUTE NO
82, 12-1/2 FEET NORTH OF WITNESS POST
AND 43 FEET NORTHWEST OF POWER LINE POLE.#3000-116 IT IS STAMPED
TWINSBURG 1950 AND SET 1 FOOT BELOW THE
GROUND SURFACE. 5/2004, 23 FEET NORTHEAST OF A HYDRANT
REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, SET IN THE APPLE
ORCHARD OF MR. LONGS FRUIT
FARM 21 FEET SOUTH OF RAIL FENCE LINE. IT IS STAMPED TWINSBURG NO 1
1950 AND SET FLUSH WITH THE GROUND
SURFACE.
REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET IN THE NORTHWEST
CORNER OF THE APPLE ORCHARD,
2 FEET EAST OF NORTH-SOUTH RAIL FENCE LINE AND 12 FEET SOUTH OF
EAST-WEST FENCE LINE. IT IS STAMPED
TWINSBURG NO 2 1950 AND SET FLUSH WITH THE GROUND
SURFACE.
THE AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE STATION, SET IN THE
SOUTHEAST CORNER OF
CULTIVATED FIELD, 45 FEET NORTH OF THE CENTER OF STATE ROUTE NO 82, 2
1/2 FEET NORTH OF WITNESS POST
AND ABOUT 10 FEET WEST OF EDGE OF WOODS. IT IS STAMPED
TWINSBURG 1950 AND PROJECTS 4 INCHES.
TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NO 82 AND 91
AT THE TRAFFIC LIGHT IN
TWINSBURG, GO WEST ON STATE ROUTE NO 82 FOR 1.95 MILES TO THE AZIMUTH
MARK ON THE NORTH SIDE AS
DESCRIBED, CONTINUE WEST ON STATE ROUTE NO 82 FOR 0.25 MILE TO THE
STATION ON THE NORTH SIDE IN
CULTIVATED FIELD AS DESCRIBED.
HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
THE STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
CONDITION. THE ORIGINAL
DESCRIPTION SUBMITTED IN 1950 ADEQUATE.
HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
MARK WERE RECOVERED IN GOOD CONDITION. DIFFERENCES IN
DISTANCE OF 0.037 METER SHORTER TO REFERENCE MARK 1,
0.039 METER SHORTER TO REFERENCE MARK 2, AND 1 MINUTE
10 SECONDS LARGER IN DIRECTION BETWEEN REFERENCE MARK 1
AND 2 WAS NOTED AND VERIFIED AT THIS TIME. DUE TO
POWERLINES OVERHEAD, A TOWER COULD NOT BE ERECTED OVER
THE STATION, THEREFORE, REFERENCE MARK 3 WAS ESTABLISHED
AND OCCUPIED. A COMPLETE NEW DESCRIPTION FOLLOWS.
THE STATION IS ABOUT 2 MILES WEST OF TWINSBURG, ON THE NORTH
SIDE OF STATE HIGHWAY 82, ON THE HIGH POINT OF A SMALL KNOLL
IN A HAY FIELD, AND OWNED BY MR. WILLIAM F. LONG,
BOX 161, MACEDONIA, OHIO 44056, TELEPHONE NUMBER
467-7341.
TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
480 AND STATE HIGHWAY 82 ABOUT 1/2 MILE WEST OF TWINSBURG, GO
WEST ON HIGHWAY 82 FOR 1.05 MILES TO A TRAFFIC LIGHT JUST PAST
A CHRYSLER PLANT ON THE LEFT. CONTINUE WEST ON HIGHWAY 82 FOR
0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON
HIGHWAY 82 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
STATION MARK, STAMPED---TWINSBURG 1950---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH SQUARE
CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.
IT IS 50 FEET NORTH OF THE CENTER OF THE HIGHWAY 82 AND 44 FEET
WEST OF THE POWER LINE POLE.
REFERENCE MARK 1, STAMPED---TWINSBURG NO 1 1950---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
IS FLUSH WITH THE GROUND. IT IS 55.5 FEET SOUTH OF THE CENTER
OF HIGHWAY 82, 5.5 FEET SOUTH OF A RAIL FENCE AND 4 FEET EAST
OF A 20-INCH MAPLE TREE.
REFERENCE MARK 2, STAMPED---TWINSBURG NO 2 1950---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
IS FLUSH WITH THE GROUND. IT IS 42 FEET SOUTH OF THE CENTER
OF HIGHWAY 82, 39 FEET WEST OF THE CENTER OF A DRIVEWAY AND 1
FOOT WEST OF A RAIL FENCE.
REFERENCE MARK 3, STAMPED---TWINSBURG 1950 NO 3 1977---,
IS A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND
CONCRETE MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.
IT IS 129.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82
AND 123 FEET NORTHWEST OF A POWER LINE POLE.
AZIMUTH MARK, STAMPED---TWINSBURG 1950---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND. IT IS
44.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82 AND
0.5 FEET NORTH OF A METAL WITNESS POST.
HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
NOT RECOVERED 2016.
THE FIELD HAS BEEN LEVELED AND THERE ARE NOW SOCCER FIELDS AT THIS LOCATION.
|
2021-12-04 00:00:00 -0500
|
SCE
|
NOT RECOVERED
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2830 ***********************************************************************
MB2830 DESIGNATION - TWINSBURG
MB2830 PID - MB2830
MB2830 STATE/COUNTY- OH/SUMMIT
MB2830
MB2830 HORZ DATUM - NAD 83(1986)
MB2830 VERT DATUM - NGVD 29
MB2830
MB2830 POSITION - 41 18 41.57726(N) 081 28 48.81491(W) ADJUSTED
MB2830 83 minus 27 - +00.20027 -00.60292 ADJUSTED
MB2830
MB2830 HEIGHT - 354.7 (meters) 1164. (feet) VERT ANGLE
MB2830 ***********************************************************************
MB2830
MB2830 LAPLACE CORR- 1.52 DEFLEC90
MB2830 GEOID HEIGHT- -34.02 GEOID90
MB2830
MB2830
MB2830 HORZ ORDER - SECOND
MB2830
MB2830
MB2830.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2830.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2830.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2830
MB2830; North East Scale Converg.
MB2830;SPC OH N - 183,157.973 685,387.197 0.99994817 +0 40 11.8 MT
MB2830;UTM 17 - 4,573,454.129 459,802.940 0.99961988 -0 19 01.3 MT
MB2830
MB2830: Primary Azimuth Mark Grid Az
MB2830:SPC OH N - AKRON 194 10 57.7
MB2830:UTM 17 - AKRON 195 10 10.8
MB2830
MB2830|---------------------------------------------------------------------|
MB2830| Pid Reference Object Distance Geod. AZ |
MB2830| dddmmss.ss|
MB2830| MB2843 TWINSBURG 1950 AZ MK 310.667 METERS 08950 |
MB2830| MB2845 TWINSBURG 1950 RM 1 37.797 METERS 14418 |
MB2830| MB1378 AKRON APPROX.22.4 KM 1945109.5 |
MB2830| MB2847 TWINSBURG 1950 RM 2 41.392 METERS 22547 |
MB2830| MB2846 TWINSBURG RM 3 27.187 METERS 33238 |
MB2830|---------------------------------------------------------------------|
MB2830
MB2830_STATION MARK IS A TRIANGULATION STATION DISK
MB2830_WITH SETTING: SET IN TOP OF SQUARE CONCRETE MONUMENT
MB2830_THE MARK IS STAMPED: TWINSBURG 1950
MB2830
MB2830 HISTORY - Year Condition Recov. By
MB2830 HISTORY - 1950 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2830 HISTORY - 1951 COAST AND GEODETIC SURVEY
MB2830 HISTORY - 1977 NATIONAL GEODETIC SURVEY
MB2830 HISTORY - 1990 GOOD WOOLPERT CONSULTANTS
MB2830 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB2830
MB2830 STATION DESCRIPTION
MB2830
MB2830'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (PLB)
MB2830'THE STATION IS LOCATED ABOUT 2.0 MILES WEST OF TWINSBURG ON THE NORTH
MB2830'SIDE OF STATE ROUTE NO 82
MB2830'ON THE HIGH POINT OF A SMALL KNOLL IN A CULTIVATED FIELD AND ON LAND
MB2830'OWNED BY MR. FLANAGAN HOUSE # 1634 AURORA ROAD WHO
MB2830'LIVES JUST SOUTH OF STATION IN LARGE BRICK HOUSE. IT
MB2830'IS 48 FEET NORTH OF THE CENTER OF STATE ROUTE NO
MB2830'82, 12-1/2 FEET NORTH OF WITNESS POST
MB2830'AND 26 FEET NORTHWEST OF POWER LINE POLE.#3000-116 IT IS STAMPED
MB2830'TWINSBURG 1950 AND SET 1 FOOT BELOW THE
MB2830'GROUND SURFACE.
MB2830'
MB2830'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, SET IN THE APPLE
MB2830'ORCHARD OF MR. LONGS FRUIT
MB2830'FARM 21 FEET SOUTH OF RAIL FENCE LINE. IT IS STAMPED TWINSBURG NO 1
MB2830'1950 AND SET FLUSH WITH THE GROUND
MB2830'SURFACE.
MB2830'
MB2830'REFERENCE MARK NO 2 IS SOUTHWEST OF THE STATION, SET IN THE NORTHWEST
MB2830'CORNER OF THE APPLE ORCHARD,
MB2830'2 FEET EAST OF NORTH-SOUTH RAIL FENCE LINE AND 12 FEET SOUTH OF
MB2830'EAST-WEST FENCE LINE. IT IS STAMPED
MB2830'TWINSBURG NO 2 1950 AND SET FLUSH WITH THE GROUND
MB2830'SURFACE.
MB2830'
MB2830'THE AZIMUTH MARK IS ABOUT 0.25 MILE EAST OF THE STATION, SET IN THE
MB2830'SOUTHEAST CORNER OF
MB2830'CULTIVATED FIELD, 45 FEET NORTH OF THE CENTER OF STATE ROUTE NO 82, 2
MB2830'1/2 FEET NORTH OF WITNESS POST
MB2830'AND ABOUT 10 FEET WEST OF EDGE OF WOODS. IT IS STAMPED
MB2830'TWINSBURG 1950 AND PROJECTS 4 INCHES.
MB2830'
MB2830'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES NO 82 AND 91
MB2830'AT THE TRAFFIC LIGHT IN
MB2830'TWINSBURG, GO WEST ON STATE ROUTE NO 82 FOR 1.95 MILES TO THE AZIMUTH
MB2830'MARK ON THE NORTH SIDE AS
MB2830'DESCRIBED, CONTINUE WEST ON STATE ROUTE NO 82 FOR 0.25 MILE TO THE
MB2830'STATION ON THE NORTH SIDE IN
MB2830'CULTIVATED FIELD AS DESCRIBED.
MB2830'
MB2830'HEIGHT OF LIGHT ABOVE STATION MARK 33 METERS.
MB2830'
MB2830
MB2830 STATION RECOVERY (1951)
MB2830
MB2830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
MB2830'THE STATION AND ALL MARKS RECOVERED AS DESCRIBED AND FOUND IN GOOD
MB2830'CONDITION. THE ORIGINAL
MB2830'DESCRIPTION SUBMITTED IN 1950 ADEQUATE.
MB2830'
MB2830'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
MB2830'
MB2830
MB2830 STATION RECOVERY (1977)
MB2830
MB2830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2830'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
MB2830'MARK WERE RECOVERED IN GOOD CONDITION. DIFFERENCES IN
MB2830'DISTANCE OF 0.037 METER SHORTER TO REFERENCE MARK 1,
MB2830'0.039 METER SHORTER TO REFERENCE MARK 2, AND 1 MINUTE
MB2830'10 SECONDS LARGER IN DIRECTION BETWEEN REFERENCE MARK 1
MB2830'AND 2 WAS NOTED AND VERIFIED AT THIS TIME. DUE TO
MB2830'POWERLINES OVERHEAD, A TOWER COULD NOT BE ERECTED OVER
MB2830'THE STATION, THEREFORE, REFERENCE MARK 3 WAS ESTABLISHED
MB2830'AND OCCUPIED. A COMPLETE NEW DESCRIPTION FOLLOWS.
MB2830'
MB2830'THE STATION IS ABOUT 2 MILES WEST OF TWINSBURG, ON THE NORTH
MB2830'SIDE OF STATE HIGHWAY 82, ON THE HIGH POINT OF A SMALL KNOLL
MB2830'IN A HAY FIELD, AND OWNED BY MR. WILLIAM F. LONG,
MB2830'BOX 161, MACEDONIA, OHIO 44056, TELEPHONE NUMBER
MB2830'467-7341.
MB2830'
MB2830'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
MB2830'480 AND STATE HIGHWAY 82 ABOUT 1/2 MILE WEST OF TWINSBURG, GO
MB2830'WEST ON HIGHWAY 82 FOR 1.05 MILES TO A TRAFFIC LIGHT JUST PAST
MB2830'A CHRYSLER PLANT ON THE LEFT. CONTINUE WEST ON HIGHWAY 82 FOR
MB2830'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON
MB2830'HIGHWAY 82 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
MB2830'
MB2830'STATION MARK, STAMPED---TWINSBURG 1950---, IS A STANDARD
MB2830'DISK SET IN THE TOP OF A 12-INCH SQUARE
MB2830'CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.
MB2830'IT IS 50 FEET NORTH OF THE CENTER OF THE HIGHWAY 82 AND 44 FEET
MB2830'WEST OF THE POWER LINE POLE.
MB2830'
MB2830'REFERENCE MARK 1, STAMPED---TWINSBURG NO 1 1950---, IS A STANDARD
MB2830'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
MB2830'IS FLUSH WITH THE GROUND. IT IS 55.5 FEET SOUTH OF THE CENTER
MB2830'OF HIGHWAY 82, 5.5 FEET SOUTH OF A RAIL FENCE AND 4 FEET EAST
MB2830'OF A 20-INCH MAPLE TREE.
MB2830'
MB2830'REFERENCE MARK 2, STAMPED---TWINSBURG NO 2 1950---, IS A STANDARD
MB2830'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
MB2830'IS FLUSH WITH THE GROUND. IT IS 42 FEET SOUTH OF THE CENTER
MB2830'OF HIGHWAY 82, 39 FEET WEST OF THE CENTER OF A DRIVEWAY AND 1
MB2830'FOOT WEST OF A RAIL FENCE.
MB2830'
MB2830'REFERENCE MARK 3, STAMPED---TWINSBURG 1950 NO 3 1977---,
MB2830'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND
MB2830'CONCRETE MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.
MB2830'IT IS 129.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82
MB2830'AND 123 FEET NORTHWEST OF A POWER LINE POLE.
MB2830'
MB2830'AZIMUTH MARK, STAMPED---TWINSBURG 1950---, IS A STANDARD
MB2830'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
MB2830'MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND. IT IS
MB2830'44.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82 AND
MB2830'0.5 FEET NORTH OF A METAL WITNESS POST.
MB2830'
MB2830'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.3 METERS.
MB2830'
MB2830'DESCRIBED BY V. WILSON.
MB2830'
MB2830
MB2830 STATION RECOVERY (1990)
MB2830
MB2830'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT )
MB2830'RECOVERED AS DESCRIBED.
MB2830'
|
|
|
|
|
|
|
|
|
|
|
|
2248641.75
|
600911.125
|
0101000020960E000040AEA294E0274141E46585909D562241
|
true
|
2011-01-14 09:04:00 -0500
|
false
|
41.31154923888888888889
|
-81.48022636388888888889
|
-81.4802263638889
|
41.3115492388887
|
2248641.16121462
|
600910.782267746
|
685387.196712609
|
183157.972751139
|
739
|
739
|
TWINSBURG 1950 AZ MK
|
MB2843
|
OH
|
Summit
|
|
|
1949-12-31 00:00:00 -0500
|
DISK
|
TWINSBURG 1950
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW-2017 GOOD COSE SURVEY FIELD CREW Good 2022- COSE Survey Field Crew
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
18
|
41.60563
|
N
|
81
|
28
|
35.45898
|
W
|
ADJUSTED
|
-34.02
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
183162.487
|
685697.815
|
0.99994817
|
+
|
0
|
40
|
20.6
|
|
MT
|
|
|
|
|
349.6
|
1147.0
|
VERT ANG
|
|
1.5
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS ABOUT 1-3/4 MILES WEST OF TWINSBURG, ON THE NORTH
SIDE OF STATE HIGHWAY 82, AND ON HIGHWAY RIGHT-OF-WAY.
TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
480 AND STATE HIGHWAY 82 ABOUT 1/2 MILE WEST OF TWINSBURG, GO
WEST ON HIGHWAY 82 FOR 1.05 MILES TO A TRAFFIC LIGHT FOR CHAMBERLIN ROAD. CONTINUE WEST ON HIGHWAY 82 FOR
0.2 MILE TO THE STATION ON THE RIGHT. LOCATED AT THE CITY OF
TWINSBURG AND MACEDONIA CORPORATION LINE. AT THE EAST PROPERTY LINE FOR THE CHURCH OF CHRIST #1717 S.R.82.
STATION MARK, STAMPED---TWINSBURG 1950---, IS A STANDARD
AZIMUTH MARK
DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND. IT IS
44.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82.
HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
DESCRIBED BY V. WILSON.
|
2022-01-20 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2843 ***********************************************************************
MB2843 DESIGNATION - TWINSBURG 1950 AZ MK
MB2843 PID - MB2843
MB2843 STATE/COUNTY- OH/SUMMIT
MB2843
MB2843 HORZ DATUM - NAD 83(1986)
MB2843 VERT DATUM - NGVD 29
MB2843
MB2843 POSITION - 41 18 41.60563(N) 081 28 35.45898(W) ADJUSTED
MB2843 83 minus 27 - +00.20023 -00.60331 ADJUSTED
MB2843
MB2843 HEIGHT - 349.6 (meters) 1147. (feet) VERT ANGLE
MB2843 ***********************************************************************
MB2843
MB2843 LAPLACE CORR- 1.50 DEFLEC90
MB2843 GEOID HEIGHT- -34.02 GEOID90
MB2843
MB2843
MB2843 HORZ ORDER - SECOND
MB2843
MB2843
MB2843.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2843.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2843.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2843
MB2843; North East Scale Converg.
MB2843;SPC OH N - 183,162.487 685,697.815 0.99994817 +0 40 20.6 MT
MB2843;UTM 17 - 4,573,453.293 460,113.487 0.99961958 -0 18 52.5 MT
MB2843
MB2843
MB2843
MB2843
MB2843 HISTORY - Year Condition Recov. By
MB2843 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2843 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB2843
MB2843 STATION DESCRIPTION
MB2843
MB2843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2843'THE STATION IS ABOUT 1-3/4 MILES WEST OF TWINSBURG, ON THE NORTH
MB2843'SIDE OF STATE HIGHWAY 82, AND ON HIGHWAY RIGHT-OF-WAY.
MB2843'
MB2843'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
MB2843'480 AND STATE HIGHWAY 82 ABOUT 1/2 MILE WEST OF TWINSBURG, GO
MB2843'WEST ON HIGHWAY 82 FOR 1.05 MILES TO A TRAFFIC LIGHT FOR CHAMBERLIN
MB2843'ROAD. JUST PAST
MB2843'A CHRYSLER PLANT ON THE LEFT. CONTINUE WEST ON HIGHWAY 82 FOR
MB2843'0.2 MILE TO THE STATION ON THE RIGHT. LOCATED AT THE CITY OF
MB2843'TWINSBURG AND MACEDONIA CORPORATION LINE.
MB2843'
MB2843'STATION MARK, STAMPED---TWINSBURG 1950---, IS A STANDARD
MB2843'AZIMUTH MARK
MB2843'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
MB2843'MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND. IT IS
MB2843'44.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82 AND
MB2843'0.5 FEET NORTH OF A METAL WITNESS POST.
MB2843'
MB2843'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.4 METERS.
MB2843'
MB2843'DESCRIBED BY V. WILSON.
MB2843'
|
|
|
|
|
|
|
|
|
|
|
|
2249660.25
|
600925.8125
|
0101000020960E00008D548C1FDE29414176CCFF2EBB562241
|
true
|
2011-01-14 09:05:00 -0500
|
false
|
41.31155711944444444444
|
-81.47651638333333333334
|
-81.4765163833333
|
41.3115571194443
|
2249660.24647004
|
600925.591795339
|
685697.814519697
|
183162.486704176
|
740
|
740
|
TWINSBURG CHRYSLER CORP TANK
|
MB2840
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
WATER TANK
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2005 GOOD COSE SURVEY FIELD CREW
HISTORY - 2011 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
18
|
28.03573
|
N
|
81
|
27
|
54.13123
|
W
|
ADJUSTED
|
-34.01
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
182755.25
|
686663.969
|
0.9999479
|
+
|
0
|
40
|
47.7
|
|
MT
|
|
|
|
|
|
|
|
|
1.27
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS THE APEX OF VENT ATOP THE TWINBURG CHRYSLER
CORPORATION WATER TANK. IT IS A SPHEROID SHAPED TANK
SUPPORTED BY A SINGLE COLUMN. IT IS BLUE AND WHITE IN COLOR
AND APPROXIMATELY 130 FEET HIGH.
IT IS LOCATED ABOUT 1.2 MILES WEST-SOUTHWEST OF THE CENTER OF
TWINSBURG, 0.2 MILE SOUTH OF STATE HIGHWAY 82 AND AT THE PLANT
COMPLEX.
DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
NOT RECOVERED 1/13/2011
|
2005-12-05 19:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2840 ***********************************************************************
MB2840 DESIGNATION - TWINSBURG CHRYSLER CORP TANK
MB2840 PID - MB2840
MB2840 STATE/COUNTY- OH/SUMMIT
MB2840
MB2840 HORZ DATUM - NAD 83(1986)
MB2840 VERT DATUM - N/A
MB2840
MB2840 POSITION - 41 18 28.03573(N) 081 27 54.13123(W) ADJUSTED
MB2840 83 minus 27 - +00.20017 -00.60458 ADJUSTED
MB2840
MB2840 HEIGHT -
MB2840 ***********************************************************************
MB2840
MB2840 LAPLACE CORR- 1.27 DEFLEC90
MB2840 GEOID HEIGHT- -34.01 GEOID90
MB2840
MB2840
MB2840 HORZ ORDER - THIRD
MB2840
MB2840
MB2840.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2840.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2840
MB2840; North East Scale Converg.
MB2840;SPC OH N - 182,755.250 686,663.969 0.99994790 +0 40 47.7 MT
MB2840;UTM 17 - 4,573,029.615 461,072.169 0.99961865 -0 18 25.1 MT
MB2840
MB2840
MB2840
MB2840
MB2840 HISTORY - Year Condition Recov. By
MB2840 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2840 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB2840
MB2840 STATION DESCRIPTION
MB2840
MB2840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2840'THE STATION IS THE APEX OF VENT ATOP THE TWINBURG CHRYSLER
MB2840'CORPORATION WATER TANK. IT IS A SPHEROID SHAPED TANK
MB2840'SUPPORTED BY A SINGLE COLUMN. IT IS BLUE AND WHITE IN COLOR
MB2840'AND APPROXIMATELY 130 FEET HIGH.
MB2840'
MB2840'IT IS LOCATED ABOUT 1.2 MILES WEST-SOUTHWEST OF THE CENTER OF
MB2840'TWINSBURG, 0.2 MILE SOUTH OF STATE HIGHWAY 82 AND AT THE PLANT
MB2840'COMPLEX.
MB2840'
MB2840'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2840'
|
|
|
|
|
|
|
|
|
|
|
|
2252830.5
|
599589.9375
|
0101000020960E00009BE3D7040F3041417611E9084B4C2241
|
false
|
2011-01-14 09:08:00 -0500
|
false
|
41.30778770277777777778
|
-81.46503645277777777778
|
-81.4650364527778
|
41.3077877027776
|
2252830.03783841
|
599589.517403169
|
686663.968861085
|
182755.250414971
|
741
|
741
|
TWINSBURG LOOPCO TANK
|
MB2841
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
WATER TANK
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 NOT FOUND COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
18
|
45.88377
|
N
|
81
|
28
|
6.01385
|
W
|
ADJUSTED
|
-34.02
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
183302.52
|
686381.079
|
0.99994826
|
+
|
0
|
40
|
39.9
|
|
MT
|
|
|
|
|
|
|
|
|
1.31
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS THE APEX OF VENT ATOP THE TWINSBURG LOOP COMPANY
WATER TANK. THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP
AND CONCAVE BOTTOM, SUPPORTED BY FIVE TUBULAR LEGS. IT IS
GREEN IN COLOR AND APPROXIMATELY 100 FEET HIGH.
IT IS LOCATED ABOUT 1.3 MILES WEST OF THE CENTER OF TWINSBURG,
0.1 MILE NORTH OF STATE HIGHWAY 82 AND AT THE PLANT COMPLEX.
DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
PROPERTY OWNER STATED THE TANK WAS DISMANTLED IN 2002.
|
2004-10-19 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2841 ***********************************************************************
MB2841 DESIGNATION - TWINSBURG LOOPCO TANK
MB2841 PID - MB2841
MB2841 STATE/COUNTY- OH/SUMMIT
MB2841
MB2841 HORZ DATUM - NAD 83(1986)
MB2841 VERT DATUM - N/A
MB2841
MB2841 POSITION - 41 18 45.88377(N) 081 28 06.01385(W) ADJUSTED
MB2841 83 minus 27 - +00.20039 -00.60491 ADJUSTED
MB2841
MB2841 HEIGHT -
MB2841 ***********************************************************************
MB2841
MB2841 LAPLACE CORR- 1.31 DEFLEC90
MB2841 GEOID HEIGHT- -34.02 GEOID90
MB2841
MB2841
MB2841 HORZ ORDER - THIRD
MB2841
MB2841
MB2841.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2841.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2841
MB2841; North East Scale Converg.
MB2841;SPC OH N - 183,302.520 686,381.079 0.99994826 +0 40 39.9 MT
MB2841;UTM 17 - 4,573,581.494 460,798.837 0.99961891 -0 18 33.1 MT
MB2841
MB2841
MB2841
MB2841
MB2841 HISTORY - Year Condition Recov. By
MB2841 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2841 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB2841
MB2841 STATION DESCRIPTION
MB2841
MB2841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2841'THE STATION IS THE APEX OF VENT ATOP THE TWINSBURG LOOP COMPANY
MB2841'WATER TANK. THE TANK HAS A CYLINDRICAL BODY WITH A DOME TOP
MB2841'AND CONCAVE BOTTOM, SUPPORTED BY FIVE TUBULAR LEGS. IT IS
MB2841'GREEN IN COLOR AND APPROXIMATELY 100 FEET HIGH.
MB2841'
MB2841'IT IS LOCATED ABOUT 1.3 MILES WEST OF THE CENTER OF TWINSBURG,
MB2841'0.1 MILE NORTH OF STATE HIGHWAY 82 AND AT THE PLANT COMPLEX.
MB2841'
MB2841'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2841'
|
|
|
|
|
|
|
|
|
|
|
|
2251901.75
|
601384.5
|
0101000020960E0000A7B4FBF53E2E41414F297809525A2241
|
false
|
2004-11-09 04:54:00 -0500
|
false
|
41.31274549166666666667
|
-81.46833718055555555556
|
-81.4683371805556
|
41.3127454916665
|
2251901.92174395
|
601385.018494883
|
686381.078509712
|
183302.520242265
|
742
|
742
|
TWINSBURG OHIO BELL MICROWAVE
|
MB2842
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
LIGHT ON TOWER
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2005 GOOD COSE SURVEY FIELD CREW
HISTORY - 2011 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
17
|
54.18205
|
N
|
81
|
28
|
11.13384
|
W
|
ADJUSTED
|
-33.99
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
181706.312
|
686280.841
|
0.99994722
|
+
|
0
|
40
|
36.5
|
|
MT
|
|
|
|
|
|
|
|
|
1.27
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE TWINSBURG
OHIO BELL MICROWAVE TOWER KQO 25. IT IS A FOUR LEGGED SKELETON
STEEL TOWER WITH FOUR FAN SHAPED ANTENNAS AT THE TOP, PAINTED
IN ALTERNATE SECTIONS OF RED AND WHITE AND APPROXIMATELY
175 FEET HIGH.
IT IS LOCATED ABOUT 1.8 MILES SOUTHWEST OF TWINSBURG, 0.8 MILE
SOUTH OF STATE HIGHWAY 82, 0.15 MILE EAST OF CHAMBERLIN ROAD
AND 200 FEET NORTH OF THE CENTERLINE OF HIGHLAND ROAD.
DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
|
2011-01-12 19:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2842 ***********************************************************************
MB2842 DESIGNATION - TWINSBURG OHIO BELL MICROWAVE
MB2842 PID - MB2842
MB2842 STATE/COUNTY- OH/SUMMIT
MB2842
MB2842 HORZ DATUM - NAD 83(1986)
MB2842 VERT DATUM - N/A
MB2842
MB2842 POSITION - 41 17 54.18205(N) 081 28 11.13384(W) ADJUSTED
MB2842 83 minus 27 - +00.20074 -00.60454 ADJUSTED
MB2842
MB2842 HEIGHT -
MB2842 ***********************************************************************
MB2842
MB2842 LAPLACE CORR- 1.27 DEFLEC90
MB2842 GEOID HEIGHT- -33.99 GEOID90
MB2842
MB2842
MB2842 HORZ ORDER - THIRD
MB2842
MB2842
MB2842.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2842.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2842
MB2842; North East Scale Converg.
MB2842;SPC OH N - 181,706.312 686,280.841 0.99994722 +0 40 36.5 MT
MB2842;UTM 17 - 4,571,987.773 460,671.164 0.99961904 -0 18 36.1 MT
MB2842
MB2842
MB2842
MB2842
MB2842 HISTORY - Year Condition Recov. By
MB2842 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2842 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB2842
MB2842 STATION DESCRIPTION
MB2842
MB2842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2842'THE STATION IS THE LIGHT ATOP AND NOT CENTERED OF THE TWINSBURG
MB2842'OHIO BELL MICROWAVE TOWER KQO 25. IT IS A FOUR LEGGED SKELETON
MB2842'STEEL TOWER WITH FOUR FAN SHAPED ANTENNAS AT THE TOP, PAINTED
MB2842'IN ALTERNATE SECTIONS OF RED AND WHITE AND APPROXIMATELY
MB2842'175 FEET HIGH.
MB2842'
MB2842'IT IS LOCATED ABOUT 1.8 MILES SOUTHWEST OF TWINSBURG, 0.8 MILE
MB2842'SOUTH OF STATE HIGHWAY 82, 0.15 MILE EAST OF CHAMBERLIN ROAD
MB2842'AND 200 FEET NORTH OF THE CENTERLINE OF HIGHLAND ROAD.
MB2842'
MB2842'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2842'
|
|
|
|
|
|
|
|
|
|
|
|
2251573.75
|
596148.75
|
0101000020960E0000A17BC2879A2D4141F939BF3F68312241
|
false
|
2011-01-14 09:09:00 -0500
|
false
|
41.29838390277777777777
|
-81.4697594
|
-81.4697594
|
41.2983839027776
|
2251573.06062265
|
596148.124505817
|
686280.841439466
|
181706.311761979
|
743
|
743
|
TWINSBURG RM 3
|
MB2846
|
OH
|
Summit
|
TWINSBURG
|
NGS
|
1976-12-31 19:00:00 -0500
|
Disk in Concrete
|
TWINSBURG 1950 NO 3 1977
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 1990 GOOD RINKER DETWILER AND ASSOCIATES
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2014 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
42.35988
|
N
|
81
|
28
|
49.3522
|
W
|
ADJUSTED
|
-34.02
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
183181.968
|
685374.418
|
0.99994819
|
+
|
0
|
40
|
11.4
|
|
MT
|
|
|
|
|
354.9
|
1164.0
|
VERT ANG
|
|
1.52
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS ABOUT 2 MILES WEST OF TWINSBURG, ON THE NORTH
SIDE OF STATE HIGHWAY 82, ON THE HIGH POINT OF A SMALL KNOLL
IN A HAY FIELD, AND OWNED BY MR. WILLIAM F. LONG,
BOX 161, MACEDONIA, OHIO 44056, TELEPHONE NUMBER
467-7341.
TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
480 AND STATE HIGHWAY 82 ABOUT 1/2 MILE WEST OF TWINSBURG, GO
WEST ON HIGHWAY 82 FOR 1.05 MILES TO A TRAFFIC LIGHT JUST PAST
A CHRYSLER PLANT ON THE LEFT. CONTINUE WEST ON HIGHWAY 82 FOR
0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON
HIGHWAY 82 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
STATION MARK, STAMPED---TWINSBURG 1950 NO 3 1977---, IS A
STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND
CONCRETE MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.
IT IS 129.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82
AND 123 FEET NORTHWEST OF A POWER LINE POLE.
TWINSBURG 1950, STAMPED---TWINSBURG 1950---, IS A STANDARD
TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE
CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.
IT IS 50 FEET NORTH OF THE CENTER OF THE HIGHWAY 82 AND 44 FEET
WEST OF THE POWER LINE POLE.
REFERENCE MARK 1, STAMPED---TWINSBURG NO 1 1950---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
IS FLUSH WITH THE GROUND. IT IS 55.5 FEET SOUTH OF THE CENTER
OF HIGHWAY 82, 5.5 FEET SOUTH OF A RAIL FENCE AND 4 FEET EAST
OF A 20-INCH MAPLE TREE.
REFERENCE MARK 2, STAMPED---TWINSBURG NO 2 1950---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
IS FLUSH WITH THE GROUND. IT IS 42 FEET SOUTH OF THE CENTER
OF HIGHWAY 82, 39 FEET WEST OF THE CENTER OF A DRIVEWAY AND 1
FOOT WEST OF A RAIL FENCE.
AZIMUTH MARK, STAMPED---TWINSBURG 1950---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND. IT IS
44.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82 AND
0.5 FEET NORTH OF A METAL WITNESS POST.
HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 31.8 METERS.
DESCRIBED BY V. WILSON.
RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
THE STATION IS ABOUT 2 MILES WEST OF TWINSBURG, ON THE NORTH
SIDE OF STATE HIGHWAY 82, ON THE HIGH POINT OF A SMALL KNOLL
IN A HAY FIELD, AND OWNED BY MR. WILLIAM F. LONG,
BOX 161, MACEDONIA, OHIO 44056, TELEPHONE NUMBER
467-7341.
TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
480 AND STATE HIGHWAY 82 ABOUT 1/2 MILE WEST OF TWINSBURG, GO
WEST ON HIGHWAY 82 FOR 1.05 MILES TO A TRAFFIC LIGHT JUST PAST
A CHRYSLER PLANT ON THE LEFT. CONTINUE WEST ON HIGHWAY 82 FOR
0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON
HIGHWAY 82 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
STATION MARK, STAMPED---TWINSBURG 1950 NO 3 1977---, IS A
STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND
CONCRETE MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.
IT IS 129.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82
AND 123 FEET NORTHWEST OF A POWER LINE POLE.
STATION RECOVERY (2002)
RECOVERY NOTE BY SUMMIT COUNTY OHIO 2002 (WJS)
POWER POLE TW-1761, AZMUTH 133-26, 35.18 METERS
FIRE HYDRANT, AZMUTH 162-18, 32.31 METERS
POWER POLE TW-1762, AZMUTH 242-02, 44.41 METERS
TWINSBURG 1950, TWINSBURG AZMK, RM1, RM2, ALSO RECOVERED IN GOOD CONDITION
|
2014-03-27 20:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2846 ***********************************************************************
MB2846 DESIGNATION - TWINSBURG RM 3
MB2846 PID - MB2846
MB2846 STATE/COUNTY- OH/SUMMIT
MB2846
MB2846 HORZ DATUM - NAD 83(1986)
MB2846 VERT DATUM - NGVD 29
MB2846
MB2846 POSITION - 41 18 42.35988(N) 081 28 49.35220(W) ADJUSTED
MB2846 83 minus 27 - +00.20031 -00.60286 ADJUSTED
MB2846
MB2846 HEIGHT - 354.9 (meters) 1164. (feet) VERT ANGLE
MB2846 ***********************************************************************
MB2846
MB2846 LAPLACE CORR- 1.52 DEFLEC90
MB2846 GEOID HEIGHT- -34.02 GEOID90
MB2846
MB2846
MB2846 HORZ ORDER - FIRST
MB2846
MB2846
MB2846.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2846.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2846.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2846
MB2846; North East Scale Converg.
MB2846;SPC OH N - 183,181.968 685,374.418 0.99994819 +0 40 11.4 MT
MB2846;UTM 17 - 4,573,478.333 459,790.581 0.99961990 -0 19 01.7 MT
MB2846
MB2846: Primary Azimuth Mark Grid Az
MB2846:SPC OH N - TWINSBURG 1950 AZ MK 093 27
MB2846:UTM 17 - TWINSBURG 1950 AZ MK 094 26
MB2846
MB2846|---------------------------------------------------------------------|
MB2846| Pid Reference Object Distance Geod. AZ |
MB2846| dddmmss.ss|
MB2846| MB2843 TWINSBURG 1950 AZ MK 323.999 METERS 09407 |
MB2846| MB2844 TWINSBURG 1950 AZ MK PTA 315.540 METERS 09407 |
MB2846| MB2845 TWINSBURG 1950 RM 1 64.817 METERS 14747 |
MB2846| MB2830 TWINSBURG 27.187 METERS 15238 |
MB2846| MB2847 TWINSBURG 1950 RM 2 55.720 METERS 19757 |
MB2846|---------------------------------------------------------------------|
MB2846
MB2846_STATION MARK IS A REFERENCE MARK DISK
MB2846_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB2846_THE MARK IS STAMPED: TWINSBURG 1950 NO 3 1977
MB2846
MB2846 HISTORY - Year Condition Recov. By
MB2846 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2846 HISTORY - 1990 GOOD RINKER DETWILER AND ASSOCIATES
MB2846 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB2846
MB2846 STATION DESCRIPTION
MB2846
MB2846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2846'THE STATION IS ABOUT 2 MILES WEST OF TWINSBURG, ON THE NORTH
MB2846'SIDE OF STATE HIGHWAY 82, ON THE HIGH POINT OF A SMALL KNOLL
MB2846'IN A HAY FIELD, AND OWNED BY MR. WILLIAM F. LONG,
MB2846'BOX 161, MACEDONIA, OHIO 44056, TELEPHONE NUMBER
MB2846'467-7341.
MB2846'
MB2846'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
MB2846'480 AND STATE HIGHWAY 82 ABOUT 1/2 MILE WEST OF TWINSBURG, GO
MB2846'WEST ON HIGHWAY 82 FOR 1.05 MILES TO A TRAFFIC LIGHT JUST PAST
MB2846'A CHRYSLER PLANT ON THE LEFT. CONTINUE WEST ON HIGHWAY 82 FOR
MB2846'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON
MB2846'HIGHWAY 82 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
MB2846'
MB2846'STATION MARK, STAMPED---TWINSBURG 1950 NO 3 1977---, IS A
MB2846'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND
MB2846'CONCRETE MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.
MB2846'IT IS 129.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82
MB2846'AND 123 FEET NORTHWEST OF A POWER LINE POLE.
MB2846'
MB2846'TWINSBURG 1950, STAMPED---TWINSBURG 1950---, IS A STANDARD
MB2846'TRIANGULATION STATION DISK SET IN THE TOP OF A 12-INCH SQUARE
MB2846'CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND SURFACE.
MB2846'IT IS 50 FEET NORTH OF THE CENTER OF THE HIGHWAY 82 AND 44 FEET
MB2846'WEST OF THE POWER LINE POLE.
MB2846'
MB2846'REFERENCE MARK 1, STAMPED---TWINSBURG NO 1 1950---, IS A STANDARD
MB2846'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
MB2846'IS FLUSH WITH THE GROUND. IT IS 55.5 FEET SOUTH OF THE CENTER
MB2846'OF HIGHWAY 82, 5.5 FEET SOUTH OF A RAIL FENCE AND 4 FEET EAST
MB2846'OF A 20-INCH MAPLE TREE.
MB2846'
MB2846'REFERENCE MARK 2, STAMPED---TWINSBURG NO 2 1950---, IS A STANDARD
MB2846'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
MB2846'IS FLUSH WITH THE GROUND. IT IS 42 FEET SOUTH OF THE CENTER
MB2846'OF HIGHWAY 82, 39 FEET WEST OF THE CENTER OF A DRIVEWAY AND 1
MB2846'FOOT WEST OF A RAIL FENCE.
MB2846'
MB2846'AZIMUTH MARK, STAMPED---TWINSBURG 1950---, IS A STANDARD
MB2846'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
MB2846'MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND. IT IS
MB2846'44.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82 AND
MB2846'0.5 FEET NORTH OF A METAL WITNESS POST.
MB2846'
MB2846'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 31.8 METERS.
MB2846'
MB2846'DESCRIBED BY V. WILSON.
MB2846'
MB2846
MB2846 STATION RECOVERY (1990)
MB2846
MB2846'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
MB2846'THE STATION IS ABOUT 2 MILES WEST OF TWINSBURG, ON THE NORTH
MB2846'SIDE OF STATE HIGHWAY 82, ON THE HIGH POINT OF A SMALL KNOLL
MB2846'IN A HAY FIELD, AND OWNED BY MR. WILLIAM F. LONG,
MB2846'BOX 161, MACEDONIA, OHIO 44056, TELEPHONE NUMBER
MB2846'467-7341.
MB2846'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
MB2846'480 AND STATE HIGHWAY 82 ABOUT 1/2 MILE WEST OF TWINSBURG, GO
MB2846'WEST ON HIGHWAY 82 FOR 1.05 MILES TO A TRAFFIC LIGHT JUST PAST
MB2846'A CHRYSLER PLANT ON THE LEFT. CONTINUE WEST ON HIGHWAY 82 FOR
MB2846'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON
MB2846'HIGHWAY 82 FOR 0.15 MILE TO THE STATION ON THE RIGHT.
MB2846'STATION MARK, STAMPED---TWINSBURG 1950 NO 3 1977---, IS A
MB2846'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND
MB2846'CONCRETE MONUMENT THAT IS 24 INCHES BELOW THE GROUND SURFACE.
MB2846'IT IS 129.5 FEET NORTH OF THE CENTER OF STATE HIGHWAY 82
MB2846'AND 123 FEET NORTHWEST OF A POWER LINE POLE.
|
|
|
|
|
|
|
|
|
|
|
|
2248598.75
|
600989.875
|
0101000020960E00003EBC669ECB27414129F1AB023B572241
|
true
|
2014-03-28 10:14:00 -0400
|
false
|
41.31176663333333333333
|
-81.48037561111111111111
|
-81.4803756111111
|
41.3117666333332
|
2248599.23751023
|
600989.505218064
|
685374.418341956
|
183181.967554382
|
749
|
749
|
ULIGHT
|
MB1831
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2013 DESTROYED SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
33.61048
|
N
|
81
|
35
|
40.61538
|
W
|
ADJUSTED
|
-33.49
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
149493.158
|
676157.989
|
0.99993966
|
+
|
0
|
35
|
41.3
|
|
MT
|
|
|
|
|
310.4
|
1018.0
|
VERT ANG
|
|
-0.79
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED IN THE EAST PART OF BARBERTON AT THE
INTERSECTION OF THIRD STREET AND ROBINSON AVENUE. IT IS AT THE
SOUTHEAST EDGE OF A PARKING LOT DIRECTLY BEHIND THE ULIGHT JUNIOR
HIGH SCHOOL. OWNERSHIP--SCHOOL PROPERTY.
TO REACH THE STATION FROM THE POST OFFICE AT BARBERTON, GO NORTH ON
THIRD STREET NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS. TURN RIGHT AND
GO EAST ON EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A
CROSSROADS. TURN RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 0.25 KM
(0.15 MI) TO A CROSSROADS. TURN LEFT AND GO EAST ON ROBINSON AVENUE
FOR 0.55 KM (0.35 MI) TO A CROSSROADS. TURN RIGHT AND GO SOUTH ON
THIRD STREET FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT BEHIND
THE ULIGHT SCHOOL.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---ULIGHT 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 40.5 METERS
(133.0 FEET) SSW FROM THE MOST SOUTHEAST CORNER OF THE SCHOOL EAST
WING, 39.0 METERS (128.0 FEET) SSE FROM THE MOST SOUTHWEST CORNER OF
THE SCHOOL EAST WING, 40.5 METERS (133.0 FEET) W FROM THE CENTER OF
THIRD STREET, 35.1 METERS (115.0 FEET) W FROM A POWERLINE POLE, AND
5.2 METERS (17.0 FEET) SE FROM THE SOUTHEAST EDGE OF THE PARKING LOT.
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---ULIGHT 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 31.1 METERS
(102.0 FEET) S FROM THE SOUTH CURB OF ROBINSON AVENUE, 1.2 METERS
(4.0 FEET) E FROM THE EAST CURB OF FIFTH STREET, 3.0 METERS (10.0
FEET) SSE FROM A POWERLINE POLE NUMBERED 276, AND 1.1 METERS (3.5
FEET) NW FROM A CARSONITE WITNESS POST.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON ROBINSON
AVENUE FOR 0.4 KM (0.25 MI) TO A CROSSROADS AND THE MARK IN THE
SOUTHEAST ANGLE OF THE INTERSECTION.
RECOVERY NOTE 2013 SCE- THE SCHOOL HAS BEEN DEMOLISHED AND A NEW SCHOOL BUILT ON THIS SITE
|
2013-10-09 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1831 ***********************************************************************
MB1831 DESIGNATION - ULIGHT
MB1831 PID - MB1831
MB1831 STATE/COUNTY- OH/SUMMIT
MB1831
MB1831 HORZ DATUM - NAD 83(1986)
MB1831 VERT DATUM - NGVD 29
MB1831
MB1831 POSITION - 41 00 33.61048(N) 081 35 40.61538(W) ADJUSTED
MB1831 83 minus 27 - +00.19912 -00.56292 NADCON
MB1831
MB1831 HEIGHT - 310.4 (meters) 1018. (feet) VERT ANGLE
MB1831 ***********************************************************************
MB1831
MB1831 LAPLACE CORR- -0.79 DEFLEC90
MB1831 GEOID HEIGHT- -33.49 GEOID90
MB1831
MB1831
MB1831 HORZ ORDER - FIRST
MB1831
MB1831
MB1831.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1831.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1831.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB1831
MB1831; North East Scale Converg.
MB1831;SPC OH N - 149,493.158 676,157.989 0.99993966 +0 35 41.3 MT
MB1831;UTM 17 - 4,539,963.728 449,998.866 0.99963077 -0 23 24.7 MT
MB1831
MB1831
MB1831
MB1831_STATION MARK IS A TRIANGULATION STATION DISK
MB1831_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1831
MB1831 HISTORY - Year Condition Recov. By
MB1831 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1831
MB1831 STATION DESCRIPTION
MB1831
MB1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1831'THERE ARE NO REFERENCE MARKS AT THIS STATION.
MB1831'
MB1831'THE STATION IS LOCATED IN THE EAST PART OF BARBERTON AT THE
MB1831'INTERSECTION OF THIRD STREET AND ROBINSON AVENUE. IT IS AT THE
MB1831'SOUTHEAST EDGE OF A PARKING LOT DIRECTLY BEHIND THE ULIGHT JUNIOR
MB1831'HIGH SCHOOL. OWNERSHIP--SCHOOL PROPERTY.
MB1831'
MB1831'TO REACH THE STATION FROM THE POST OFFICE AT BARBERTON, GO NORTH ON
MB1831'THIRD STREET NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS. TURN RIGHT AND
MB1831'GO EAST ON EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A
MB1831'CROSSROADS. TURN RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 0.25 KM
MB1831'(0.15 MI) TO A CROSSROADS. TURN LEFT AND GO EAST ON ROBINSON AVENUE
MB1831'FOR 0.55 KM (0.35 MI) TO A CROSSROADS. TURN RIGHT AND GO SOUTH ON
MB1831'THIRD STREET FOR 0.1 KM (0.05 MI) TO THE STATION ON THE RIGHT BEHIND
MB1831'THE ULIGHT SCHOOL.
MB1831'
MB1831'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
MB1831'---ULIGHT 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
MB1831'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 40.5 METERS
MB1831'(133.0 FEET) SSW FROM THE MOST SOUTHEAST CORNER OF THE SCHOOL EAST
MB1831'WING, 39.0 METERS (128.0 FEET) SSE FROM THE MOST SOUTHWEST CORNER OF
MB1831'THE SCHOOL EAST WING, 40.5 METERS (133.0 FEET) W FROM THE CENTER OF
MB1831'THIRD STREET, 35.1 METERS (115.0 FEET) W FROM A POWERLINE POLE, AND
MB1831'5.2 METERS (17.0 FEET) SE FROM THE SOUTHEAST EDGE OF THE PARKING LOT.
MB1831'
MB1831'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
MB1831'---ULIGHT 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
MB1831'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 31.1 METERS
MB1831'(102.0 FEET) S FROM THE SOUTH CURB OF ROBINSON AVENUE, 1.2 METERS
MB1831'(4.0 FEET) E FROM THE EAST CURB OF FIFTH STREET, 3.0 METERS (10.0
MB1831'FEET) SSE FROM A POWERLINE POLE NUMBERED 276, AND 1.1 METERS (3.5
MB1831'FEET) NW FROM A CARSONITE WITNESS POST.
MB1831'
MB1831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON ROBINSON
MB1831'AVENUE FOR 0.4 KM (0.25 MI) TO A CROSSROADS AND THE MARK IN THE
MB1831'SOUTHEAST ANGLE OF THE INTERSECTION.
MB1831'
|
|
|
|
|
|
|
|
|
|
|
|
2218362.5
|
490461.53125
|
0101000020960E0000D2257AD5BCEC4041CCC6CB8B78EF1D41
|
true
|
2013-10-16 04:48:00 -0400
|
false
|
41.00933624444444444444
|
-81.59461538333333333333
|
-81.5946153833333
|
41.0093362444443
|
2218361.66779015
|
490462.136519533
|
676157.988658416
|
149493.158197453
|
750
|
750
|
ULIGHT AZ MK
|
MB1832
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
Disk in Concrete
|
ULLIGHT 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
0
|
35.87792
|
N
|
81
|
35
|
23.27484
|
W
|
ADJUSTED
|
-33.49
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
149567.314
|
676562.419
|
0.99993965
|
+
|
0
|
35
|
52.6
|
|
MT
|
|
|
|
|
316.9
|
1040.0
|
VERT ANG
|
|
-0.78
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED IN THE EAST PART OF BARBERTON AT THE
INTERSECTION OF ROBINSON AVENUE AND FIFTH STREET. OWNERSHIP--ROAD
RIGHT-OF-WAY.
TO REACH FROM THE POST OFFICE AT BARBERTON, GO NORTH ON THIRD STREET
NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS. TURN RIGHT AND GO EAST ON
EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A CROSSROADS. TURN
RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 0.25 KM (0.15 MI) TO A
CROSSROADS. TURN LEFT AND GO EAST ON ROBINSON AVENUE FOR 0.95 KM
(0.6 MI) TO A CROSSROADS AND THE STATION ON THE RIGHT.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED
---ULIGHT 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 31.1
METERS (102 FEET) SOUTH FROM THE SOUTH CURB OF ROBINSON AVENUE, 1.2
METERS (4 FEET) EAST FROM THE EAST CURB OF FIFTH STREET, 3.0 METERS
(10 FEET) SOUTH-SOUTHWEST FROM A POWERLINE POLE NUMBERED BA-276 AND
20.4 FEET NORTH-WEST OF A STEEL LIGHT POLE.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1832 ***********************************************************************
MB1832 DESIGNATION - ULIGHT AZ MK
MB1832 PID - MB1832
MB1832 STATE/COUNTY- OH/SUMMIT
MB1832
MB1832 HORZ DATUM - NAD 83(1986)
MB1832 VERT DATUM - NGVD 29
MB1832
MB1832 POSITION - 41 00 35.87792(N) 081 35 23.27484(W) ADJUSTED
MB1832 83 minus 27 - +00.19922 -00.56400 NADCON
MB1832
MB1832 HEIGHT - 316.9 (meters) 1040. (feet) VERT ANGLE
MB1832 ***********************************************************************
MB1832
MB1832 LAPLACE CORR- -0.78 DEFLEC90
MB1832 GEOID HEIGHT- -33.49 GEOID90
MB1832
MB1832
MB1832 HORZ ORDER - SECOND
MB1832
MB1832
MB1832.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1832.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1832.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB1832.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB1832
MB1832; North East Scale Converg.
MB1832;SPC OH N - 149,567.314 676,562.419 0.99993965 +0 35 52.6 MT
MB1832;UTM 17 - 4,540,030.900 450,404.386 0.99963027 -0 23 13.3 MT
MB1832
MB1832
MB1832
MB1832_STATION MARK IS AN AZIMUTH MARK DISK
MB1832_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1832
MB1832 HISTORY - Year Condition Recov. By
MB1832 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1832 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1832
MB1832 STATION DESCRIPTION
MB1832
MB1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1832'THE STATION IS LOCATED IN THE EAST PART OF BARBERTON AT THE
MB1832'INTERSECTION OF ROBINSON AVENUE AND FIFTH STREET. OWNERSHIP--ROAD
MB1832'RIGHT-OF-WAY.
MB1832'
MB1832'TO REACH FROM THE POST OFFICE AT BARBERTON, GO NORTH ON THIRD STREET
MB1832'NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS. TURN RIGHT AND GO EAST ON
MB1832'EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A CROSSROADS. TURN
MB1832'RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 0.25 KM (0.15 MI) TO A
MB1832'CROSSROADS. TURN LEFT AND GO EAST ON ROBINSON AVENUE FOR 0.95 KM
MB1832'(0.6 MI) TO A CROSSROADS AND THE STATION ON THE RIGHT.
MB1832'
MB1832'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED
MB1832'---ULIGHT 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
MB1832'MONUMENT WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 31.1
MB1832'METERS (102 FEET) SOUTH FROM THE SOUTH CURB OF ROBINSON AVENUE, 1.2
MB1832'METERS (4 FEET) EAST FROM THE EAST CURB OF FIFTH STREET, 3.0 METERS
MB1832'(10 FEET) SOUTH-SOUTHWEST FROM A POWERLINE POLE NUMBERED 270 AND 1.1
MB1832'METERS (3.5 FEET) NORTHWEST FROM A WITNESS POST.
MB1832'
|
|
|
|
|
|
|
|
|
|
|
|
2219688.75
|
490706.0625
|
0101000020960E0000ADD19B4454EF4041D6CBB7B845F31D41
|
true
|
2013-08-06 10:17:00 -0400
|
false
|
41.00996608888888888889
|
-81.58979856666666666666
|
-81.5897985666667
|
41.0099660888887
|
2219688.53600522
|
490705.430388627
|
676562.418899228
|
149567.314317064
|
751
|
751
|
UNIVERSITY
|
MB2887
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1957 US GEOLOGICAL SURVEY
HISTORY - 2013 DESTROYED SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
4
|
33.54154
|
N
|
81
|
30
|
42.29326
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
|
OH N
|
156969.429
|
683044.363
|
0.99993915
|
+
|
0
|
38
|
57.2
|
|
MT
|
|
|
|
|
328.0
|
1076.0
|
SCALED
|
|
-0.23
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS LOCATED IN THE CITY OF AKRON, ON UNIVERSITY OF AKRON
CAMPUS. IT IS 117.2 FEET W
OF THE NW CORNER OF BUCHTEL HALL BUILDING, 32.3 FEET
SE OF A LIGHT POST, 12.8 FEET S
OF S EDGE OF AN E-W SIDEWALK.
THE DISK IS STAMPED UNIVERSITY 1943 AND IS FLUSH
WITH THE GROUND.
SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
SET IN CONCRETE.
REFERENCE MARK 1 IS 91.58 FEET ESE OF STATION, 25.7 FEET WNW
OF NW CORNER OF
BUCHTEL HALL BUILDING, 12.7 FEET S OF S EDGE OF
AN E-W SIDEWALK, AND 4.9 FEET W OF
W CURB OF DRIVEWAY. THE DISK,
WITH ARROW POINTING TO THE STATION, IS STAMPED
UNIVERSITY NO 1
1943.
REFERENCE MARK 2 IS 81.82 FEET W OF STATION, 68.4 FEET E OF
NE CORNER OF
GYMNASIUM BUILDING, 37.5 FEET N OF A LIGHT POST, AND
5.3 FEET S OF S EDGE OF
SIDEWALK. THE DISK, WITH ARROW POINTING
TO STATION, IS STAMPED UNIVERSITY NO 2
1943.
NO SUITABLE SITE AVAILABLE FOR AN AZIMUTH MARK.
HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
STATION WAS DESTROYED AT THE TIME THEY REMOVED A TEMPORARY
BUILDING AT THE
SITE OF THE STATION. THE REFERENCE MARKS WERE
SEARCHED FOR BUT NOT FOUND.
|
2013-10-09 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2887 ***********************************************************************
MB2887 DESIGNATION - UNIVERSITY
MB2887 PID - MB2887
MB2887 STATE/COUNTY- OH/SUMMIT
MB2887
MB2887 HORZ DATUM - NAD 83(1986)
MB2887 VERT DATUM - NGVD 29
MB2887
MB2887 POSITION - 41 04 33.54154(N) 081 30 42.29326(W) ADJUSTED
MB2887 83 minus 27 - +00.19950 -00.57320 ADJUSTED
MB2887
MB2887 HEIGHT - 328. (meters) 1076. (feet) SCALED
MB2887 ***********************************************************************
MB2887
MB2887 LAPLACE CORR- -0.23 DEFLEC90
MB2887 GEOID HEIGHT- -33.62 GEOID90
MB2887
MB2887
MB2887 HORZ ORDER - SECOND
MB2887
MB2887
MB2887.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2887.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2887.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
MB2887
MB2887; North East Scale Converg.
MB2887;SPC OH N - 156,969.429 683,044.363 0.99993915 +0 38 57.2 MT
MB2887;UTM 17 - 4,547,318.183 457,010.584 0.99962274 -0 20 10.5 MT
MB2887
MB2887: Primary Azimuth Mark Grid Az
MB2887:SPC OH N - HOME 025 54 12.5
MB2887:UTM 17 - HOME 026 53 20.2
MB2887
MB2887|---------------------------------------------------------------------|
MB2887| Pid Reference Object Distance Geod. AZ |
MB2887| dddmmss.ss|
MB2887| MB1097 HOME APPROX. 4.5 KM 0263309.7 |
MB2887| UNIVERSITY RM 1 27.914 METERS 08934 |
MB2887| UNIVERSITY RM 2 24.939 METERS 25020 |
MB2887|---------------------------------------------------------------------|
MB2887
MB2887
MB2887 HISTORY - Year Condition Recov. By
MB2887 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2887 HISTORY - 1957 US GEOLOGICAL SURVEY
MB2887
MB2887 STATION DESCRIPTION
MB2887
MB2887'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2887'STATION IS LOCATED IN THE CITY OF AKRON, ON UNIVERSITY OF AKRON
MB2887'CAMPUS. IT IS 117.2 FEET W
MB2887'OF THE NW CORNER OF BUCHTEL HALL BUILDING, 32.3 FEET
MB2887'SE OF A LIGHT POST, 12.8 FEET S
MB2887'OF S EDGE OF AN E-W SIDEWALK.
MB2887'THE DISK IS STAMPED UNIVERSITY 1943 AND IS FLUSH
MB2887'WITH THE GROUND.
MB2887'
MB2887'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
MB2887'SET IN CONCRETE.
MB2887'
MB2887'REFERENCE MARK 1 IS 91.58 FEET ESE OF STATION, 25.7 FEET WNW
MB2887'OF NW CORNER OF
MB2887'BUCHTEL HALL BUILDING, 12.7 FEET S OF S EDGE OF
MB2887'AN E-W SIDEWALK, AND 4.9 FEET W OF
MB2887'W CURB OF DRIVEWAY. THE DISK,
MB2887'WITH ARROW POINTING TO THE STATION, IS STAMPED
MB2887'UNIVERSITY NO 1
MB2887'1943.
MB2887'
MB2887'REFERENCE MARK 2 IS 81.82 FEET W OF STATION, 68.4 FEET E OF
MB2887'NE CORNER OF
MB2887'GYMNASIUM BUILDING, 37.5 FEET N OF A LIGHT POST, AND
MB2887'5.3 FEET S OF S EDGE OF
MB2887'SIDEWALK. THE DISK, WITH ARROW POINTING
MB2887'TO STATION, IS STAMPED UNIVERSITY NO 2
MB2887'1943.
MB2887'
MB2887'NO SUITABLE SITE AVAILABLE FOR AN AZIMUTH MARK.
MB2887'
MB2887'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
MB2887'
MB2887
MB2887 STATION RECOVERY (1957)
MB2887
MB2887'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
MB2887'STATION WAS DESTROYED AT THE TIME THEY REMOVED A TEMPORARY
MB2887'BUILDING AT THE
MB2887'SITE OF THE STATION. THE REFERENCE MARKS WERE
MB2887'SEARCHED FOR BUT NOT FOUND.
MB2887'
|
|
|
|
|
|
|
|
|
|
|
|
2240954.5
|
514990.96875
|
0101000020960E00000555995BDD184141AC047423BA6E1F41
|
true
|
2013-10-16 04:49:00 -0400
|
false
|
41.07598376111111111111
|
-81.51174812777777777778
|
-81.5117481277778
|
41.075983761111
|
2240954.71561682
|
514990.534622262
|
683044.363408735
|
156969.428891708
|
759
|
759
|
VORIS C OF A 1963
|
MB2932
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2013 DESTROYED SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
49.89851
|
N
|
81
|
30
|
49.41085
|
W
|
ADJUSTED
|
-33.55
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
151920.021
|
682935.314
|
0.99993935
|
+
|
0
|
38
|
52.6
|
|
MT
|
|
|
|
|
335.4
|
1100.0
|
VERT ANG
|
|
-0.51
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ON THE ROOF OF THE VORIS ELEMENTARY SCHOOL, AT
THE NORTHWEST ANGLE OF THE
INTERSECTION OF SOUTH FIRESTONE BOULEVARD AND WATERLOO ROAD, ABOUT 3
1/2 MILES SOUTH OF DOWNTOWN
AKRON. IT IS A CITY OF AKRON DISK STAMPED VORIS, SET IN
THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
PROJECTS 4 INCHES ABOVE THE ROOF OF THE
BUILDING. IT IS 2.6 FEET WEST OF AN EAST WALL OF THE BUILDING,
36.8 FEET NORTHEAST OF THE
NORTHEAST CORNER OF A CHIMNEY, 68.5 FEET EAST-NORTHEAST OF THE
SOUTHWEST CORNER OF THE BUILDING,
AND 24 FEET NORTH OF A SOUTHEAST CORNER OF THE BUILDING.
RECOVERY NOTE 2013 SCE- SCHOOL HAS BEEN DESTROYED
|
2013-10-09 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2932 ***********************************************************************
MB2932 DESIGNATION - VORIS C OF A 1963
MB2932 PID - MB2932
MB2932 STATE/COUNTY- OH/SUMMIT
MB2932
MB2932 HORZ DATUM - NAD 83(1986)
MB2932 VERT DATUM - NGVD 29
MB2932
MB2932 POSITION - 41 01 49.89851(N) 081 30 49.41085(W) ADJUSTED
MB2932 83 minus 27 - +00.20009 -00.57843 ADJUSTED
MB2932
MB2932 HEIGHT - 335.4 (meters) 1100. (feet) VERT ANGLE
MB2932 ***********************************************************************
MB2932
MB2932 LAPLACE CORR- -0.51 DEFLEC90
MB2932 GEOID HEIGHT- -33.55 GEOID90
MB2932
MB2932
MB2932 HORZ ORDER - FIRST
MB2932
MB2932
MB2932.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2932.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2932.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2932
MB2932; North East Scale Converg.
MB2932;SPC OH N - 151,920.021 682,935.314 0.99993935 +0 38 52.6 MT
MB2932;UTM 17 - 4,542,272.993 456,814.780 0.99962295 -0 20 14.1 MT
MB2932
MB2932: Primary Azimuth Mark Grid Az
MB2932:SPC OH N - AKRON RADIO STA WAKR SW MAST 138 09 27.4
MB2932:UTM 17 - AKRON RADIO STA WAKR SW MAST 139 08 34.1
MB2932
MB2932|---------------------------------------------------------------------|
MB2932| Pid Reference Object Distance Geod. AZ |
MB2932| dddmmss.ss|
MB2932| MB1425 VORIS ECC C OF A 1.990 METERS 09511 |
MB2932| MB2897 AKRON RADIO STA WAKR SW MAST APPROX. 1.3 KM 1384820.0 |
MB2932| MB2894 AKRON RADIO STA WAKR NW MAST APPROX. 1.2 KM 1384820.5 |
MB2932| MB2877 AKRON FIRESTONE CC WATER TANK APPROX. 2.5 KM 1703426.3 |
MB2932|---------------------------------------------------------------------|
MB2932
MB2932
MB2932 HISTORY - Year Condition Recov. By
MB2932 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2932
MB2932 STATION DESCRIPTION
MB2932
MB2932'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2932'THE STATION IS LOCATED ON THE ROOF OF THE VORIS ELEMENTARY SCHOOL, AT
MB2932'THE NORTHWEST ANGLE OF THE
MB2932'INTERSECTION OF SOUTH FIRESTONE BOULEVARD AND WATERLOO ROAD, ABOUT 3
MB2932'1/2 MILES SOUTH OF DOWNTOWN
MB2932'AKRON. IT IS A CITY OF AKRON DISK STAMPED VORIS, SET IN
MB2932'THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
MB2932'PROJECTS 4 INCHES ABOVE THE ROOF OF THE
MB2932'BUILDING. IT IS 2.6 FEET WEST OF AN EAST WALL OF THE BUILDING,
MB2932'36.8 FEET NORTHEAST OF THE
MB2932'NORTHEAST CORNER OF A CHIMNEY, 68.5 FEET EAST-NORTHEAST OF THE
MB2932'SOUTHWEST CORNER OF THE BUILDING,
MB2932'AND 24 FEET NORTH OF A SOUTHEAST CORNER OF THE BUILDING.
MB2932'
|
|
|
|
|
|
|
|
|
|
|
|
2240597.0
|
498424.875
|
0101000020960E0000C7608D782A18414147B3E011E16B1E41
|
true
|
2013-10-16 04:54:00 -0400
|
false
|
41.03052736388888888889
|
-81.51372523611111111111
|
-81.5137252361111
|
41.0305273638887
|
2240596.94181452
|
498424.267458726
|
682935.313735691
|
151920.020561444
|
770
|
770
|
CLEWELL AZ MK
|
KY2996
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
CLEWELL 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
57
|
50.34264
|
N
|
81
|
35
|
43.22042
|
W
|
ADJUSTED
|
-33.43
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
144456.574
|
676149.361
|
0.99994077
|
+
|
0
|
35
|
39.5
|
|
MT
|
|
|
|
|
332.6
|
1091.0
|
VERT ANG
|
|
-0.88
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 8.5 KM (5.25 MI) EAST FROM DOYLESTOWN
5.25 KM (3.25 MI) SOUTH-SOUTHEAST FROM BARBERTON AND 6 KM (3.75 MI)
NORTHEAST FROM CLINTON. OWNERSHIP--ROAD RIGHT-OF-WAY.
TO REACH FROM THE POST OFFICE AT BARBERTON, GO NORTH ON THIRD STREET
NORTHWEST FOR 0.5 BLOCK TO A CROSSROADS. TURN RIGHT AND GO EAST ON
EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A CROSSROADS. TURN
RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM (2.65 MI) TO A
CROSSROADS. TURN LEFT AND GO EAST ON VANDERHOOF ROAD FOR 0.95 KM
(0.6 MI) TO A SIDR ROAD RIGHT. TURN RIGHT AND GO SOUTH ON GROVE ROAD
FOR 0.8 KM (0.5 MI) TO A CROSSROADS. TURN RIGHT AND GO WEST ON JOHNS
ROAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT ATOP A SMALL
CUTBANK.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
STAMPED---CLEWELL 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
CONCRETE MONUMENT WHICH PROJECT 5 CM (2-INCHES). IT IS 37.2 METERS
(122 FEET) NORTHEAST FROM THE NORTHEAST CORNER OF A HOUSE OWNED BY
MR. FOREST DANIELS, 1944 JOHNS ROAD, 5.9 METERS (19.5 FEET) SOUTH
FROM THE CENTER OF JOHNS ROAD, 6.6 METERS (21.5 FEET) WEST FROM A
POWERLINE POLE AND 1.1 METER (3.5 FEET SOUTHEAST FROM A WITNESS POST.
GOOD FOR GPS.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2996 ***********************************************************************
KY2996 DESIGNATION - CLEWELL AZ MK
KY2996 PID - KY2996
KY2996 STATE/COUNTY- OH/SUMMIT
KY2996
KY2996 HORZ DATUM - NAD 83(1986)
KY2996 VERT DATUM - NGVD 29
KY2996
KY2996 POSITION - 40 57 50.34264(N) 081 35 43.22042(W) ADJUSTED
KY2996 83 minus 27 - +00.20017 -00.56100 NADCON
KY2996
KY2996 HEIGHT - 332.6 (meters) 1091. (feet) VERT ANGLE
KY2996 ***********************************************************************
KY2996
KY2996 LAPLACE CORR- -0.88 DEFLEC90
KY2996 GEOID HEIGHT- -33.43 GEOID90
KY2996
KY2996
KY2996 HORZ ORDER - SECOND
KY2996
KY2996
KY2996.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY2996.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2996.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY2996.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY2996
KY2996; North East Scale Converg.
KY2996;SPC OH N - 144,456.574 676,149.361 0.99994077 +0 35 39.5 MT
KY2996;UTM 17 - 4,534,929.594 449,903.705 0.99963089 -0 23 25.1 MT
KY2996
KY2996
KY2996
KY2996_STATION MARK IS AN AZIMUTH MARK DISK
KY2996_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2996
KY2996 HISTORY - Year Condition Recov. By
KY2996 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2996 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY2996
KY2996 STATION DESCRIPTION
KY2996
KY2996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2996'THE STATION IS LOCATED ABOUT 8.5 KM (5.25 MI) EAST FROM DOYLESTOWN
KY2996'5.25 KM (3.25 MI) SOUTH-SOUTHEAST FROM BARBERTON AND 6 KM (3.75 MI)
KY2996'NORTHEAST FROM CLINTON. OWNERSHIP--ROAD RIGHT-OF-WAY.
KY2996'
KY2996'TO REACH FROM THE POST OFFICE AT BARBERTON, GO NORTH ON THIRD STREET
KY2996'NORTHWEST FOR 0.5 BLOCK TO A CROSSROADS. TURN RIGHT AND GO EAST ON
KY2996'EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A CROSSROADS. TURN
KY2996'RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM (2.65 MI) TO A
KY2996'CROSSROADS. TURN LEFT AND GO EAST ON VANDERHOOF ROAD FOR 0.95 KM
KY2996'(0.6 MI) TO A SIDR ROAD RIGHT. TURN RIGHT AND GO SOUTH ON GROVE ROAD
KY2996'FOR 0.8 KM (0.5 MI) TO A CROSSROADS. TURN RIGHT AND GO WEST ON JOHNS
KY2996'ROAD FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT ATOP A SMALL
KY2996'CUTBANK.
KY2996'
KY2996'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK
KY2996'STAMPED---CLEWELL 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND
KY2996'CONCRETE MONUMENT WHICH PROJECT 5 CM (2-INCHES). IT IS 37.2 METERS
KY2996'(122 FEET) NORTHEAST FROM THE NORTHEAST CORNER OF A HOUSE OWNED BY
KY2996'MR. FOREST DANIELS, 1944 JOHNS ROAD, 5.9 METERS (19.5 FEET) SOUTH
KY2996'FROM THE CENTER OF JOHNS ROAD, 6.6 METERS (21.5 FEET) WEST FROM A
KY2996'POWERLINE POLE AND 1.1 METER (3.5 FEET SOUTHEAST FROM A WITNESS POST.
KY2996'
|
|
|
|
|
|
|
|
|
|
|
|
2218334.0
|
473938.4375
|
0101000020960E0000A89945AEAEEC4041F09DD0C547ED1C41
|
true
|
2013-09-03 02:49:00 -0400
|
false
|
40.96398406666666666667
|
-81.59533900555555555555
|
-81.5953390055556
|
40.9639840666665
|
2218333.36149903
|
473937.943178623
|
676149.360883625
|
144456.573993975
|
771
|
771
|
CLOCK C OF A 1963
|
MB2705
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2014 UNABLE TO LOCATE, ON ROOF OF BLDG. SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
33.33797
|
N
|
81
|
28
|
35.19981
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
155146.686
|
686032.653
|
0.99993915
|
+
|
0
|
40
|
20.7
|
|
MT
|
|
|
|
|
359.9
|
1181.0
|
VERT ANG
|
|
-0.38
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF DOWNTOWN AKRON,
AT 200 MARTIN AVENUE, ON THE
ROOF OF THE CLOCKTOWER OF THE GOODYEAR RUBBER COMPANY PLANT NO. 2.
IT IS A CITY OF AKRON DISK STAMPED
CLOCK, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
POST THAT PROJECTS 4 INCHES ABOVE THE ROOF. IT IS
16.8 FEET SOUTH OF THE NORTHEAST
OF THE CLOCKTOWER, 11 FEET NORTH OF THE SOUTHEAST CORNER OF THE
CLOCKTOWER, 11.3 FEET EAST OF THE
EAST SIDE OF THE FLAGPOLE, AND 2.5 FEET WEST OF THE EAST WALL OF THE
CLOCKTOWER.
|
2014-04-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2705 ***********************************************************************
MB2705 DESIGNATION - CLOCK C OF A 1963
MB2705 PID - MB2705
MB2705 STATE/COUNTY- OH/SUMMIT
MB2705
MB2705 HORZ DATUM - NAD 83(1986)
MB2705 VERT DATUM - NGVD 29
MB2705
MB2705 POSITION - 41 03 33.33797(N) 081 28 35.19981(W) ADJUSTED
MB2705 83 minus 27 - +00.20203 -00.58064 ADJUSTED
MB2705
MB2705 HEIGHT - 359.9 (meters) 1181. (feet) VERT ANGLE
MB2705 ***********************************************************************
MB2705
MB2705 LAPLACE CORR- -0.38 DEFLEC90
MB2705 GEOID HEIGHT- -33.59 GEOID90
MB2705
MB2705
MB2705 HORZ ORDER - FIRST
MB2705
MB2705
MB2705.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2705.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2705.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2705
MB2705; North East Scale Converg.
MB2705;SPC OH N - 155,146.686 686,032.653 0.99993915 +0 40 20.7 MT
MB2705;UTM 17 - 4,545,444.912 459,966.143 0.99961973 -0 18 46.6 MT
MB2705
MB2705: Primary Azimuth Mark Grid Az
MB2705:SPC OH N - HEIGHTS 021 42 58.1
MB2705:UTM 17 - HEIGHTS 022 42 05.4
MB2705
MB2705|---------------------------------------------------------------------|
MB2705| Pid Reference Object Distance Geod. AZ |
MB2705| dddmmss.ss|
MB2705| MB2698 HEIGHTS APPROX. 1.7 KM 0222318.8 |
MB2705|---------------------------------------------------------------------|
MB2705
MB2705
MB2705 HISTORY - Year Condition Recov. By
MB2705 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2705
MB2705 STATION DESCRIPTION
MB2705
MB2705'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2705'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF DOWNTOWN AKRON,
MB2705'AT 200 MARTIN AVENUE, ON THE
MB2705'ROOF OF THE CLOCKTOWER OF THE GOODYEAR RUBBER COMPANY PLANT NO. 2.
MB2705'IT IS A CITY OF AKRON DISK STAMPED
MB2705'CLOCK, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
MB2705'POST THAT PROJECTS 4 INCHES ABOVE THE ROOF. IT IS
MB2705'16.8 FEET SOUTH OF THE NORTHEAST
MB2705'OF THE CLOCKTOWER, 11 FEET NORTH OF THE SOUTHEAST CORNER OF THE
MB2705'CLOCKTOWER, 11.3 FEET EAST OF THE
MB2705'EAST SIDE OF THE FLAGPOLE, AND 2.5 FEET WEST OF THE EAST WALL OF THE
MB2705'CLOCKTOWER.
MB2705'
|
|
|
|
|
|
|
|
|
|
|
|
2250757.75
|
509010.6875
|
0101000020960E000007C0A565032C4141B02EF8AB49111F41
|
true
|
2014-05-15 04:04:00 -0400
|
false
|
41.05926054722222222222
|
-81.47644439166666666667
|
-81.4764443916667
|
41.0592605472221
|
2250758.79412079
|
509010.417938928
|
686032.652513322
|
155146.685681141
|
777
|
777
|
CP 108
|
MB3061
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 108
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MON COSE SURVEY CREW 2018 GOOD COND
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
49.64963
|
N
|
81
|
41
|
15.38106
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
157313.741
|
668262.607
|
0.99993917
|
+
|
0
|
32
|
1.3
|
|
MT
|
|
|
|
|
323.9
|
1063.0
|
VERT ANG
|
|
-0.43
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.9 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224 AND 76
AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.75 MILES TO
ITS INTERSECTION WITH ROUTE 207. TURN LEFT AND PROCEED WEST ALONG
ROUTE 207 1.23 MILES TO ITS INTERSECTION WITH MEDINA LINE ROAD. TURN
LEFT AND PROCEED SOUTH ALONG MEDINA LINE ROAD 0.17 MILES TO THE
STATION ON THE RIGHT 225 FEET SOUTH OF THE INTERSECTION OF MEDINA LINE
ROAD AND FIXLER ROAD.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED CP-108. THE STATION IS
40.0 FEET SOUTH OF A POWER POLE #1218/27, 27.0 FEET WEST FROM THE CENTERLINE OF
MEDINA LINE ROAD AND 2.5 FEET NORTHEAST FROM A 2 INCH IRON PIPE. THE
STATION IS 293.06 METERS (961') FROM STATION CP-109.
GOOD GPS
|
2018-08-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3061 ***********************************************************************
MB3061 DESIGNATION - CP 108
MB3061 PID - MB3061
MB3061 STATE/COUNTY- OH/SUMMIT
MB3061
MB3061 HORZ DATUM - NAD 83(1986)
MB3061 VERT DATUM - NGVD 29
MB3061
MB3061 POSITION - 41 04 49.64963(N) 081 41 15.38106(W) ADJUSTED
MB3061 83 minus 27 - +00.19690 -00.54345 NADCON
MB3061
MB3061 HEIGHT - 323.9 (meters) 1063. (feet) VERT ANGLE
MB3061 ***********************************************************************
MB3061
MB3061 LAPLACE CORR- -0.43 DEFLEC90
MB3061 GEOID HEIGHT- -33.59 GEOID90
MB3061
MB3061
MB3061 HORZ ORDER - FIRST
MB3061
MB3061
MB3061.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3061.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3061.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3061
MB3061; North East Scale Converg.
MB3061;SPC OH N - 157,313.741 668,262.607 0.99993917 +0 32 01.3 MT
MB3061;UTM 17 - 4,547,916.501 442,241.482 0.99964106 -0 27 06.7 MT
MB3061
MB3061: Primary Azimuth Mark Grid Az
MB3061:SPC OH N - CP 109 071 02
MB3061:UTM 17 - CP 109 072 01
MB3061
MB3061|---------------------------------------------------------------------|
MB3061| Pid Reference Object Distance Geod. AZ |
MB3061| dddmmss.ss|
MB3061| MB3062 CP 109 293.045 METERS 07134 |
MB3061|---------------------------------------------------------------------|
MB3061
MB3061_STATION MARK IS A SURVEY DISK
MB3061_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3061_THE MARK IS STAMPED: CP-108
MB3061
MB3061 HISTORY - Year Condition Recov. By
MB3061 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3061 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
MB3061
MB3061 STATION DESCRIPTION
MB3061
MB3061'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3061'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.9 MILES
MB3061'NORTHWEST OF THE CITY OF AKRON.
MB3061'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224 AND 76
MB3061'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.75 MILES TO
MB3061'ITS INTERSECTION WITH ROUTE 207. TURN LEFT AND PROCEED WEST ALONG
MB3061'ROUTE 207 1.23 MILES TO ITS INTERSECTION WITH MEDINA LINE ROAD. TURN
MB3061'LEFT AND PROCEED SOUTH ALONG MEDINA LINE ROAD 0.17 MILES TO THE
MB3061'STATION ON THE RIGHT 225 FEET SOUTH OF THE INTERSECTION OF MEDINA LINE
MB3061'ROAD AND FIXLER ROAD.
MB3061'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3061'CONCRETE FLUSH WITH THE GROUND AND STAMPED CP-108. THE STATION IS
MB3061'40.0 FEET SOUTH OF A POWER POLE, 27.0 FEET WEST FROM THE CENTERLINE OF
MB3061'MEDINA LINE ROAD AND 2.5 FEET NORTHEAST FROM A 2 INCH IRON PIPE. THE
MB3061'STATION IS 293.06 METERS FROM STATION CP-109.
|
|
|
|
|
|
|
|
|
|
|
|
2192458.0
|
516120.65625
|
0101000020960E00006646431E25BA4041DE8317A860801F41
|
true
|
2011-02-04 04:51:00 -0500
|
false
|
41.08045823055555555556
|
-81.68760585
|
-81.68760585
|
41.0804582305554
|
2192458.23642807
|
516120.164152203
|
668262.60698849
|
157313.740661059
|
778
|
778
|
CP 109
|
MB3062
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 109
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1998 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE COSE SURVEY FIELD CREW HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
52.65314
|
N
|
81
|
41
|
3.47085
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
157408.98
|
668539.725
|
0.99993917
|
+
|
0
|
32
|
9.2
|
|
MT
|
|
|
|
|
310.8
|
1020.0
|
VERT ANG
|
|
-0.45
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.9 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224 AND 76
AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.75 MILES TO
ITS INTERSECTION WITH ROUTE 207 (MINOR ROAD). TURN LEFT AND PROCEED
WEST ALONG ROUTE 207 (MINOR ROAD) 1.0 MILES TO THE STATION ON THE
RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED CP-109. THE STATION IS
18.0 FEET NORTH FROM THE CENTERLINE OF MINOR ROAD, 62.0 FEET WEST FROM
POWER POLE#63BX/3-34, 2.0 FEET SOUTH FROM METAL WITNESS POST AND 13.0 FEET
SOUTHWEST FROM AN IRON GATE POST. THE STATION IS 293.06 METERS (961') FROM
STATION CP-108. GOOD GPS.
|
2018-08-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3062 ***********************************************************************
MB3062 DESIGNATION - CP 109
MB3062 PID - MB3062
MB3062 STATE/COUNTY- OH/SUMMIT
MB3062
MB3062 HORZ DATUM - NAD 83(1986)
MB3062 VERT DATUM - NGVD 29
MB3062
MB3062 POSITION - 41 04 52.65314(N) 081 41 03.47085(W) ADJUSTED
MB3062 83 minus 27 - +00.19698 -00.54420 NADCON
MB3062
MB3062 HEIGHT - 310.8 (meters) 1020. (feet) VERT ANGLE
MB3062 ***********************************************************************
MB3062
MB3062 LAPLACE CORR- -0.45 DEFLEC90
MB3062 GEOID HEIGHT- -33.59 GEOID90
MB3062
MB3062
MB3062 HORZ ORDER - THIRD
MB3062
MB3062
MB3062.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3062.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3062.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB3062
MB3062; North East Scale Converg.
MB3062;SPC OH N - 157,408.980 668,539.725 0.99993917 +0 32 09.2 MT
MB3062;UTM 17 - 4,548,006.933 442,520.114 0.99964066 -0 26 58.9 MT
MB3062
MB3062: Primary Azimuth Mark Grid Az
MB3062:SPC OH N - CP 108 251 02
MB3062:UTM 17 - CP 108 252 01
MB3062
MB3062|---------------------------------------------------------------------|
MB3062| Pid Reference Object Distance Geod. AZ |
MB3062| dddmmss.ss|
MB3062| MB3061 CP 108 293.045 METERS 25134 |
MB3062|---------------------------------------------------------------------|
MB3062
MB3062_STATION MARK IS A SURVEY DISK
MB3062_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3062_THE MARK IS STAMPED: CP-109
MB3062
MB3062 HISTORY - Year Condition Recov. By
MB3062 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3062 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
MB3062
MB3062 STATION DESCRIPTION
MB3062
MB3062'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3062'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.9 MILES
MB3062'NORTHWEST OF THE CITY OF AKRON.
MB3062'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 224 AND 76
MB3062'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.75 MILES TO
MB3062'ITS INTERSECTION WITH ROUTE 207 (MINOR ROAD). TURN LEFT AND PROCEED
MB3062'WEST ALONG ROUTE 207 (MINOR ROAD) 1.0 MILES TO THE STATION ON THE
MB3062'RIGHT.
MB3062'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3062'CONCRETE FLUSH WITH THE GROUND AND STAMPED CP-109. THE STATION IS
MB3062'18.0 FEET NORTH FROM THE CENTERLINE OF MINOR ROAD, 62.0 FEET WEST FROM
MB3062'POWER POLE, 2.0 FEET SOUTH FROM METAL WITNESS POST AND 13.0 FEET
MB3062'SOUTHWEST FROM AN IRON GATE POST. THE STATION IS 293.06 METERS FROM
MB3062'STATION CP-108.
|
|
|
|
|
|
|
|
|
|
|
|
2193368.0
|
516432.15625
|
0101000020960E00006F93FAB4EBBB4041F2D6598442851F41
|
true
|
2011-02-04 09:06:00 -0500
|
false
|
41.08129253888888888889
|
-81.68429745833333333333
|
-81.6842974583333
|
41.0812925388887
|
2193367.41389697
|
516432.629248961
|
668539.724835246
|
157408.980213027
|
782
|
782
|
CRAWFORD C OF A 1963
|
MB2711
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2014 UNABLE TO LOCATE, ON ROOF OF BLDG. SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
53.38297
|
N
|
81
|
29
|
39.69166
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
159448.829
|
684477.155
|
0.99993928
|
+
|
0
|
39
|
38.4
|
|
MT
|
|
|
|
|
329.4
|
1081.0
|
VERT ANG
|
|
0.03
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 1-3/4 MILES NORTHEAST OF DOWNTOWN AKRON, ON THE
ROOF OF THE FOREST HILL
SCHOOL AND IN THE NORTHWEST ANGLE OF THE INTERSECTION OF FOUSE AVENUE
AND DEMON STREET. IT IS NEAR THE
SOUTHEAST CORNER OF THE ROOF, 19 FEET WEST OF THE SOUTHEAST
CORNER OF THE ROOF AND 7.3 FEET NORTHEAST OF A
CORNER OF OFFSET IN THE ROOF. THE
MARK IS A CITY OF AKRON DISK STAMPED CRAWFORD SET IN THE TOP OF A
6 INCH CONCRETE MONUMENT
PROJECTING 4 INCHES ABOVE THE ROOF.
CRAWFORD A IS ABOUT 300 FEET SOUTHEAST OF FOREST HILL SCHOOL, NEAR
THE INTERSECTION OF FOUSE AVENUE
AND CLYDE STREET. IT IS IN THE CENTER OF CLYDE STREET, 24.3 FEET
SOUTH OF THE CENTERLINE OF FOUSE
AVENUE 52 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER
80537 AND 58.5 FEET NORTHEAST OF THE NORTHEAST
CORNER OF THE HOUSE AT 630 FOUSE AVENUE.
THE MARK IS A CITY OF AKRON DISK STAMPED CRAWFORD A SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE
MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE
AND COVERED WITH A 9 INCH IRON
COVER.
|
2014-04-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2711 ***********************************************************************
MB2711 DESIGNATION - CRAWFORD C OF A 1963
MB2711 PID - MB2711
MB2711 STATE/COUNTY- OH/SUMMIT
MB2711
MB2711 HORZ DATUM - NAD 83(1986)
MB2711 VERT DATUM - NGVD 29
MB2711
MB2711 POSITION - 41 05 53.38297(N) 081 29 39.69166(W) ADJUSTED
MB2711 83 minus 27 - +00.20050 -00.57299 ADJUSTED
MB2711
MB2711 HEIGHT - 329.4 (meters) 1081. (feet) VERT ANGLE
MB2711 ***********************************************************************
MB2711
MB2711 LAPLACE CORR- 0.03 DEFLEC90
MB2711 GEOID HEIGHT- -33.66 GEOID90
MB2711
MB2711
MB2711 HORZ ORDER - FIRST
MB2711
MB2711
MB2711.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2711.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2711.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2711
MB2711; North East Scale Converg.
MB2711;SPC OH N - 159,448.829 684,477.155 0.99993928 +0 39 38.4 MT
MB2711;UTM 17 - 4,549,771.793 458,485.342 0.99962121 -0 19 29.9 MT
MB2711
MB2711: Primary Azimuth Mark Grid Az
MB2711:SPC OH N - AKRON TV STATION WAKR MAST 228 21 13.8
MB2711:UTM 17 - AKRON TV STATION WAKR MAST 229 20 22.1
MB2711
MB2711|---------------------------------------------------------------------|
MB2711| Pid Reference Object Distance Geod. AZ |
MB2711| dddmmss.ss|
MB2711| MB1248 CRAWFORD A C OF A 92.155 METERS 11923 |
MB2711| MB2920 AKRON TV STATION WAKR MAST APPROX. 2.7 KM 2290052.2 |
MB2711| MB2878 AKRON OHIO EDISON ELEC CO TWR APPROX. 0.7 KM 2314729.8 |
MB2711|---------------------------------------------------------------------|
MB2711
MB2711
MB2711 HISTORY - Year Condition Recov. By
MB2711 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2711
MB2711 STATION DESCRIPTION
MB2711
MB2711'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2711'THE STATION IS ABOUT 1-3/4 MILES NORTHEAST OF DOWNTOWN AKRON, ON THE
MB2711'ROOF OF THE FOREST HILL
MB2711'SCHOOL AND IN THE NORTHWEST ANGLE OF THE INTERSECTION OF FOUSE AVENUE
MB2711'AND DEMON STREET. IT IS NEAR THE
MB2711'SOUTHEAST CORNER OF THE ROOF, 19 FEET WEST OF THE SOUTHEAST
MB2711'CORNER OF THE ROOF AND 7.3 FEET NORTHEAST OF A
MB2711'CORNER OF OFFSET IN THE ROOF. THE
MB2711'MARK IS A CITY OF AKRON DISK STAMPED CRAWFORD SET IN THE TOP OF A
MB2711'6 INCH CONCRETE MONUMENT
MB2711'PROJECTING 4 INCHES ABOVE THE ROOF.
MB2711'
MB2711'CRAWFORD A IS ABOUT 300 FEET SOUTHEAST OF FOREST HILL SCHOOL, NEAR
MB2711'THE INTERSECTION OF FOUSE AVENUE
MB2711'AND CLYDE STREET. IT IS IN THE CENTER OF CLYDE STREET, 24.3 FEET
MB2711'SOUTH OF THE CENTERLINE OF FOUSE
MB2711'AVENUE 52 FEET SOUTH-SOUTHWEST OF POWER POLE NUMBER
MB2711'80537 AND 58.5 FEET NORTHEAST OF THE NORTHEAST
MB2711'CORNER OF THE HOUSE AT 630 FOUSE AVENUE.
MB2711'THE MARK IS A CITY OF AKRON DISK STAMPED CRAWFORD A SET IN THE
MB2711'TOP OF A 6 INCH SQUARE CONCRETE
MB2711'MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE
MB2711'AND COVERED WITH A 9 INCH IRON
MB2711'COVER.
MB2711'
|
|
|
|
|
|
|
|
|
|
|
|
2245654.5
|
523125.625
|
0101000020960E0000F4417DBB0B224141A207C622D4ED1F41
|
true
|
2014-05-15 04:05:00 -0400
|
false
|
41.09816193611111111111
|
-81.49435879444444444444
|
-81.4943587944445
|
41.098161936111
|
2245655.46476006
|
523125.033958549
|
684477.154613175
|
159448.829248208
|
785
|
785
|
CUYAHOGA FALLS MUN STANDPIPE
|
MB2738
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 19:00:00 -0500
|
TOP OF STANDPIPE
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2000 GOOD COSE
HISTORY - 2004 GOOD SCE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
7
|
32.41624
|
N
|
81
|
27
|
57.6383
|
W
|
ADJUSTED
|
-33.7
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
162531.343
|
686822.166
|
0.99993965
|
+
|
0
|
40
|
45.4
|
|
MT
|
|
|
|
|
|
|
|
|
0.14
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
ABOUT 3.7 MILES
NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, SOUTH OF THE INTERSECTION
OF BAILEY RD. AND HANOVER STREET.
IT IS A GREEN STANDPIPE, WITH A RED LIGHT ON THE
TOP, AND IT IS APPROXIMATELY 140 FEET HIGH.
IT IS ACROSS BAILEY RD FROM DOWNVIEW SPORTS CENTER DRIVING RANGE AT INDIAN MOUNTAIN PARK.
|
2004-05-26 20:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2738 ***********************************************************************
MB2738 DESIGNATION - CUYAHOGA FALLS MUN STANDPIPE
MB2738 PID - MB2738
MB2738 STATE/COUNTY- OH/SUMMIT
MB2738
MB2738 HORZ DATUM - NAD 83(1986)
MB2738 VERT DATUM - N/A
MB2738
MB2738 POSITION - 41 07 32.41624(N) 081 27 57.63830(W) ADJUSTED
MB2738 83 minus 27 - +00.20268 -00.57438 ADJUSTED
MB2738
MB2738 HEIGHT -
MB2738 ***********************************************************************
MB2738
MB2738 LAPLACE CORR- 0.14 DEFLEC90
MB2738 GEOID HEIGHT- -33.70 GEOID90
MB2738
MB2738
MB2738 HORZ ORDER - THIRD
MB2738
MB2738
MB2738.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2738.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2738
MB2738; North East Scale Converg.
MB2738;SPC OH N - 162,531.343 686,822.166 0.99993965 +0 40 45.4 MT
MB2738;UTM 17 - 4,552,812.538 460,882.268 0.99961883 -0 18 23.4 MT
MB2738
MB2738
MB2738
MB2738
MB2738 HISTORY - Year Condition Recov. By
MB2738 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2738
MB2738 STATION DESCRIPTION
MB2738
MB2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2738'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
MB2738'ABOUT 3.7 MILES
MB2738'NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, SOUTH OF THE INTERSECTION
MB2738'OF BAILEY RD. AND HANOVER STREET.
MB2738'IT IS A SILVER STANDPIPE, WITH A RED LIGHT ON THE
MB2738'TOP, AND IT IS APPROXIMATELY 140 FEET HIGH.
MB2738'
|
|
|
|
|
|
|
|
|
|
|
|
2253349.0
|
533238.3125
|
0101000020960E00007E3B0E871231414176F0377FEC452041
|
false
|
2005-03-18 05:49:00 -0500
|
false
|
41.12567117777777777778
|
-81.46601063888888888889
|
-81.4660106388889
|
41.1256711777776
|
2253349.05512184
|
533238.248473658
|
686822.165645467
|
162531.34319744
|
789
|
789
|
CUYAHOGA FALLS MUNICIPAL TANK
|
MB2737
|
OH
|
Summit
|
|
USCGS
|
1942-12-31 20:00:00 -0400
|
TOP OF TANK
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 1988 GOOD UNITED STATES POWER SQUADRON
HISTORY - 2000 COSE CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
8
|
17.07955
|
N
|
81
|
29
|
55.15349
|
W
|
ADJUSTED
|
-33.72
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
163877.005
|
684065.489
|
0.99993989
|
+
|
0
|
39
|
28.2
|
|
MT
|
|
|
|
|
|
|
|
|
0.45
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS LOCATED ON THE W SIDE OF
TWELFTH STREET IN
THE CITY OF CUYAHOGA FALLS. IT IS A 12-LEGGED
STRUCTURE, ABOUT 130 FEET HIGH AND
PAINTED DARK GREEN. THE POINT
OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
TO REACH FROM WEST BROAD BOULEVARD AND TWELFTH STREET IN THE
CITY OF CUYAHOGA
FALLS, GO N ON TWELFTH STREET FOR 0.25 MILE TO
TANK ON THE LEFT.
THIS IS AN INTERSECTION STATION.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION WAS FOUND IN GOOD CONDITION, WITH IT NOW BEING PAINTED
SILVER.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1988 (MRP)
RECOVERED IN GOOD CONDITION
|
2000-07-30 20:00:00 -0400
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2737 ***********************************************************************
MB2737 DESIGNATION - CUYAHOGA FALLS MUNICIPAL TANK
MB2737 PID - MB2737
MB2737 STATE/COUNTY- OH/SUMMIT
MB2737
MB2737 HORZ DATUM - NAD 83(1986)
MB2737 VERT DATUM - N/A
MB2737
MB2737 POSITION - 41 08 17.07955(N) 081 29 55.15349(W) ADJUSTED
MB2737 83 minus 27 - +00.19910 -00.56794 ADJUSTED
MB2737
MB2737 HEIGHT -
MB2737 ***********************************************************************
MB2737
MB2737 LAPLACE CORR- 0.45 DEFLEC90
MB2737 GEOID HEIGHT- -33.72 GEOID90
MB2737
MB2737
MB2737 HORZ ORDER - THIRD
MB2737
MB2737
MB2737.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2737.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2737
MB2737; North East Scale Converg.
MB2737;SPC OH N - 163,877.005 684,065.489 0.99993989 +0 39 28.2 MT
MB2737;UTM 17 - 4,554,204.985 458,150.026 0.99962155 -0 19 41.0 MT
MB2737
MB2737
MB2737
MB2737
MB2737 HISTORY - Year Condition Recov. By
MB2737 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2737 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB2737 HISTORY - 1988 GOOD UNITED STATES POWER SQUADRON
MB2737
MB2737 STATION DESCRIPTION
MB2737
MB2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB2737'STATION IS LOCATED ON THE W SIDE OF
MB2737'TWELFTH STREET IN
MB2737'THE CITY OF CUYAHOGA FALLS. IT IS A 12-LEGGED
MB2737'STRUCTURE, ABOUT 130 FEET HIGH AND
MB2737'PAINTED DARK GREEN. THE POINT
MB2737'OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
MB2737'
MB2737'TO REACH FROM WEST BROAD BOULEVARD AND TWELFTH STREET IN THE
MB2737'CITY OF CUYAHOGA
MB2737'FALLS, GO N ON TWELFTH STREET FOR 0.25 MILE TO
MB2737'TANK ON THE LEFT.
MB2737'
MB2737'THIS IS AN INTERSECTION STATION.
MB2737'
MB2737
MB2737 STATION RECOVERY (1963)
MB2737
MB2737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2737'THE STATION WAS FOUND IN GOOD CONDITION, WITH IT NOW BEING PAINTED
MB2737'SILVER.
MB2737'
MB2737
MB2737 STATION RECOVERY (1988)
MB2737
MB2737'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1988 (MRP)
MB2737'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2244304.0
|
537652.8125
|
0101000020960E0000CAC4DA6D681F4141741B8B486A682041
|
false
|
2005-03-17 06:16:00 -0500
|
false
|
41.13807765277777777777
|
-81.49865374722222222222
|
-81.4986537472222
|
41.1380776527776
|
2244304.85823879
|
537653.141686304
|
684065.488922161
|
163877.00533998
|
790
|
790
|
CUYAHOGA FALLS P T MUN SPIPE
|
MB2874
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 19:00:00 -0500
|
TOP OF STANDPIPE
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1988 GOOD UNITED STATES POWER SQUADRON
HISTORY - 2000 COSE CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
8
|
38.63522
|
N
|
81
|
30
|
1.25357
|
W
|
ADJUSTED
|
-33.73
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
164540.262
|
683915.619
|
0.99994003
|
+
|
0
|
39
|
24.2
|
|
MT
|
|
|
|
|
|
|
|
|
0.51
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
ABOUT 3.7 MILES
NORTH-NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, AT THE INTERSECTION
OF PORTAGE TRAIL AND FOURTEENTH
ST., IN CUYAHOGA FALLS, OHIO. IT IS A SILVER STANDPIPE
WITH A RED AND WHITE TOP AND A RED LIGHT ON THE
TOP. IT IS APPROXIMATELY 100 FEET HIGH.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1988 (MRP)
RECOVERED IN GOOD CONDITION
|
2000-07-18 20:00:00 -0400
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2874 ***********************************************************************
MB2874 DESIGNATION - CUYAHOGA FALLS P T MUN SPIPE
MB2874 PID - MB2874
MB2874 STATE/COUNTY- OH/SUMMIT
MB2874
MB2874 HORZ DATUM - NAD 83(1986)
MB2874 VERT DATUM - N/A
MB2874
MB2874 POSITION - 41 08 38.63522(N) 081 30 01.25357(W) ADJUSTED
MB2874 83 minus 27 - +00.19930 -00.56595 ADJUSTED
MB2874
MB2874 HEIGHT -
MB2874 ***********************************************************************
MB2874
MB2874 LAPLACE CORR- 0.51 DEFLEC90
MB2874 GEOID HEIGHT- -33.73 GEOID90
MB2874
MB2874
MB2874 HORZ ORDER - THIRD
MB2874
MB2874
MB2874.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2874.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2874
MB2874; North East Scale Converg.
MB2874;SPC OH N - 164,540.262 683,915.619 0.99994003 +0 39 24.2 MT
MB2874;UTM 17 - 4,554,870.510 458,011.635 0.99962170 -0 19 45.2 MT
MB2874
MB2874
MB2874
MB2874
MB2874 HISTORY - Year Condition Recov. By
MB2874 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2874 HISTORY - 1988 GOOD UNITED STATES POWER SQUADRON
MB2874
MB2874 STATION DESCRIPTION
MB2874
MB2874'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2874'THE STATION IS THE CENTER OF THE TOP OF THE STANDPIPE, LOCATED
MB2874'ABOUT 3.7 MILES
MB2874'NORTH-NORTHEAST OF THE CENTER OF DOWNTOWN AKRON, AT THE INTERSECTION
MB2874'OF PORTAGE TRAIL AND FOURTEENTH
MB2874'ST., IN CUYAHOGA FALLS, OHIO. IT IS A SILVER STANDPIPE
MB2874'WITH A RED AND WHITE TOP AND A RED LIGHT ON THE
MB2874'TOP. IT IS APPROXIMATELY 100 FEET HIGH.
MB2874'
MB2874
MB2874 STATION RECOVERY (1988)
MB2874
MB2874'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1988 (MRP)
MB2874'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2243812.5
|
539829.375
|
0101000020960E000086049594721E41413E4D6D5A6A792041
|
false
|
2005-03-17 06:17:00 -0500
|
false
|
41.14406533888888888889
|
-81.50034821388888888889
|
-81.5003482138889
|
41.1440653388887
|
2243813.16079766
|
539829.176615156
|
683915.619242365
|
164540.262112808
|
799
|
799
|
DAN C OF A 1963
|
MB2712
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
30.51559
|
N
|
81
|
29
|
50.66828
|
W
|
ADJUSTED
|
-33.65
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
158740.538
|
684229.144
|
0.99993923
|
+
|
0
|
39
|
31.2
|
|
MT
|
|
|
|
|
327.4
|
1074.0
|
VERT ANG
|
|
-0.04
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 1-1/4 MILES NORTHEAST OF DOWNTOWN AKRON AND NEAR
THE NORTHWEST CORNER OF THE
HIGHEST POINT OF THE JUVENILE COURT CENTER BUILDING AT 650 DAN
STREET. IT IS 4 FEET EAST OF
THE WEST COPING OF THE ROOF AND 4 FEET SOUTH OF THE NORTH
COPING. THE MARK IS A CITY OF AKRON DISK
STAMPED DAN SET IN THE TOP OF A 6 INCH
CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
DAN (ACS) IS ABOUT 300 FEET NORTHEAST OF THE JUVENILE COURT CENTER
BUILDING, AT THE NORTH EDGE
OF THE INTERSECTION OF DAN STREET AND VICTORIA AVENUE. IT IS 7 FEET
WEST OF THE CENTERLINE OF DAN STREET,
13.2 FEET NORTHEAST OF TELEPHONE POLE NUMBER 14196 AND
52.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
HOUSE AT 875 DAN STREET. THE MARK IS A
CITY OF AKRON DISK STAMPED DAN A SET IN THE TOP OF A 6 INCH
SQUARE CONCRETE MONUMENT 4 INCHES
BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
INCH IRON COVER.
|
2012-07-22 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2712 ***********************************************************************
MB2712 DESIGNATION - DAN C OF A 1963
MB2712 PID - MB2712
MB2712 STATE/COUNTY- OH/SUMMIT
MB2712
MB2712 HORZ DATUM - NAD 83(1986)
MB2712 VERT DATUM - NGVD 29
MB2712
MB2712 POSITION - 41 05 30.51559(N) 081 29 50.66828(W) ADJUSTED
MB2712 83 minus 27 - +00.20011 -00.57320 ADJUSTED
MB2712
MB2712 HEIGHT - 327.4 (meters) 1074. (feet) VERT ANGLE
MB2712 ***********************************************************************
MB2712
MB2712 LAPLACE CORR- -0.04 DEFLEC90
MB2712 GEOID HEIGHT- -33.65 GEOID90
MB2712
MB2712
MB2712 HORZ ORDER - FIRST
MB2712
MB2712
MB2712.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2712.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2712.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2712
MB2712; North East Scale Converg.
MB2712;SPC OH N - 158,740.538 684,229.144 0.99993923 +0 39 31.2 MT
MB2712;UTM 17 - 4,549,068.097 458,225.267 0.99962148 -0 19 37.0 MT
MB2712
MB2712: Primary Azimuth Mark Grid Az
MB2712:SPC OH N - AKRON TV STATION WAKR MAST 238 36 37.5
MB2712:UTM 17 - AKRON TV STATION WAKR MAST 239 35 45.7
MB2712
MB2712|---------------------------------------------------------------------|
MB2712| Pid Reference Object Distance Geod. AZ |
MB2712| dddmmss.ss|
MB2712| MB1246 DAN A C OF A 119.867 METERS 03647 |
MB2712| MB2920 AKRON TV STATION WAKR MAST APPROX. 2.0 KM 2391608.7 |
MB2712| MB2878 AKRON OHIO EDISON ELEC CO TWR 404.416 METERS 3095830.5 |
MB2712|---------------------------------------------------------------------|
MB2712
MB2712
MB2712 HISTORY - Year Condition Recov. By
MB2712 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2712
MB2712 STATION DESCRIPTION
MB2712
MB2712'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2712'THE STATION IS ABOUT 1-1/4 MILES NORTHEAST OF DOWNTOWN AKRON AND NEAR
MB2712'THE NORTHWEST CORNER OF THE
MB2712'HIGHEST POINT OF THE JUVENILE COURT CENTER BUILDING AT 650 DAN
MB2712'STREET. IT IS 4 FEET EAST OF
MB2712'THE WEST COPING OF THE ROOF AND 4 FEET SOUTH OF THE NORTH
MB2712'COPING. THE MARK IS A CITY OF AKRON DISK
MB2712'STAMPED DAN SET IN THE TOP OF A 6 INCH
MB2712'CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
MB2712'
MB2712'DAN (ACS) IS ABOUT 300 FEET NORTHEAST OF THE JUVENILE COURT CENTER
MB2712'BUILDING, AT THE NORTH EDGE
MB2712'OF THE INTERSECTION OF DAN STREET AND VICTORIA AVENUE. IT IS 7 FEET
MB2712'WEST OF THE CENTERLINE OF DAN STREET,
MB2712'13.2 FEET NORTHEAST OF TELEPHONE POLE NUMBER 14196 AND
MB2712'52.7 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
MB2712'HOUSE AT 875 DAN STREET. THE MARK IS A
MB2712'CITY OF AKRON DISK STAMPED DAN A SET IN THE TOP OF A 6 INCH
MB2712'SQUARE CONCRETE MONUMENT 4 INCHES
MB2712'BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
MB2712'INCH IRON COVER.
MB2712'
|
|
|
|
|
|
|
|
|
|
|
|
2244842.25
|
520800.6875
|
0101000020960E0000F4D80FE474204141258D07FF84C91F41
|
true
|
2012-07-23 10:50:00 -0400
|
false
|
41.09180988611111111111
|
-81.49740785555555555555
|
-81.4974078555556
|
41.091809886111
|
2244841.78173363
|
520801.249052244
|
684229.143530696
|
158740.538192183
|
802
|
802
|
DIPLOMAT C OF A 1963
|
MB2923
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
DISK IN CONC
|
DIPLOMAT
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2014 UNABLE TO LOCATE, ON ROOF OF BLDG. SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
15.57625
|
N
|
81
|
30
|
39.97388
|
W
|
ADJUSTED
|
-33.7
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
161968.0
|
683041.828
|
0.99993957
|
+
|
0
|
38
|
58.8
|
|
MT
|
|
|
|
|
329.7
|
1082.0
|
VERT ANG
|
|
0.2
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ON THE HIGHEST PART OF THE ROOF ABOVE THE ELEVATOR
SHAFT OF THE DIPLOMAT
APARTMENT BUILDING AT 1350 NORTH HOWARD STREET, ABOUT 2-3/4 MILES
NORTH OF DOWNTOWN AKRON AND
ABOUT 300 FEET WEST OF NORTH MAIN STREET. IT IS 3 FEET NORTH OF THE
SOUTH EDGE OF THE ROOF AND 3 FEET
EAST OF THE WEST EDGE OF THE ROOF. THE MARK IS A CITY
OF AKRON DISK SET IN THE TOP OF AN 8 INCH CONCRETE
MONUMENT PROJECTING 4 INCHES ABOVE
THE ROOF AND IS STAMPED DIPLOMAT.
DIPLOMAT (ACS) A IS ABOUT 600 FEET EAST-NORTHEAST OF THE STATION AT
THE INTERSECTION OF RIVERSIDE
DRIVE AND OAKLAND AVENUE, 25.4 FEET NORTHWEST OF A RIVERSIDE
DRIVE-OAKLAND AVENUE STREET SIGN,
39.8 FEET SOUTH OF THE NORTH CURB OF RIVERSIDE DRIVE, 57.7 FEET
SOUTHEAST OF A POWER POLE AND 59.4
FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE
AT 1694 RIVERSIDE DRIVE. IT IS A CITY OF AKRON DISK
STAMPED DIPLOMAT A SET IN THE TOP
OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A
3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
DIPLOMAT B IS ABOUT 350 FEET SOUTHEAST OF THE STATION ABOUT 46 PACES
NORTH OF THE INTERSECTION OF
NORTH MAIN STREET AND BANNOCK STREET, 18 FEET SOUTHEAST OF A BRIDGE
ABUTMENT, 2 FEET WEST OF THE WEST
CURB OF NORTH MAIN STREET, 2.2 FEET EAST OF THE EAST
EDGE OF A SIDEWALK, 16 FEET WEST OF THE CENTERLINE
OF THE SOUTH BOUND LANE OF NORTH
MAIN STREET AND 26.7 FEET SOUTH OF A STREET LIGHT POLE. IT IS A CITY
OF AKRON DISK STAMPED DIPLOMAT B
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
|
2014-04-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2923 ***********************************************************************
MB2923 DESIGNATION - DIPLOMAT C OF A 1963
MB2923 PID - MB2923
MB2923 STATE/COUNTY- OH/SUMMIT
MB2923
MB2923 HORZ DATUM - NAD 83(1986)
MB2923 VERT DATUM - NGVD 29
MB2923
MB2923 POSITION - 41 07 15.57625(N) 081 30 39.97388(W) ADJUSTED
MB2923 83 minus 27 - +00.19876 -00.56736 ADJUSTED
MB2923
MB2923 HEIGHT - 329.7 (meters) 1082. (feet) VERT ANGLE
MB2923 ***********************************************************************
MB2923
MB2923 LAPLACE CORR- 0.20 DEFLEC90
MB2923 GEOID HEIGHT- -33.70 GEOID90
MB2923
MB2923
MB2923 HORZ ORDER - FIRST
MB2923
MB2923
MB2923.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2923.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2923.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2923
MB2923; North East Scale Converg.
MB2923;SPC OH N - 161,968.000 683,041.828 0.99993957 +0 38 58.8 MT
MB2923;UTM 17 - 4,552,314.475 457,094.007 0.99962266 -0 20 10.1 MT
MB2923
MB2923: Primary Azimuth Mark Grid Az
MB2923:SPC OH N - AKRON TV STATION WAKR MAST 187 25 53.1
MB2923:UTM 17 - AKRON TV STATION WAKR MAST 188 25 02.0
MB2923
MB2923|---------------------------------------------------------------------|
MB2923| Pid Reference Object Distance Geod. AZ |
MB2923| dddmmss.ss|
MB2923| MB2874 CUYAHOGA FALLS P T MUN SPIPE APPROX. 2.7 KM 0192443.8 |
MB2923| MB2737 CUYAHOGA FALLS MUNICIPAL TANK APPROX. 2.2 KM 0285103.9 |
MB2923| MB2920 AKRON TV STATION WAKR MAST APPROX. 4.3 KM 1880451.9 |
MB2923| MB2872 AKRON RADIO STA WCUE W MAST APPROX. 1.1 KM 3001130.1 |
MB2923| MB2871 AKRON RADIO STA WCUE E MAST APPROX. 1.0 KM 3052545.6 |
MB2923|---------------------------------------------------------------------|
MB2923
MB2923
MB2923 HISTORY - Year Condition Recov. By
MB2923 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2923
MB2923 STATION DESCRIPTION
MB2923
MB2923'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2923'THE STATION IS ON THE HIGHEST PART OF THE ROOF ABOVE THE ELEVATOR
MB2923'SHAFT OF THE DIPLOMAT
MB2923'APARTMENT BUILDING AT 1350 NORTH HOWARD STREET, ABOUT 2-3/4 MILES
MB2923'NORTH OF DOWNTOWN AKRON AND
MB2923'ABOUT 300 FEET WEST OF NORTH MAIN STREET. IT IS 3 FEET NORTH OF THE
MB2923'SOUTH EDGE OF THE ROOF AND 3 FEET
MB2923'EAST OF THE WEST EDGE OF THE ROOF. THE MARK IS A CITY
MB2923'OF AKRON DISK SET IN THE TOP OF AN 8 INCH CONCRETE
MB2923'MONUMENT PROJECTING 4 INCHES ABOVE
MB2923'THE ROOF AND IS STAMPED DIPLOMAT.
MB2923'
MB2923'DIPLOMAT (ACS) A IS ABOUT 600 FEET EAST-NORTHEAST OF THE STATION AT
MB2923'THE INTERSECTION OF RIVERSIDE
MB2923'DRIVE AND OAKLAND AVENUE, 25.4 FEET NORTHWEST OF A RIVERSIDE
MB2923'DRIVE-OAKLAND AVENUE STREET SIGN,
MB2923'39.8 FEET SOUTH OF THE NORTH CURB OF RIVERSIDE DRIVE, 57.7 FEET
MB2923'SOUTHEAST OF A POWER POLE AND 59.4
MB2923'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE
MB2923'AT 1694 RIVERSIDE DRIVE. IT IS A CITY OF AKRON DISK
MB2923'STAMPED DIPLOMAT A SET IN THE TOP
MB2923'OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A
MB2923'3 FOOT SQUARE OF CONCRETE AND
MB2923'COVERED WITH A 9 INCH IRON COVER.
MB2923'
MB2923'DIPLOMAT B IS ABOUT 350 FEET SOUTHEAST OF THE STATION ABOUT 46 PACES
MB2923'NORTH OF THE INTERSECTION OF
MB2923'NORTH MAIN STREET AND BANNOCK STREET, 18 FEET SOUTHEAST OF A BRIDGE
MB2923'ABUTMENT, 2 FEET WEST OF THE WEST
MB2923'CURB OF NORTH MAIN STREET, 2.2 FEET EAST OF THE EAST
MB2923'EDGE OF A SIDEWALK, 16 FEET WEST OF THE CENTERLINE
MB2923'OF THE SOUTH BOUND LANE OF NORTH
MB2923'MAIN STREET AND 26.7 FEET SOUTH OF A STREET LIGHT POLE. IT IS A CITY
MB2923'OF AKRON DISK STAMPED DIPLOMAT B
MB2923'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB2923'THE SURFACE OF A 3 FOOT SQUARE OF
MB2923'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB2923'
|
|
|
|
|
|
|
|
|
|
|
|
2240947.25
|
531390.4375
|
0101000020960E000032EDCF32D9184141F85A2A077C372041
|
true
|
2014-05-15 04:06:00 -0400
|
false
|
41.12099340277777777778
|
-81.51110385555555555556
|
-81.5111038555556
|
41.1209934027776
|
2240946.39697041
|
531390.013995021
|
683041.827880238
|
161968.000201664
|
803
|
803
|
DORENE
|
KY2997
|
OH
|
Summit
|
|
NGS
|
1982-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
DORENE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2004 REPORTED DESTROYED BY PROPERTY OWNER
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
51.15654
|
N
|
81
|
30
|
33.27853
|
W
|
ADJUSTED
|
-33.42
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
140859.119
|
683437.825
|
0.99994198
|
+
|
0
|
39
|
3.2
|
|
MT
|
|
|
|
|
318.8
|
1046.0
|
VERT ANG
|
|
-0.74
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 11.25 KM (7 MI) EAST FROM CLINTON, 3.5
KM (2.25 MI) WEST FROM GREENSBURG, 2.5 KM (1.5 MI) NORTH FROM THE
SUMMIT-STARK COUNTY LINE AND ON A LOW HILL JUST NORTH FROM A FARM
HOUSE. OWNERSHIP--DEAN AND DORENE HARTHONG, 705 KILLINGER ROAD,
CLINTON, OHIO 44216. TELEPHONE NUMBER (216) 896-2256.
TO REACH FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 0.1 KM (0.05 MI) TO A CROSSROADS.
TURN RIGHT AND GO WEST THEN NORTHWEST ON GREENSBURG ROAD FOR 1.85 KM
(1.15 MI) TO A CROSSROADS. TURN LEFT AND GO WEST ON NIMISILA ROAD
FOR 1.1 KM (0.7 MI) TO A CROSSROADS. TURN LEFT AND GO SOUTH ON SOUTH
ARLINGTON ROAD FOR 1.45 KM (0.9 MI) TO A SIDR ROAD RIGHT. TURN RIGHT
AND GO WEST ON KILLINGER ROAD FOR 1.3 KM (0.8 MI) TO A FARM, 705 KILLINGER RD
ON THE RIGHT. TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) TO THE TOP OF THE
HILL AND THE STATION.
THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---DORENE
1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS ABOUT 50 METERS TO
THE EAST FROM A LONG METAL CATTLE BARN, 75 YARDS NORTH FROM A FARM
HOUSE, 100 YARDS SOUTHEAST FROM A HILL WHICH IS SLIGHTLY HIGHER THAN
THE STATION, 3.1 METERS (10 FEET) EAST FROM THE EAST EDGE OF A
GARDEN, 1.4 METERS (4.5 FEET) NORTHWEST FROM A CARSONITE WITNESS POST
AND 1.2 METERS (4 FEET) WEST FROM A WIRE FENCE.
THERE ARE NO OTHER MARKS AT THIS STATION.
|
2004-10-04 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2997 ***********************************************************************
KY2997 DESIGNATION - DORENE
KY2997 PID - KY2997
KY2997 STATE/COUNTY- OH/SUMMIT
KY2997
KY2997 HORZ DATUM - NAD 83(1986)
KY2997 VERT DATUM - NGVD 29
KY2997
KY2997 POSITION - 40 55 51.15654(N) 081 30 33.27853(W) ADJUSTED
KY2997 83 minus 27 - +00.20337 -00.57725 NADCON
KY2997
KY2997 HEIGHT - 318.8 (meters) 1046. (feet) VERT ANGLE
KY2997 ***********************************************************************
KY2997
KY2997 LAPLACE CORR- -0.74 DEFLEC90
KY2997 GEOID HEIGHT- -33.42 GEOID90
KY2997
KY2997
KY2997 HORZ ORDER - FIRST
KY2997
KY2997
KY2997.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY2997.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2997.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY2997
KY2997; North East Scale Converg.
KY2997;SPC OH N - 140,859.119 683,437.825 0.99994198 +0 39 03.2 MT
KY2997;UTM 17 - 4,531,208.604 457,127.004 0.99962262 -0 20 01.1 MT
KY2997
KY2997
KY2997
KY2997_STATION MARK IS A TRIANGULATION STATION DISK
KY2997_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2997
KY2997 HISTORY - Year Condition Recov. By
KY2997 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2997
KY2997 STATION DESCRIPTION
KY2997
KY2997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2997'THE STATION IS LOCATED ABOUT 11.25 KM (7 MI) EAST FROM CLINTON, 3.5
KY2997'KM (2.25 MI) WEST FROM GREENSBURG, 2.5 KM (1.5 MI) NORTH FROM THE
KY2997'SUMMIT-STARK COUNTY LINE AND ON A LOW HILL JUST NORTH FROM A FARM
KY2997'HOUSE. OWNERSHIP--DEAN AND DORENE HARTHONG, 705 KILLINGER ROAD,
KY2997'CLINTON, OHIO 44216. TELEPHONE NUMBER (216) 896-2256.
KY2997'
KY2997'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO SOUTH ON STATE
KY2997'HIGHWAY 241 (MASSILLON ROAD) FOR 0.1 KM (0.05 MI) TO A CROSSROADS.
KY2997'TURN RIGHT AND GO WEST THEN NORTHWEST ON GREENSBURG ROAD FOR 1.85 KM
KY2997'(1.15 MI) TO A CROSSROADS. TURN LEFT AND GO WEST ON NIMISILA ROAD
KY2997'FOR 1.1 KM (0.7 MI) TO A CROSSROADS. TURN LEFT AND GO SOUTH ON SOUTH
KY2997'ARLINGTON ROAD FOR 1.45 KM (0.9 MI) TO A SIDR ROAD RIGHT. TURN RIGHT
KY2997'AND GO WEST ON KILLINGER ROAD FOR 1.3 KM (0.8 MI) TO A FARM ON THE
KY2997'RIGHT. TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) TO THE TOP OF THE
KY2997'HILL AND THE STATION.
KY2997'
KY2997'THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---DORENE
KY2997'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
KY2997'IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS ABOUT 50 METERS TO
KY2997'THE EAST FROM A LONG METAL CATTLE BARN, 75 YARDS NORTH FROM A FARM
KY2997'HOUSE, 100 YARDS SOUTHEAST FROM A HILL WHICH IS SLIGHTLY HIGHER THAN
KY2997'THE STATION, 3.1 METERS (10 FEET) EAST FROM THE EAST EDGE OF A
KY2997'GARDEN, 1.4 METERS (4.5 FEET) NORTHWEST FROM A CARSONITE WITNESS POST
KY2997'AND 1.2 METERS (4 FEET) WEST FROM A WIRE FENCE.
KY2997'
KY2997'THERE ARE NO OTHER MARKS AT THIS STATION.
KY2997'
|
|
|
|
|
|
|
|
|
|
|
|
2242244.75
|
462135.59375
|
0101000020960E0000266647CC621B4141C3D37D2DDD341C41
|
false
|
2004-10-06 11:09:00 -0400
|
false
|
40.93087681666666666667
|
-81.50924403611111111111
|
-81.5092440361111
|
40.9308768166665
|
2242245.59592893
|
462135.294425305
|
683437.824514785
|
140859.119459055
|
810
|
810
|
EDISON C OF A 1963
|
MB2931
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 00:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
11.61677
|
N
|
81
|
30
|
56.318
|
W
|
ADJUSTED
|
-33.64
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
158140.154
|
682703.755
|
0.99993919
|
+
|
0
|
38
|
48.0
|
|
MT
|
|
|
|
|
316.9
|
1040.0
|
VERT ANG
|
|
-0.16
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS NEAR THE NORTHEAST CORNER OF THE ROOF OF THE OHIO
EDISON BUILDING AT 47 NORTH
MAIN STREET. IT IS ON THE ROOF OVER THE FREIGHT ELEVATOR SHAFT, 3
FEET WEST OF THE EAST COPING OF THE
ROOF, 3 FEET SOUTH OF THE NORTH COPING AND 5 FEET SOUTHWEST
OF THE NORTHEAST CORNER OF THE ROOF. THE
MARK IS A CITY OF AKRON DISK SET IN THE TOP OF
A 6 INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
ROOF AND IS STAMPED EDISON.
EDISON (ACS) ECC. IS LOCATED ON THE NORTH SIDE OF THE OHIO EDISON
BUILDING, 5.6 FEET NORTHWEST
OF THE NORTHEAST CORNER OF THE BUILDING, 6 FEET SOUTH OF THE SOUTH
EDGE OF A SIDEWALK, 19 FEET EAST OF
THE CENTER OF THE NORTH ENTRANCE TO THE BUILDING, 79
FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING
AND ABOUT 150 FEET SOUTHEAST OF THE
INTERSECTION OF NORTH MAIN STREET AND PERKINS STREET. THE MARK IS A
CITY OF AKRON DISK STAMPED EDISON
ECC SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
BELOW THE SURFACE OF A 3 FOOT
SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
|
2016-05-25 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2931 ***********************************************************************
MB2931 DESIGNATION - EDISON C OF A 1963
MB2931 PID - MB2931
MB2931 STATE/COUNTY- OH/SUMMIT
MB2931
MB2931 HORZ DATUM - NAD 83(1986)
MB2931 VERT DATUM - NGVD 29
MB2931
MB2931 POSITION - 41 05 11.61677(N) 081 30 56.31800(W) ADJUSTED
MB2931 83 minus 27 - +00.19897 -00.57146 ADJUSTED
MB2931
MB2931 HEIGHT - 316.9 (meters) 1040. (feet) VERT ANGLE
MB2931 ***********************************************************************
MB2931
MB2931 LAPLACE CORR- -0.16 DEFLEC90
MB2931 GEOID HEIGHT- -33.64 GEOID90
MB2931
MB2931
MB2931 HORZ ORDER - FIRST
MB2931
MB2931
MB2931.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2931.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2931.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2931
MB2931; North East Scale Converg.
MB2931;SPC OH N - 158,140.154 682,703.755 0.99993919 +0 38 48.0 MT
MB2931;UTM 17 - 4,548,494.220 456,690.263 0.99962309 -0 20 20.0 MT
MB2931
MB2931: Primary Azimuth Mark Grid Az
MB2931:SPC OH N - AKRON TV STATION WAKR MAST 205 28 49.7
MB2931:UTM 17 - AKRON TV STATION WAKR MAST 206 27 57.7
MB2931
MB2931|---------------------------------------------------------------------|
MB2931| Pid Reference Object Distance Geod. AZ |
MB2931| dddmmss.ss|
MB2931| MB1380 EDISON ECC C OF A 2.231 METERS 01635 |
MB2931| MB2878 AKRON OHIO EDISON ELEC CO TWR APPROX. 1.5 KM 0552424.5 |
MB2931| MB2896 AKRON POLICE RADIO MAST APPROX. 1.3 KM 1542137.4 |
MB2931| MB2918 AKRON ZION LUTH CHURCH SPIRE APPROX. 0.6 KM 1915855.0 |
MB2931| MB2920 AKRON TV STATION WAKR MAST APPROX. 0.5 KM 2060737.7 |
MB2931|---------------------------------------------------------------------|
MB2931
MB2931
MB2931 HISTORY - Year Condition Recov. By
MB2931 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2931
MB2931 STATION DESCRIPTION
MB2931
MB2931'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2931'THE STATION IS NEAR THE NORTHEAST CORNER OF THE ROOF OF THE OHIO
MB2931'EDISON BUILDING AT 47 NORTH
MB2931'MAIN STREET. IT IS ON THE ROOF OVER THE FREIGHT ELEVATOR SHAFT, 3
MB2931'FEET WEST OF THE EAST COPING OF THE
MB2931'ROOF, 3 FEET SOUTH OF THE NORTH COPING AND 5 FEET SOUTHWEST
MB2931'OF THE NORTHEAST CORNER OF THE ROOF. THE
MB2931'MARK IS A CITY OF AKRON DISK SET IN THE TOP OF
MB2931'A 6 INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE
MB2931'ROOF AND IS STAMPED EDISON.
MB2931'
MB2931'EDISON (ACS) ECC. IS LOCATED ON THE NORTH SIDE OF THE OHIO EDISON
MB2931'BUILDING, 5.6 FEET NORTHWEST
MB2931'OF THE NORTHEAST CORNER OF THE BUILDING, 6 FEET SOUTH OF THE SOUTH
MB2931'EDGE OF A SIDEWALK, 19 FEET EAST OF
MB2931'THE CENTER OF THE NORTH ENTRANCE TO THE BUILDING, 79
MB2931'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING
MB2931'AND ABOUT 150 FEET SOUTHEAST OF THE
MB2931'INTERSECTION OF NORTH MAIN STREET AND PERKINS STREET. THE MARK IS A
MB2931'CITY OF AKRON DISK STAMPED EDISON
MB2931'ECC SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
MB2931'BELOW THE SURFACE OF A 3 FOOT
MB2931'SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB2931'
|
|
|
|
|
|
|
|
|
|
|
|
2239838.25
|
518831.15625
|
0101000020960E0000205D0D9EAE1641413E17A3F2BDAA1F41
|
true
|
2013-10-16 04:54:00 -0400
|
false
|
41.08656021388888888889
|
-81.51564388888888888889
|
-81.5156438888889
|
41.0865602138887
|
2239837.23478283
|
518831.486950267
|
682703.754569315
|
158140.153502731
|
813
|
813
|
ELLET C OF A 1963
|
MB2714
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
11.29694
|
N
|
81
|
26
|
4.4228
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
154509.003
|
689561.125
|
0.99993917
|
+
|
0
|
41
|
59.8
|
|
MT
|
|
|
|
|
355.3
|
1166.0
|
VERT ANG
|
|
-0.53
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 4-1/2 MILES EAST-SOUTHEAST OF DOWNTOWN AKRON AND
NEAR THE SOUTH EDGE OF THE
HIGHEST PART OF THE ROOF OF THE ELLET HIGH SCHOOL AT 309 WOOLF
AVENUE. IT IS 20 FEET WEST OF THE
EAST COPING OF THE ROOF AND 8 FEET NORTH OF THE SOUTH COPING.
THE MARK IS A CITY OF AKRON DISK STAMPED
ELLET SET IN THE TOP OF A 6 INCH CONCRETE
MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
ELLET (ACS) A IS ABOUT 300 FEET WEST-SOUTHWEST OF THE SOUTHWEST
CORNER OF THE ELLET HIGH
SCHOOL AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF WOOLF AVENUE
AND BERNE STREET. IT IS 9.1 FEET
SOUTH OF THE CENTERLINE OF BERNE STREET, 17.7 FEET WEST OF
THE CENTERLINE OF WOOLF AVENUE AND 19.4 FEET
WEST-SOUTHWEST OF A SEWER MANHOLE COVER IN
THE CENTER OF THE INTERSECTION. THE MARK IS A CITY OF AKRON
DISK STAMPED ELLET A SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
OF A 3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
|
2012-07-22 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2714 ***********************************************************************
MB2714 DESIGNATION - ELLET C OF A 1963
MB2714 PID - MB2714
MB2714 STATE/COUNTY- OH/SUMMIT
MB2714
MB2714 HORZ DATUM - NAD 83(1986)
MB2714 VERT DATUM - NGVD 29
MB2714
MB2714 POSITION - 41 03 11.29694(N) 081 26 04.42280(W) ADJUSTED
MB2714 83 minus 27 - +00.20505 -00.58773 ADJUSTED
MB2714
MB2714 HEIGHT - 355.3 (meters) 1166. (feet) VERT ANGLE
MB2714 ***********************************************************************
MB2714
MB2714 LAPLACE CORR- -0.53 DEFLEC90
MB2714 GEOID HEIGHT- -33.59 GEOID90
MB2714
MB2714
MB2714 HORZ ORDER - FIRST
MB2714
MB2714
MB2714.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2714.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2714.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2714
MB2714; North East Scale Converg.
MB2714;SPC OH N - 154,509.003 689,561.125 0.99993917 +0 41 59.8 MT
MB2714;UTM 17 - 4,544,746.868 463,481.999 0.99961641 -0 17 07.5 MT
MB2714
MB2714: Primary Azimuth Mark Grid Az
MB2714:SPC OH N - AKRON GENERAL TIRE CO TANK 064 17 18.3
MB2714:UTM 17 - AKRON GENERAL TIRE CO TANK 065 16 25.6
MB2714
MB2714|---------------------------------------------------------------------|
MB2714| Pid Reference Object Distance Geod. AZ |
MB2714| dddmmss.ss|
MB2714| MB2708 AKRON GENERAL TIRE CO TANK APPROX. 1.6 KM 0645918.1 |
MB2714| MB1211 ELLET A C OF A 105.295 METERS 24201 |
MB2714|---------------------------------------------------------------------|
MB2714
MB2714
MB2714 HISTORY - Year Condition Recov. By
MB2714 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2714
MB2714 STATION DESCRIPTION
MB2714
MB2714'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2714'THE STATION IS ABOUT 4-1/2 MILES EAST-SOUTHEAST OF DOWNTOWN AKRON AND
MB2714'NEAR THE SOUTH EDGE OF THE
MB2714'HIGHEST PART OF THE ROOF OF THE ELLET HIGH SCHOOL AT 309 WOOLF
MB2714'AVENUE. IT IS 20 FEET WEST OF THE
MB2714'EAST COPING OF THE ROOF AND 8 FEET NORTH OF THE SOUTH COPING.
MB2714'THE MARK IS A CITY OF AKRON DISK STAMPED
MB2714'ELLET SET IN THE TOP OF A 6 INCH CONCRETE
MB2714'MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
MB2714'
MB2714'ELLET (ACS) A IS ABOUT 300 FEET WEST-SOUTHWEST OF THE SOUTHWEST
MB2714'CORNER OF THE ELLET HIGH
MB2714'SCHOOL AND IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF WOOLF AVENUE
MB2714'AND BERNE STREET. IT IS 9.1 FEET
MB2714'SOUTH OF THE CENTERLINE OF BERNE STREET, 17.7 FEET WEST OF
MB2714'THE CENTERLINE OF WOOLF AVENUE AND 19.4 FEET
MB2714'WEST-SOUTHWEST OF A SEWER MANHOLE COVER IN
MB2714'THE CENTER OF THE INTERSECTION. THE MARK IS A CITY OF AKRON
MB2714'DISK STAMPED ELLET A SET IN THE
MB2714'TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
MB2714'OF A 3 FOOT SQUARE OF CONCRETE AND
MB2714'COVERED WITH A 9 INCH IRON COVER.
MB2714'
|
|
|
|
|
|
|
|
|
|
|
|
2262335.0
|
506918.53125
|
0101000020960E0000B2B019909F42414193CC3B2599F01E41
|
true
|
2012-07-23 10:49:00 -0400
|
false
|
41.05313803888888888889
|
-81.43456188888888888889
|
-81.4345618888889
|
41.0531380388887
|
2262335.125784
|
506918.286360928
|
689561.125461215
|
154509.002700799
|
824
|
824
|
FIRE
|
MB1826
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK
|
FIRE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2013 GOOD SCE HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
0.64982
|
N
|
81
|
29
|
59.01479
|
W
|
ADJUSTED
|
-33.53
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
150414.374
|
684129.846
|
0.99993953
|
+
|
0
|
39
|
25.7
|
|
MT
|
|
|
|
|
334.6
|
1098.0
|
VERT ANG
|
|
-0.51
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 5.5 KM (3.5 MI) SOUTHEAST FROM ADRON,
3.25 KM (2 MI) SOUTHEAST FROM THE AKRON MUNICIPAL AIRPORT AND 2.75 KM
(1.75 MI) NORTHEAST FROM THE SMALL VILLAGE OF PORTAGE LAKE. IT IS ON
A HILL JUST NORTH FROM THE FIRESTONE COUNTRY CLUB.
OWNERSHIP--FIRESTONE COUNTRY CLUB, 452 EAST WARNER ROAD, AKRON, OHIO.
TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 77 AND WATERLOO
ROAD, (THIS IS ALSO 0.4 KM (0.25 MI) NORTH FROM THE INTERSECTION OF
INTERSTATE HIGHWAYS 77, 177, AND U.S. HIGHWAY 224) GO EAST ON
WATERLOO ROAD FOR 1.15 KM (0.7 MI) TO A CROSSROADS. TURN RIGHT AND
GO SOUTH ON SOUTH ARLINGTON ROAD FOR 1.35 KM (0.85 MI) TO A SIDE ROAD,
SWARTZ ROAD LEFT. TURN LEFT AND PASS THROUGH A GATE (IF GATE IS LOCKED, A KEY
MAY BE OBTAINED FROM THE FIRESTONE COUNTRY CLUB) GO SOUTH ON A PAVED
ROAD FOR 0.05 KM (0.1 MI) TO A DIM ROAD LEFT. TURN LEFT AND GO EAST
ON THE DIM TRACK ROAD FOR 0.15 KM (0.1 MI) TO THE HIGHEST POINT AND
THE STATION.
THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK STAMPED
---FIRE 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
MONUMENT WHICH PROJECTS 5 CM (2-INCHES). IT IS 1.1 METERS (3.5 FEET)
NORTH FROM A WITNESS POST AND 3.1 METERS (10 FEET) SOUTH FROM THE
CENTER OF THE ROAD.
THERE ARE NO OTHER MARKS AT THIS STATION.
2004-APPROX. 300 FT SOUTH OF SWARTZ RD @ HSE NO'S 805 &799
GOOD GPS
|
2019-05-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1826 ***********************************************************************
MB1826 DESIGNATION - FIRE
MB1826 PID - MB1826
MB1826 STATE/COUNTY- OH/SUMMIT
MB1826
MB1826 HORZ DATUM - NAD 83(1986)
MB1826 VERT DATUM - NGVD 29
MB1826
MB1826 POSITION - 41 01 00.64982(N) 081 29 59.01479(W) ADJUSTED
MB1826 83 minus 27 - +00.20117 -00.58408 NADCON
MB1826
MB1826 HEIGHT - 334.6 (meters) 1098. (feet) VERT ANGLE
MB1826 ***********************************************************************
MB1826
MB1826 LAPLACE CORR- -0.51 DEFLEC90
MB1826 GEOID HEIGHT- -33.53 GEOID90
MB1826
MB1826
MB1826 HORZ ORDER - FIRST
MB1826
MB1826
MB1826.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1826.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1826.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB1826
MB1826; North East Scale Converg.
MB1826;SPC OH N - 150,414.374 684,129.846 0.99993953 +0 39 25.7 MT
MB1826;UTM 17 - 4,540,747.515 457,982.879 0.99962173 -0 19 40.7 MT
MB1826
MB1826
MB1826
MB1826_STATION MARK IS A TRIANGULATION STATION DISK
MB1826_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1826
MB1826 HISTORY - Year Condition Recov. By
MB1826 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1826
MB1826 STATION DESCRIPTION
MB1826
MB1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1826'THE STATION IS LOCATED ABOUT 5.5 KM (3.5 MI) SOUTHEAST FROM ADRON,
MB1826'3.25 KM (2 MI) SOUTHEAST FROM THE AKRON MUNICIPAL AIRPORT AND 2.75 KM
MB1826'(1.75 MI) NORTHEAST FROM THE SMALL VILLAGE OF PORTAGE LAKE. IT IS ON
MB1826'A HILL JUST NORTH FROM THE FIRESTONE COUNTRY CLUB.
MB1826'OWNERSHIP--FIRESTONE COUNTRY CLUB, 452 EAST WARNER ROAD, AKRON, OHIO.
MB1826'
MB1826'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 77 AND WATERLOO
MB1826'ROAD, (THIS IS ALSO 0.4 KM (0.25 MI) NORTH FROM THE INTERSECTION OF
MB1826'INTERSTATE HIGHWAYS 77, 177, AND U.S. HIGHWAY 224) GO EAST ON
MB1826'WATERLOO ROAD FOR 1.15 KM (0.7 MI) TO A CROSSROADS. TURN RIGHT AND
MB1826'GO SOUTH ON SOUTH ARLINGTON ROAD FOR 1.35 KM (0.85 MI) TO A SIDE ROAD
MB1826'LEFT. TURN LEFT AND PASS THROUGH A GATE (IF GATE IS LOCKED, A KEY
MB1826'MAY BE OBTAINED FROM THE FIRESTONE COUNTRY CLUB) GO SOUTH ON A PAVED
MB1826'ROAD FOR 0.05 KM (0.1 MI) TO A DIM ROAD LEFT. TURN LEFT AND GO EAST
MB1826'ON THE DIM TRACK ROAD FOR 0.15 KM (0.1 MI) TO THE HIGHEST POINT AND
MB1826'THE STATION.
MB1826'
MB1826'THE STATION MARK IS A STANDARD NGS TRIANGULATION STATION DISK STAMPED
MB1826'---FIRE 1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE
MB1826'MONUMENT WHICH PROJECTS 5 CM (2-INCHES). IT IS 1.1 METERS (3.5 FEET)
MB1826'NORTH FROM A WITNESS POST AND 3.1 METERS (10 FEET) SOUTH FROM THE
MB1826'CENTER OF THE ROAD.
MB1826'
MB1826'THERE ARE NO OTHER MARKS AT THIS STATION.
MB1826'
|
|
|
|
|
|
|
|
|
|
|
|
2244516.25
|
493483.96875
|
0101000020960E0000EEF65100D21F41417EC8ACF7B11E1E41
|
true
|
2013-07-16 04:50:00 -0400
|
false
|
41.01684717222222222223
|
-81.49972633055555555555
|
-81.4997263305556
|
41.0168471722221
|
2244516.00250136
|
493484.491870053
|
684129.845822106
|
150414.373950724
|
831
|
831
|
FIRESTONE C OF A 1963
|
MB2913
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
40.14803
|
N
|
81
|
31
|
48.83118
|
W
|
ADJUSTED
|
-33.56
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
153454.389
|
681530.186
|
0.99993922
|
+
|
0
|
38
|
13.5
|
|
MT
|
|
|
|
|
332.3
|
1090.0
|
VERT ANG
|
|
-0.42
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF DOWNTOWN
AKRON, NEAR THE SOUTHEAST
CORNER OF THE ROOF OF THE FIRESTONE RUBBER CO., PLANT NO 2 AT 1200
FIRESTONE PARKWAY. IT IS A CITY OF
AKRON DISK STAMPED FIRESTONE, SET IN THE TOP OF A 6 INCH
SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
ABOVE THE FLOOR OF THE ROOF OF THE BUILDING.
120 FEET SOUTH OF THE FLAGPOLE OVER THE MAIN ENTRANCE TO THE
BUILDING, 39.9 FEET NORTH OF THE
SOUTHEAST CORNER OF THE BUILDING, 22.7 FEET NORTH-NORTHWEST OF THE
NORTHEAST CORNER OF THE BASE OF
A LARGE STEEL STRUCTURE OF A NEON SIGN FIRESTONE, AND 4.5 FEET
WEST OF THE EAST WALL OF THE BUILDING.
FIRESTONE (ACS) A TO FIRESTONE (ACS) B 311.155 METERS.
|
2013-10-09 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2913 ***********************************************************************
MB2913 DESIGNATION - FIRESTONE C OF A 1963
MB2913 PID - MB2913
MB2913 STATE/COUNTY- OH/SUMMIT
MB2913
MB2913 HORZ DATUM - NAD 83(1986)
MB2913 VERT DATUM - NGVD 29
MB2913
MB2913 POSITION - 41 02 40.14803(N) 081 31 48.83118(W) ADJUSTED
MB2913 83 minus 27 - +00.19893 -00.57467 ADJUSTED
MB2913
MB2913 HEIGHT - 332.3 (meters) 1090. (feet) VERT ANGLE
MB2913 ***********************************************************************
MB2913
MB2913 LAPLACE CORR- -0.42 DEFLEC90
MB2913 GEOID HEIGHT- -33.56 GEOID90
MB2913
MB2913
MB2913 HORZ ORDER - FIRST
MB2913
MB2913
MB2913.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2913.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2913.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2913
MB2913; North East Scale Converg.
MB2913;SPC OH N - 153,454.389 681,530.186 0.99993922 +0 38 13.5 MT
MB2913;UTM 17 - 4,543,830.803 455,436.678 0.99962444 -0 20 53.4 MT
MB2913
MB2913: Primary Azimuth Mark Grid Az
MB2913:SPC OH N - AKRON SACKS ELECTRIC CO TANK 043 32 21.6
MB2913:UTM 17 - AKRON SACKS ELECTRIC CO TANK 044 31 28.5
MB2913
MB2913|---------------------------------------------------------------------|
MB2913| Pid Reference Object Distance Geod. AZ |
MB2913| dddmmss.ss|
MB2913| MB1411 FIRESTONE A C OF A 290.441 METERS 01804 |
MB2913| MB2890 AKRON SACKS ELECTRIC CO TANK APPROX. 3.3 KM 0441035.1 |
MB2913| MB1412 FIRESTONE B C OF A 92.834 METERS 11209 |
MB2913|---------------------------------------------------------------------|
MB2913
MB2913
MB2913 HISTORY - Year Condition Recov. By
MB2913 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2913
MB2913 STATION DESCRIPTION
MB2913
MB2913'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2913'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH-SOUTHWEST OF DOWNTOWN
MB2913'AKRON, NEAR THE SOUTHEAST
MB2913'CORNER OF THE ROOF OF THE FIRESTONE RUBBER CO., PLANT NO 2 AT 1200
MB2913'FIRESTONE PARKWAY. IT IS A CITY OF
MB2913'AKRON DISK STAMPED FIRESTONE, SET IN THE TOP OF A 6 INCH
MB2913'SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
MB2913'ABOVE THE FLOOR OF THE ROOF OF THE BUILDING.
MB2913'120 FEET SOUTH OF THE FLAGPOLE OVER THE MAIN ENTRANCE TO THE
MB2913'BUILDING, 39.9 FEET NORTH OF THE
MB2913'SOUTHEAST CORNER OF THE BUILDING, 22.7 FEET NORTH-NORTHWEST OF THE
MB2913'NORTHEAST CORNER OF THE BASE OF
MB2913'A LARGE STEEL STRUCTURE OF A NEON SIGN FIRESTONE, AND 4.5 FEET
MB2913'WEST OF THE EAST WALL OF THE BUILDING.
MB2913'
MB2913'FIRESTONE (ACS) A TO FIRESTONE (ACS) B 311.155 METERS.
MB2913'
|
|
|
|
|
|
|
|
|
|
|
|
2235987.75
|
503458.8125
|
0101000020960E00002548A579290F4141DB461B1989BA1E41
|
true
|
2013-10-16 05:04:00 -0400
|
false
|
41.04448556388888888889
|
-81.53023088333333333334
|
-81.5302308833333
|
41.0444855638887
|
2235986.9503565
|
503458.274518115
|
681530.185529032
|
153454.388981882
|
838
|
838
|
GARFIELD C OF A 1963
|
MB2888
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
43.06773
|
N
|
81
|
30
|
42.90846
|
W
|
ADJUSTED
|
-33.57
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
153561.726
|
683068.611
|
0.99993922
|
+
|
0
|
38
|
56.8
|
|
MT
|
|
|
|
|
345.6
|
1134.0
|
VERT ANG
|
|
-0.45
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 2-1/2 MILES SOUTH OF DOWNTOWN AKRON AND NEAR THE
SOUTHEAST CORNER OF THE ROOF
OF THE GARFIELD SCHOOL AT 435 NORTH FIRESTONE BOULEVARD. IT IS 11
FEET NORTH OF THE SOUTH COPING OF THE
ROOF AND 4.3 FEET WEST OF THE EAST COPING. THE
MARK IS A CITY OF AKRON DISK STAMPED GARFIELD SET IN THE
TOP OF A 6 INCH CONCRETE
MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
|
2013-10-09 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2888 ***********************************************************************
MB2888 DESIGNATION - GARFIELD C OF A 1963
MB2888 PID - MB2888
MB2888 STATE/COUNTY- OH/SUMMIT
MB2888
MB2888 HORZ DATUM - NAD 83(1986)
MB2888 VERT DATUM - NGVD 29
MB2888
MB2888 POSITION - 41 02 43.06773(N) 081 30 42.90846(W) ADJUSTED
MB2888 83 minus 27 - +00.19998 -00.57684 ADJUSTED
MB2888
MB2888 HEIGHT - 345.6 (meters) 1134. (feet) VERT ANGLE
MB2888 ***********************************************************************
MB2888
MB2888 LAPLACE CORR- -0.45 DEFLEC90
MB2888 GEOID HEIGHT- -33.57 GEOID90
MB2888
MB2888
MB2888 HORZ ORDER - FIRST
MB2888
MB2888
MB2888.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2888.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2888.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2888
MB2888; North East Scale Converg.
MB2888;SPC OH N - 153,561.726 683,068.611 0.99993922 +0 38 56.8 MT
MB2888;UTM 17 - 4,543,911.645 456,976.235 0.99962278 -0 20 10.2 MT
MB2888
MB2888: Primary Azimuth Mark Grid Az
MB2888:SPC OH N - AKRON TV STATION WAKR MAST 351 52 46.1
MB2888:UTM 17 - AKRON TV STATION WAKR MAST 352 51 53.1
MB2888
MB2888|---------------------------------------------------------------------|
MB2888| Pid Reference Object Distance Geod. AZ |
MB2888| dddmmss.ss|
MB2888| MB1422 GARFIELD A C OF A 167.239 METERS 11854 |
MB2888| MB2897 AKRON RADIO STA WAKR SW MAST APPROX. 2.7 KM 1644924.2 |
MB2888| MB2894 AKRON RADIO STA WAKR NW MAST APPROX. 2.7 KM 1652927.0 |
MB2888| MB2920 AKRON TV STATION WAKR MAST APPROX. 4.2 KM 3523142.9 |
MB2888|---------------------------------------------------------------------|
MB2888
MB2888
MB2888 HISTORY - Year Condition Recov. By
MB2888 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2888
MB2888 STATION DESCRIPTION
MB2888
MB2888'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2888'THE STATION IS ABOUT 2-1/2 MILES SOUTH OF DOWNTOWN AKRON AND NEAR THE
MB2888'SOUTHEAST CORNER OF THE ROOF
MB2888'OF THE GARFIELD SCHOOL AT 435 NORTH FIRESTONE BOULEVARD. IT IS 11
MB2888'FEET NORTH OF THE SOUTH COPING OF THE
MB2888'ROOF AND 4.3 FEET WEST OF THE EAST COPING. THE
MB2888'MARK IS A CITY OF AKRON DISK STAMPED GARFIELD SET IN THE
MB2888'TOP OF A 6 INCH CONCRETE
MB2888'MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
MB2888'
|
|
|
|
|
|
|
|
|
|
|
|
2241034.75
|
503810.125
|
0101000020960E0000E41020220519414158103BB809C01E41
|
true
|
2013-10-16 05:05:00 -0400
|
false
|
41.04529659166666666666
|
-81.51191901666666666667
|
-81.5119190166667
|
41.0452965916665
|
2241034.26660358
|
503810.429912811
|
683068.610597991
|
153561.726160863
|
839
|
839
|
GLOVER C OF A 1963
|
MB2930
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2011 DESTROYED SCE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
6.5362
|
N
|
81
|
30
|
8.88931
|
W
|
ADJUSTED
|
-33.58
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
154294.647
|
683854.744
|
0.99993918
|
+
|
0
|
39
|
19.2
|
|
MT
|
|
|
|
|
359.0
|
1178.0
|
VERT ANG
|
|
-0.42
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 2 MILES SOUTH-SOUTHEAST OF DOWNTOWN AKRON AND
NEAR THE SOUTHWEST CORNER OF THE
HIGHEST PART OF THE ROOF OF THE GLOVER ELEMENTARY SCHOOL AT 932
HAMMEL STREET. IT IS 5 FEET
EAST OF THE WEST COPING OF THE ROOF AND 4.5 FEET NORTH OF
THE SOUTH COPING. THE MARK IS A CITY OF AKRON
DISK STAMPED GLOVER SET IN THE TOP OF AN
8 INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
RECOVERY NOTE SUMMIT COUNTY ENGINEER 2011
GLOVER SCHOOL HAS BEEN RAZED AND A NEW SCHOOL BUILT
|
2011-12-01 19:00:00 -0500
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2930 ***********************************************************************
MB2930 DESIGNATION - GLOVER C OF A 1963
MB2930 PID - MB2930
MB2930 STATE/COUNTY- OH/SUMMIT
MB2930
MB2930 HORZ DATUM - NAD 83(1986)
MB2930 VERT DATUM - NGVD 29
MB2930
MB2930 POSITION - 41 03 06.53620(N) 081 30 08.88931(W) ADJUSTED
MB2930 83 minus 27 - +00.20050 -00.57757 ADJUSTED
MB2930
MB2930 HEIGHT - 359.0 (meters) 1178. (feet) VERT ANGLE
MB2930 ***********************************************************************
MB2930
MB2930 LAPLACE CORR- -0.42 DEFLEC90
MB2930 GEOID HEIGHT- -33.58 GEOID90
MB2930
MB2930
MB2930 HORZ ORDER - FIRST
MB2930
MB2930
MB2930.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2930.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2930.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2930
MB2930; North East Scale Converg.
MB2930;SPC OH N - 154,294.647 683,854.744 0.99993918 +0 39 19.2 MT
MB2930;UTM 17 - 4,544,630.711 457,774.602 0.99962194 -0 19 48.0 MT
MB2930
MB2930: Primary Azimuth Mark Grid Az
MB2930:SPC OH N - GARFIELD C OF A 1963 227 00 22.5
MB2930:UTM 17 - GARFIELD C OF A 1963 227 59 29.7
MB2930
MB2930|---------------------------------------------------------------------|
MB2930| Pid Reference Object Distance Geod. AZ |
MB2930| dddmmss.ss|
MB2930| MB2713 AKRON ELBON AVE MUNICIPAL TANK APPROX. 1.0 KM 0320938.1 |
MB2930| MB2888 GARFIELD C OF A 1963 APPROX. 1.1 KM 2273941.7 |
MB2930| MB2890 AKRON SACKS ELECTRIC CO TANK APPROX. 1.5 KM 3574034.0 |
MB2930|---------------------------------------------------------------------|
MB2930
MB2930
MB2930 HISTORY - Year Condition Recov. By
MB2930 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2930
MB2930 STATION DESCRIPTION
MB2930
MB2930'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2930'THE STATION IS ABOUT 2 MILES SOUTH-SOUTHEAST OF DOWNTOWN AKRON AND
MB2930'NEAR THE SOUTHWEST CORNER OF THE
MB2930'HIGHEST PART OF THE ROOF OF THE GLOVER ELEMENTARY SCHOOL AT 932
MB2930'HAMMEL STREET. IT IS 5 FEET
MB2930'EAST OF THE WEST COPING OF THE ROOF AND 4.5 FEET NORTH OF
MB2930'THE SOUTH COPING. THE MARK IS A CITY OF AKRON
MB2930'DISK STAMPED GLOVER SET IN THE TOP OF AN
MB2930'8 INCH CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF.
MB2930'
|
|
|
|
|
|
|
|
|
|
|
|
2243612.75
|
506214.8125
|
0101000020960E00001EA045B80E1E4141DC45B9159CE51E41
|
true
|
2011-12-05 03:43:00 -0500
|
false
|
41.05181561111111111111
|
-81.50246925277777777778
|
-81.5024692527778
|
41.051815611111
|
2243613.4396248
|
506215.021214572
|
683854.744107127
|
154294.647055479
|
843
|
843
|
GOODYEAR C OF A 1963
|
MB2696
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2014 UNABLE TO LOCATE, ON ROOF OF BLDG. SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
55.46867
|
N
|
81
|
28
|
28.17341
|
W
|
ADJUSTED
|
-33.58
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
153980.55
|
686210.432
|
0.99993919
|
+
|
0
|
40
|
25.3
|
|
MT
|
|
|
|
|
338.6
|
1111.0
|
VERT ANG
|
|
-0.43
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHEAST OF DOWNTOWN AKRON,
NEAR THE CENTER OF THE ROOF
OF THE ELEVATOR SHAFT OF BUILDING NUMBER 121, OF THE GOODYEAR RUBBER
COMPANY PLANT NUMBER 3, ABOUT 1/4
MILE NORTHWEST OF THE INTERSECTION OF ARCHWOOD AVENUE
AND SEIBERLING STREET. IT IS A CITY OF AKRON DISK
STAMPED GOODYEAR, SET IN THE TOP OF
A 6 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE THE ROOF
OF THE ELEVATOR SHAFT.
GOODYEAR (ACS) A IS LOCATED IN THE SOUTH BOUND LANE OF SEIBERLING
STREET, ABOUT 0.1 MILE
NORTH-NORTHWEST OF THE INTERSECTION OF ARCHWOOD AVENUE AND SEIBERLING
STREET. IT IS A CITY OF AKRON DISK
STAMPED GOODYEAR A, SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 7 INCHES UNDER A 3 FOOT
SQUARE OF CONCRETE WITH A 9 INCH IRON
MANHOLE COVER THAT IS FLUSH WITH THE SURFACE OF THE STREET. IT
IS 13.9 FEET WEST- SOUTHWEST OF
THE CENTERLINE OF SEIBERLING STREET, 6.4 FEET EAST-NORTHEAST OF THE
WEST CURB OF SEIBERLING STREET,
54.7 FEET NORTH OF A POWER POLE, 29.1 FEET NORTHEAST OF A
FENCE CORNER, AND IS EAST OF A SMALL
CEMETARY.
GOODYEAR (ACS) B IS 89.7 FEET SOUTH OF THE TRAFFIC LIGHT AT THE
INTERSECTION OF ARCHWOOD
AVENUE AND SEIBERLING STREET, 14.3 FEET WEST-SOUTHWEST OF THE
CENTERLINE OF SEIBERLING STREET,
13.6 FEET NORTH OF A POWER POLE, AND 5.6 FEET EAST-NORTHEAST OF
THE WEST CURB OF SEIBERLING STREET.
IT IS A CITY OF AKRON DISK GOODYEAR B, SET IN
THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 7
INCHES UNDER A 3 FOOT SQUARE OF
CONCRETE WITH A 9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
SURFACE OF THE STREET.
|
2014-04-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2696 ***********************************************************************
MB2696 DESIGNATION - GOODYEAR C OF A 1963
MB2696 PID - MB2696
MB2696 STATE/COUNTY- OH/SUMMIT
MB2696
MB2696 HORZ DATUM - NAD 83(1986)
MB2696 VERT DATUM - NGVD 29
MB2696
MB2696 POSITION - 41 02 55.46867(N) 081 28 28.17341(W) ADJUSTED
MB2696 83 minus 27 - +00.20230 -00.58217 ADJUSTED
MB2696
MB2696 HEIGHT - 338.6 (meters) 1111. (feet) VERT ANGLE
MB2696 ***********************************************************************
MB2696
MB2696 LAPLACE CORR- -0.43 DEFLEC90
MB2696 GEOID HEIGHT- -33.58 GEOID90
MB2696
MB2696
MB2696 HORZ ORDER - FIRST
MB2696
MB2696
MB2696.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2696.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2696.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2696
MB2696; North East Scale Converg.
MB2696;SPC OH N - 153,980.550 686,210.432 0.99993919 +0 40 25.3 MT
MB2696;UTM 17 - 4,544,276.265 460,123.793 0.99961957 -0 18 41.8 MT
MB2696
MB2696: Primary Azimuth Mark Grid Az
MB2696:SPC OH N - GOODYEAR B C OF A 108 01
MB2696:UTM 17 - GOODYEAR B C OF A 109 00
MB2696
MB2696|---------------------------------------------------------------------|
MB2696| Pid Reference Object Distance Geod. AZ |
MB2696| dddmmss.ss|
MB2696| MB1179 GOODYEAR A C OF A 257.462 METERS 05554 |
MB2696| MB1178 GOODYEAR B C OF A 353.622 METERS 10841 |
MB2696| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 1.8 KM 1672620.6 |
MB2696|---------------------------------------------------------------------|
MB2696
MB2696
MB2696 HISTORY - Year Condition Recov. By
MB2696 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2696
MB2696 STATION DESCRIPTION
MB2696
MB2696'DESCRIBED BY CITY OF AKRON OHIO 1963
MB2696'THE STATION IS LOCATED ABOUT 3-1/4 MILES SOUTHEAST OF DOWNTOWN AKRON,
MB2696'NEAR THE CENTER OF THE ROOF
MB2696'OF THE ELEVATOR SHAFT OF BUILDING NUMBER 121, OF THE GOODYEAR RUBBER
MB2696'COMPANY PLANT NUMBER 3, ABOUT 1/4
MB2696'MILE NORTHWEST OF THE INTERSECTION OF ARCHWOOD AVENUE
MB2696'AND SEIBERLING STREET. IT IS A CITY OF AKRON DISK
MB2696'STAMPED GOODYEAR, SET IN THE TOP OF
MB2696'A 6 INCH SQUARE CONCRETE POST, THAT PROJECTS 4 INCHES ABOVE THE ROOF
MB2696'OF THE ELEVATOR SHAFT.
MB2696'
MB2696'GOODYEAR (ACS) A IS LOCATED IN THE SOUTH BOUND LANE OF SEIBERLING
MB2696'STREET, ABOUT 0.1 MILE
MB2696'NORTH-NORTHWEST OF THE INTERSECTION OF ARCHWOOD AVENUE AND SEIBERLING
MB2696'STREET. IT IS A CITY OF AKRON DISK
MB2696'STAMPED GOODYEAR A, SET IN THE TOP OF A 6 INCH SQUARE
MB2696'CONCRETE POST THAT IS 7 INCHES UNDER A 3 FOOT
MB2696'SQUARE OF CONCRETE WITH A 9 INCH IRON
MB2696'MANHOLE COVER THAT IS FLUSH WITH THE SURFACE OF THE STREET. IT
MB2696'IS 13.9 FEET WEST- SOUTHWEST OF
MB2696'THE CENTERLINE OF SEIBERLING STREET, 6.4 FEET EAST-NORTHEAST OF THE
MB2696'WEST CURB OF SEIBERLING STREET,
MB2696'54.7 FEET NORTH OF A POWER POLE, 29.1 FEET NORTHEAST OF A
MB2696'FENCE CORNER, AND IS EAST OF A SMALL
MB2696'CEMETARY.
MB2696'
MB2696'GOODYEAR (ACS) B IS 89.7 FEET SOUTH OF THE TRAFFIC LIGHT AT THE
MB2696'INTERSECTION OF ARCHWOOD
MB2696'AVENUE AND SEIBERLING STREET, 14.3 FEET WEST-SOUTHWEST OF THE
MB2696'CENTERLINE OF SEIBERLING STREET,
MB2696'13.6 FEET NORTH OF A POWER POLE, AND 5.6 FEET EAST-NORTHEAST OF
MB2696'THE WEST CURB OF SEIBERLING STREET.
MB2696'IT IS A CITY OF AKRON DISK GOODYEAR B, SET IN
MB2696'THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 7
MB2696'INCHES UNDER A 3 FOOT SQUARE OF
MB2696'CONCRETE WITH A 9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
MB2696'SURFACE OF THE STREET.
MB2696'
|
|
|
|
|
|
|
|
|
|
|
|
2251341.5
|
505184.1875
|
0101000020960E0000A7D1BA07272D41417534231582D51E41
|
true
|
2014-05-15 04:03:00 -0400
|
false
|
41.04874129722222222222
|
-81.47449261388888888889
|
-81.4744926138889
|
41.0487412972221
|
2251342.06038876
|
505184.520642109
|
686210.432427359
|
153980.549852799
|
855
|
855
|
HALL 2 C OF A 1963
|
MB2892
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
50.0727
|
N
|
81
|
31
|
5.43131
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
157473.231
|
682498.555
|
0.99993917
|
+
|
0
|
38
|
42.0
|
|
MT
|
|
|
|
|
342.6
|
1124.0
|
VERT ANG
|
|
-0.22
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ON THE HIGHEST ROOF OF THE MUNICIPAL BUILDING
AT THE NORTHWEST ANGLE OF THE
INTERSECTION OF CHURCH AND SOUTH HIGH STREETS. IT IS A CITY OF AKRON
DISK STAMPED HALL 2, SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
4 INCHES ABOVE THE ROOF OF THE BUILDING. IT IS
2.2 FEET NORTH OF A SOUTH WALL OF THE
BUILDING, 21 FEET EAST OF A SOUTHWEST CORNER OF THE BUILDING, 13
FEET WEST OF A SOUTHEAST CORNER OF THE
BUILDING.
HALL (ACS) A IS LOCATED AT THE SOUTHEAST CURB OF THE INTERSECTION OF
BROADWAY AND MILL STREET.
IT IS A CITY OF AKRON DISK STAMPED HALL A, SET IN THE TOP OF A
6 INCH SQUARE CONCRETE POST THAT IS
5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH
9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
SURFACE OF THE STREET. IT IS 8
FEET NORTHWEST OF THE SOUTHEAST CURB OF THE INTERSECTION, 15.1 FEET
WEST OF A STREET POLE LIGHT, AND
25.8 FEET EAST OF THE CENTERLINE OF BROADWAY.
HALL (ACS) B IS LOCATED IN THE STREET AT 165 BROADWAY, 7.6 FEET NORTH
OF THE EXTENDED LINE OF A
DRIVEWAY AT THE SOUTHEAST CORNER OF THE ARMORY, 30.4 FEET SOUTHEAST
OF A STREET POLE LIGHT, AND 24.2 FEET
WEST OF THE EAST CURB OF BROADWAY. IT IS
A CITY OF AKRON DISK STAMPED HALL B, SET IN THE TOP OF A
6 INCH SQUARE CONCRETE POST THAT
IS 5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH IRON
MANHOLE COVER, THAT IS FLUSH WITH
THE SURFACE OF THE STREET.
|
2013-10-09 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2892 ***********************************************************************
MB2892 DESIGNATION - HALL 2 C OF A 1963
MB2892 PID - MB2892
MB2892 STATE/COUNTY- OH/SUMMIT
MB2892
MB2892 HORZ DATUM - NAD 83(1986)
MB2892 VERT DATUM - NGVD 29
MB2892
MB2892 POSITION - 41 04 50.07270(N) 081 31 05.43131(W) ADJUSTED
MB2892 83 minus 27 - +00.19896 -00.57186 ADJUSTED
MB2892
MB2892 HEIGHT - 342.6 (meters) 1124. (feet) VERT ANGLE
MB2892 ***********************************************************************
MB2892
MB2892 LAPLACE CORR- -0.22 DEFLEC90
MB2892 GEOID HEIGHT- -33.63 GEOID90
MB2892
MB2892
MB2892 HORZ ORDER - FIRST
MB2892
MB2892
MB2892.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2892.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2892.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2892
MB2892; North East Scale Converg.
MB2892;SPC OH N - 157,473.231 682,498.555 0.99993917 +0 38 42.0 MT
MB2892;UTM 17 - 4,547,831.135 456,473.691 0.99962332 -0 20 25.8 MT
MB2892
MB2892: Primary Azimuth Mark Grid Az
MB2892:SPC OH N - AKRON BRITTAIN RD MUN TANK 096 27 55.2
MB2892:UTM 17 - AKRON BRITTAIN RD MUN TANK 097 27 03.0
MB2892
MB2892|---------------------------------------------------------------------|
MB2892| Pid Reference Object Distance Geod. AZ |
MB2892| dddmmss.ss|
MB2892| MB2918 AKRON ZION LUTH CHURCH SPIRE 91.316 METERS 06209 |
MB2892| MB2699 AKRON BRITTAIN RD MUN TANK APPROX. 4.4 KM 0970637.2 |
MB2892| MB2902 AKRON SAALFIELD PUB CO SW TANK APPROX. 2.9 KM 1955857.7 |
MB2892| MB2884 AKRON WOOSTER AVE MUN TANK APPROX. 3.1 KM 2484041.3 |
MB2892| MB2880 AKRON WOOSTER AVE MUN SPIPE APPROX. 3.1 KM 2484704.8 |
MB2892| MB2917 AKRON DOVER AVE S MUN SPIPE APPROX. 3.8 KM 2600533.8 |
MB2892|---------------------------------------------------------------------|
MB2892
MB2892
MB2892 HISTORY - Year Condition Recov. By
MB2892 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2892
MB2892 STATION DESCRIPTION
MB2892
MB2892'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2892'THE STATION IS LOCATED ON THE HIGHEST ROOF OF THE MUNICIPAL BUILDING
MB2892'AT THE NORTHWEST ANGLE OF THE
MB2892'INTERSECTION OF CHURCH AND SOUTH HIGH STREETS. IT IS A CITY OF AKRON
MB2892'DISK STAMPED HALL 2, SET IN THE
MB2892'TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS
MB2892'4 INCHES ABOVE THE ROOF OF THE BUILDING. IT IS
MB2892'2.2 FEET NORTH OF A SOUTH WALL OF THE
MB2892'BUILDING, 21 FEET EAST OF A SOUTHWEST CORNER OF THE BUILDING, 13
MB2892'FEET WEST OF A SOUTHEAST CORNER OF THE
MB2892'BUILDING.
MB2892'
MB2892'HALL (ACS) A IS LOCATED AT THE SOUTHEAST CURB OF THE INTERSECTION OF
MB2892'BROADWAY AND MILL STREET.
MB2892'IT IS A CITY OF AKRON DISK STAMPED HALL A, SET IN THE TOP OF A
MB2892'6 INCH SQUARE CONCRETE POST THAT IS
MB2892'5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH
MB2892'9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
MB2892'SURFACE OF THE STREET. IT IS 8
MB2892'FEET NORTHWEST OF THE SOUTHEAST CURB OF THE INTERSECTION, 15.1 FEET
MB2892'WEST OF A STREET POLE LIGHT, AND
MB2892'25.8 FEET EAST OF THE CENTERLINE OF BROADWAY.
MB2892'
MB2892'HALL (ACS) B IS LOCATED IN THE STREET AT 165 BROADWAY, 7.6 FEET NORTH
MB2892'OF THE EXTENDED LINE OF A
MB2892'DRIVEWAY AT THE SOUTHEAST CORNER OF THE ARMORY, 30.4 FEET SOUTHEAST
MB2892'OF A STREET POLE LIGHT, AND 24.2 FEET
MB2892'WEST OF THE EAST CURB OF BROADWAY. IT IS
MB2892'A CITY OF AKRON DISK STAMPED HALL B, SET IN THE TOP OF A
MB2892'6 INCH SQUARE CONCRETE POST THAT
MB2892'IS 5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH IRON
MB2892'MANHOLE COVER, THAT IS FLUSH WITH
MB2892'THE SURFACE OF THE STREET.
MB2892'
|
|
|
|
|
|
|
|
|
|
|
|
2239164.5
|
516642.8125
|
0101000020960E0000E0F32F015E1541410BDDF3B28D881F41
|
true
|
2013-10-16 05:09:00 -0400
|
false
|
41.08057575
|
-81.51817536388888888889
|
-81.5181753638889
|
41.0805757499999
|
2239164.0092759
|
516643.42475839
|
682498.555024404
|
157473.230812803
|
858
|
858
|
HALL C OF A 1943
|
MB2893
|
OH
|
Summit
|
|
CITY OF AKRON
|
1942-12-31 20:00:00 -0400
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 2013 DESTROYED SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
4
|
50.19191
|
N
|
81
|
31
|
5.43074
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
|
OH N
|
157476.908
|
682498.527
|
0.99993917
|
+
|
0
|
38
|
42.0
|
|
MT
|
|
|
|
|
312.0
|
1024.0
|
SCALED
|
|
-0.22
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1943 (APR)
THIS STATION
WAS ESTABLISHED BY
THE AKRON CITY SURVEY. IT IS LOCATED IN THE
CITY OF AKRON, ON THE ROOF OF THE
MUNICIPAL BUILDING. THE BUILDING
IS LOCATED ON THE NW CORNER OF CHURCH AND SOUTH HIGH
STREETS.
THE STATION IS MARKED BY AN IRON BOLT SET IN CONCRETE ON THE
ROOF OF THE
VENTILATOR SHAFT. IT IS 19.4 FEET W OF THE INSIDE OF
THE NW CORNER OF THE STONE
COPING, 14.7 FEET E OF THE OUTSIDE OF
THE SE CORNER OF THE CHIMNEY COPING. THE
IRON BOLT PROJECTS 1
INCH ABOVE THE LEVEL OF THE ROOF.
NO ADDITIONAL MARKS WERE ESTABLISHED.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBM)
THE STATION WAS SEARCHED FOR, BUT WAS NOT RECOVERED. THE MARK WAS
DESTROYED BY CONSTRUCTION ON THE ROOF OF
THE BUILDING.
|
2013-10-15 20:00:00 -0400
|
USCGS
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2893 ***********************************************************************
MB2893 DESIGNATION - HALL C OF A 1943
MB2893 PID - MB2893
MB2893 STATE/COUNTY- OH/SUMMIT
MB2893
MB2893 HORZ DATUM - NAD 83(1986)
MB2893 VERT DATUM - NGVD 29
MB2893
MB2893 POSITION - 41 04 50.19191(N) 081 31 05.43074(W) ADJUSTED
MB2893 83 minus 27 - +00.19898 -00.57168 ADJUSTED
MB2893
MB2893 HEIGHT - 312. (meters) 1024. (feet) SCALED
MB2893 ***********************************************************************
MB2893
MB2893 LAPLACE CORR- -0.22 DEFLEC90
MB2893 GEOID HEIGHT- -33.63 GEOID90
MB2893
MB2893
MB2893 HORZ ORDER - SECOND
MB2893
MB2893
MB2893.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2893.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2893.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
MB2893
MB2893; North East Scale Converg.
MB2893;SPC OH N - 157,476.908 682,498.527 0.99993917 +0 38 42.0 MT
MB2893;UTM 17 - 4,547,834.811 456,473.726 0.99962332 -0 20 25.8 MT
MB2893
MB2893: Primary Azimuth Mark Grid Az
MB2893:SPC OH N - AKRON 326 24 28.2
MB2893:UTM 17 - AKRON 327 23 36.0
MB2893
MB2893|---------------------------------------------------------------------|
MB2893| Pid Reference Object Distance Geod. AZ |
MB2893| dddmmss.ss|
MB2893| MB1378 AKRON APPROX. 4.7 KM 3270310.2 |
MB2893|---------------------------------------------------------------------|
MB2893
MB2893
MB2893 HISTORY - Year Condition Recov. By
MB2893 HISTORY - 1943 STATION MONUMENTED CITY OF AKRON OHIO
MB2893 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB2893
MB2893 STATION DESCRIPTION
MB2893
MB2893'DESCRIBED BY CITY OF AKRON OHIO 1943 (APR)
MB2893'THIS STATION
MB2893'WAS ESTABLISHED BY
MB2893'THE AKRON CITY SURVEY. IT IS LOCATED IN THE
MB2893'CITY OF AKRON, ON THE ROOF OF THE
MB2893'MUNICIPAL BUILDING. THE BUILDING
MB2893'IS LOCATED ON THE NW CORNER OF CHURCH AND SOUTH HIGH
MB2893'STREETS.
MB2893'
MB2893'THE STATION IS MARKED BY AN IRON BOLT SET IN CONCRETE ON THE
MB2893'ROOF OF THE
MB2893'VENTILATOR SHAFT. IT IS 19.4 FEET W OF THE INSIDE OF
MB2893'THE NW CORNER OF THE STONE
MB2893'COPING, 14.7 FEET E OF THE OUTSIDE OF
MB2893'THE SE CORNER OF THE CHIMNEY COPING. THE
MB2893'IRON BOLT PROJECTS 1
MB2893'INCH ABOVE THE LEVEL OF THE ROOF.
MB2893'
MB2893'NO ADDITIONAL MARKS WERE ESTABLISHED.
MB2893'
MB2893
MB2893 STATION RECOVERY (1963)
MB2893
MB2893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JBM)
MB2893'THE STATION WAS SEARCHED FOR, BUT WAS NOT RECOVERED. THE MARK WAS
MB2893'DESTROYED BY CONSTRUCTION ON THE ROOF OF
MB2893'THE BUILDING.
MB2893'
|
|
|
|
|
|
|
|
|
|
|
|
2239164.5
|
516655.3125
|
0101000020960E0000FBD463F55D1541413DF9ADF4BD881F41
|
true
|
2013-10-16 05:27:00 -0400
|
false
|
41.08060886388888888889
|
-81.51817520555555555556
|
-81.5181752055556
|
41.0806088638888
|
2239163.91710913
|
516655.488944907
|
682498.526931916
|
157476.907984209
|
859
|
859
|
HUDSON NE MUN TANK
|
MB2755
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
TOP CENTER WATER TANK
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2001 GOOD COSE
HISTORY - 2004 GOOD COSE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
14
|
51.60599
|
N
|
81
|
26
|
9.20047
|
W
|
ADJUSTED
|
-33.89
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
176108.666
|
689186.004
|
0.99994406
|
+
|
0
|
41
|
56.6
|
|
MT
|
|
|
|
|
|
|
|
|
0.81
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS THE BALL TOP CENTER OF THE HUDSON NORTHEAST
MUNICIPAL WATER TANK. THE TANK HAS A CYLINDRICAL BODY WITH
A CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR
STEEL I-BEAM LEGS. IT IS GRAY IN COLOR AND APPROXIMATELY
120 FEET HIGH.
IT IS LOCATED IN THE NORTHEAST SECTION OF HUDSON, ABOUT 0.5
MILE NORTH-NORTHEAST OF THE CENTER OF TOWN, 0.2 MILE EAST OF
STATE HIGHWAY 91, AND 100 FEET SOUTHEAST OF THE ADMINISTRATION
BUILDING OF WESTERN RESERVE ACADEMY.
|
2004-05-15 20:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2755 ***********************************************************************
MB2755 DESIGNATION - HUDSON NE MUN TANK
MB2755 PID - MB2755
MB2755 STATE/COUNTY- OH/SUMMIT
MB2755
MB2755 HORZ DATUM - NAD 83(1986)
MB2755 VERT DATUM - N/A
MB2755
MB2755 POSITION - 41 14 51.60599(N) 081 26 09.20047(W) ADJUSTED
MB2755 83 minus 27 - +00.20210 -00.60873 ADJUSTED
MB2755
MB2755 HEIGHT -
MB2755 ***********************************************************************
MB2755
MB2755 LAPLACE CORR- 0.81 DEFLEC90
MB2755 GEOID HEIGHT- -33.89 GEOID90
MB2755
MB2755
MB2755 HORZ ORDER - THIRD
MB2755
MB2755
MB2755.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2755.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2755
MB2755; North East Scale Converg.
MB2755;SPC OH N - 176,108.666 689,186.004 0.99994406 +0 41 56.6 MT
MB2755;UTM 17 - 4,566,342.783 463,478.586 0.99961641 -0 17 14.6 MT
MB2755
MB2755
MB2755
MB2755
MB2755 HISTORY - Year Condition Recov. By
MB2755 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2755
MB2755 STATION DESCRIPTION
MB2755
MB2755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2755'THE STATION IS THE BALL TOP CENTER OF THE HUDSON NORTHEAST
MB2755'MUNICIPAL WATER TANK. THE TANK HAS A CYLINDRICAL BODY WITH
MB2755'A CONICAL TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY FOUR
MB2755'STEEL I-BEAM LEGS. IT IS GRAY IN COLOR AND APPROXIMATELY
MB2755'120 FEET HIGH.
MB2755'
MB2755'IT IS LOCATED IN THE NORTHEAST SECTION OF HUDSON, ABOUT 0.5
MB2755'MILE NORTH-NORTHEAST OF THE CENTER OF TOWN, 0.2 MILE EAST OF
MB2755'STATE HIGHWAY 91, AND 100 FEET SOUTHEAST OF THE ADMINISTRATION
MB2755'BUILDING OF WESTERN RESERVE ACADEMY.
MB2755'
MB2755'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2755'
|
|
|
|
|
|
|
|
|
|
|
|
2261104.0
|
577783.5
|
0101000020960E0000E1560B353840414179D16E5CEEA12141
|
false
|
2005-03-17 05:08:00 -0500
|
false
|
41.24766833055555555555
|
-81.43588901944444444444
|
-81.4358890194444
|
41.2476683305554
|
2261104.41440855
|
577783.180532976
|
689186.003883734
|
176108.665643765
|
860
|
860
|
HUDSON SW MUN TANK
|
MB2759
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
WATER TANK
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2001 GOOD COSE
HISTORY - 2004 GOOD COSE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
14
|
10.87332
|
N
|
81
|
26
|
54.60349
|
W
|
ADJUSTED
|
-33.88
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
174839.42
|
688144.163
|
0.99994346
|
+
|
0
|
41
|
26.8
|
|
MT
|
|
|
|
|
|
|
|
|
0.84
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS THE APEX OF VENT ATOP THE HUDSON SOUTHWEST
MUNICIPAL WATER TANK. THE TANK HAS A CYLINDRICAL BODY WITH A
DOME TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY EIGHT TUBULAR
LEGS. IT IS GRAY IN COLOR AND APPROXIMATELY 150 FEET HIGH.
IT IS LOCATED IN THE SOUTHWEST SECTION OF HUDSON, ABOUT 0.5
MILE SOUTHWEST OF THE CENTER OF TOWN, 0.4 MILE WEST OF STATE
HIGHWAY 91, 0.25 MILE SOUTH OF STATE HIGHWAY 303, AND 200 FEET
EAST OF TRUMBULL DRIVE. BEHIND THE MILFORD CORPORATE CENTER
ON MILFORD STREET.
|
2004-05-05 20:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2759 ***********************************************************************
MB2759 DESIGNATION - HUDSON SW MUN TANK
MB2759 PID - MB2759
MB2759 STATE/COUNTY- OH/SUMMIT
MB2759
MB2759 HORZ DATUM - NAD 83(1986)
MB2759 VERT DATUM - N/A
MB2759
MB2759 POSITION - 41 14 10.87332(N) 081 26 54.60349(W) ADJUSTED
MB2759 83 minus 27 - +00.20390 -00.60638 ADJUSTED
MB2759
MB2759 HEIGHT -
MB2759 ***********************************************************************
MB2759
MB2759 LAPLACE CORR- 0.84 DEFLEC90
MB2759 GEOID HEIGHT- -33.88 GEOID90
MB2759
MB2759
MB2759 HORZ ORDER - THIRD
MB2759
MB2759
MB2759.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2759.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2759
MB2759; North East Scale Converg.
MB2759;SPC OH N - 174,839.420 688,144.163 0.99994346 +0 41 26.8 MT
MB2759;UTM 17 - 4,565,092.071 462,415.396 0.99961738 -0 17 44.3 MT
MB2759
MB2759
MB2759
MB2759
MB2759 HISTORY - Year Condition Recov. By
MB2759 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2759
MB2759 STATION DESCRIPTION
MB2759
MB2759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2759'THE STATION IS THE APEX OF VENT ATOP THE HUDSON SOUTHWEST
MB2759'MUNICIPAL WATER TANK. THE TANK HAS A CYLINDRICAL BODY WITH A
MB2759'DOME TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY EIGHT TUBULAR
MB2759'LEGS. IT IS GRAY IN COLOR AND APPROXIMATELY 150 FEET HIGH.
MB2759'
MB2759'IT IS LOCATED IN THE SOUTHWEST SECTION OF HUDSON, ABOUT 0.5
MB2759'MILE SOUTHWEST OF THE CENTER OF TOWN, 0.4 MILE WEST OF STATE
MB2759'HIGHWAY 91, 0.25 MILE SOUTH OF STATE HIGHWAY 303, AND 200 FEET
MB2759'EAST OF TRUMBULL DRIVE.
MB2759'
MB2759'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2759'
|
|
|
|
|
|
|
|
|
|
|
|
2257686.25
|
573619.4375
|
0101000020960E00004E374E278B394141EFA8CAFE65812141
|
false
|
2005-03-17 05:10:00 -0500
|
false
|
41.2363537
|
-81.44850096944444444444
|
-81.4485009694444
|
41.2363536999999
|
2257686.30707446
|
573618.997639922
|
688144.162684622
|
174839.420159472
|
861
|
861
|
HERSH
|
KY2998
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
HERSH 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 UNABLE TO LOCATE SCEHISTORY - 2013 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
1.44193
|
N
|
81
|
25
|
28.97661
|
W
|
ADJUSTED
|
-33.51
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
146812.583
|
690483.776
|
0.99994021
|
+
|
0
|
42
|
23.1
|
|
MT
|
|
|
|
|
348.2
|
1143.0
|
VERT ANG
|
|
-0.89
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTHEAST FROM AKRON, 1.6
KM (1 MI) NORTHWEST FROM UNIONTOWN AND JUST NORTH OF A GRAVEL PIT.
OWNERSHIP--MR. JAMES MARSH, 1355 MARTIN ROAD, MARODORE, OHIO 44260.
TELEPHONE NUMBER (216) 628-4056.
TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 8 AND
619 IN UNIONTOWN, GO NORTH ON ROUTE 8 FOR 1.0 KM (0.6 MI) TO A SIDE
ROAD LEFT. TURN LEFT AND GO WEST ON SWITZER ROAD FOR 1.6 KM (1.0 MI)
TO A VACANT LOT ON THE LEFT. TURN LEFT AND GO SOUTH ACROSS COUNTRY
FOR 0.2 KM (0.1 MI) TO THE HIGHEST POINT AND THE STATION 3.1 METERS
(10.2 FEET) WEST OF A WELL MARKED TRAIL.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---HERSH 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES) ABOVE THE GROUND
LOCATED 3.1 METERS (10.2 FEET) W FROM A WELL MARKED FOOT TRAIL, 0.8
METER (2.6 FEET) N FROM A CARSONITE WITNESS POST, AND 5.3 METERS
(17.5 FEET) N FROM A BANK AT THE EDGE OF A GRAVEL PIT.
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---HERSH 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES) ABOVE THE GROUND
LOCATED 11.7 METERS (38.5 FEET) NE FROM THE CENTERLINE OF MYERSVILLE
ROAD, 5.3 METERS (17.4 FEET) SSE FROM A POWERLINE POLE NUMBERED 3732,
AND 0.9 METER (3.1 FEET) NNW FROM A CARSONITE WITNESS POST.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO SWITZER ROAD,
TURN LEFT AND GO WEST ON SWITZER ROAD FOR 0.6 KM (0.4 MI) TO A
T-INTERSECTION. TURN LEFT AND GO SOUTH-SOUTHEAST ON MYERSVILLE ROAD
FOR 0.8 KM (0.5 MI) TO THE MARK ON THE LEFT ATOP A SMALL CUT BANK
ABOUT 3 METERS (10 FEET) HIGHER THAN THE ROAD AND ON A NARROW STRIP
OF GROUND BETWEEN A GRAVEL PIT AND MYERSVILLE ROAD.
|
2015-12-04 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2998 ***********************************************************************
KY2998 DESIGNATION - HERSH
KY2998 PID - KY2998
KY2998 STATE/COUNTY- OH/SUMMIT
KY2998
KY2998 HORZ DATUM - NAD 83(1986)
KY2998 VERT DATUM - NGVD 29
KY2998
KY2998 POSITION - 40 59 01.44193(N) 081 25 28.97661(W) ADJUSTED
KY2998 83 minus 27 - +00.20370 -00.59532 NADCON
KY2998
KY2998 HEIGHT - 348.2 (meters) 1143. (feet) VERT ANGLE
KY2998 ***********************************************************************
KY2998
KY2998 LAPLACE CORR- -0.89 DEFLEC90
KY2998 GEOID HEIGHT- -33.51 GEOID90
KY2998
KY2998
KY2998 HORZ ORDER - FIRST
KY2998
KY2998
KY2998.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY2998.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2998.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY2998
KY2998; North East Scale Converg.
KY2998;SPC OH N - 146,812.583 690,483.776 0.99994021 +0 42 23.1 MT
KY2998;UTM 17 - 4,537,038.218 464,271.931 0.99961571 -0 16 42.8 MT
KY2998
KY2998
KY2998
KY2998_STATION MARK IS A TRIANGULATION STATION DISK
KY2998_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2998
KY2998 HISTORY - Year Condition Recov. By
KY2998 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2998
KY2998 STATION DESCRIPTION
KY2998
KY2998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2998'THERE ARE NO REFERENCE MARKS AT THIS STATION.
KY2998'
KY2998'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTHEAST FROM AKRON, 1.6
KY2998'KM (1 MI) NORTHWEST FROM UNIONTOWN AND JUST NORTH OF A GRAVEL PIT.
KY2998'OWNERSHIP--MR. JAMES MARSH, 1355 MARTIN ROAD, MARODORE, OHIO 44260.
KY2998'TELEPHONE NUMBER (216) 628-4056.
KY2998'
KY2998'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 8 AND
KY2998'619 IN UNIONTOWN, GO NORTH ON ROUTE 8 FOR 1.0 KM (0.6 MI) TO A SIDE
KY2998'ROAD LEFT. TURN LEFT AND GO WEST ON SWITZER ROAD FOR 1.6 KM (1.0 MI)
KY2998'TO A VACANT LOT ON THE LEFT. TURN LEFT AND GO SOUTH ACROSS COUNTRY
KY2998'FOR 0.2 KM (0.1 MI) TO THE HIGHEST POINT AND THE STATION 3.1 METERS
KY2998'(10.2 FEET) WEST OF A WELL MARKED TRAIL.
KY2998'
KY2998'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY2998'---HERSH 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY2998'(12 INCHES) IN DIAMETER PROJECTING 10 CM (4 INCHES) ABOVE THE GROUND
KY2998'LOCATED 3.1 METERS (10.2 FEET) W FROM A WELL MARKED FOOT TRAIL, 0.8
KY2998'METER (2.6 FEET) N FROM A CARSONITE WITNESS POST, AND 5.3 METERS
KY2998'(17.5 FEET) N FROM A BANK AT THE EDGE OF A GRAVEL PIT.
KY2998'
KY2998'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY2998'---HERSH 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY2998'(12 INCHES) IN DIAMETER PROJECTING 8 CM (3 INCHES) ABOVE THE GROUND
KY2998'LOCATED 11.7 METERS (38.5 FEET) NE FROM THE CENTERLINE OF MYERSVILLE
KY2998'ROAD, 5.3 METERS (17.4 FEET) SSE FROM A POWERLINE POLE NUMBERED 3732,
KY2998'AND 0.9 METER (3.1 FEET) NNW FROM A CARSONITE WITNESS POST.
KY2998'
KY2998'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO SWITZER ROAD,
KY2998'TURN LEFT AND GO WEST ON SWITZER ROAD FOR 0.6 KM (0.4 MI) TO A
KY2998'T-INTERSECTION. TURN LEFT AND GO SOUTH-SOUTHEAST ON MYERSVILLE ROAD
KY2998'FOR 0.8 KM (0.5 MI) TO THE MARK ON THE LEFT ATOP A SMALL CUT BANK
KY2998'ABOUT 3 METERS (10 FEET) HIGHER THAN THE ROAD AND ON A NARROW STRIP
KY2998'OF GROUND BETWEEN A GRAVEL PIT AND MYERSVILLE ROAD.
KY2998'
|
|
|
|
|
|
|
|
|
|
|
|
2265363.0
|
481667.71875
|
0101000020960E0000A8EE3E1889484141E839FE760E661D41
|
true
|
2013-09-12 09:36:00 -0400
|
false
|
40.98373386944444444444
|
-81.424715725
|
-81.424715725
|
40.9837338694443
|
2265362.18942054
|
481667.616204171
|
690483.776302933
|
146812.583044179
|
862
|
862
|
HERSH AZ MK
|
KY2999
|
OH
|
Summit
|
|
NGS
|
1982-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
HERSH 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2000 GOOD COSE SURVEY CREW
HISTORY - 2004 UNABLE TO LOCATE COSE SURVEY CREW
HISTORY - 2012 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
58
|
48.17526
|
N
|
81
|
25
|
33.07359
|
W
|
ADJUSTED
|
-33.51
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
146402.205
|
690393.056
|
0.99994031
|
+
|
0
|
42
|
20.4
|
|
MT
|
|
|
|
|
339.2
|
1113.0
|
VERT ANG
|
|
-1.0
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTHEAST FROM AKRON, 1.6
KM (1.0 MI) NORTHWEST FROM UNIONTOWN, AND JUST SOUTHEAST FROM A
GRAVEL PIT. OWNERSHIP--MR. JAMES MARSHALL, 1355 MARTIN ROAD,
MARADORE, OHIO 44260. TELEPHONE (216) 628-4056.
TO REACH FROM THE INTERSECTION OF STATE ROUTE 8 AND 619 IN UNIONTOWN,
GO NORTH ON ROUTE 8 FOR 1.0 KM (0.6 MI) TO A SIDE ROAD LEFT. TURN
LEFT AND GO WEST ON SWITZER ROAD FOR 2.2 KM (1.4 MI) TO A
T-INTERSECTION. TURN LEFT AND GO SOUTH-SOUTHEAST ON MYERSVILLE ROAD
FOR 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
THE STATION MARK IS A STANDARD NGS AZIMUTH DISK STAMPED---HERSH
1983--- AND SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST
PROJECTING ABOUT 8 CM (3 INCHES). IT IS 11.7 METERS (38.5 FEET)
NORTHEAST FROM THE CENTERLINE OF MYERSVILLE ROAD AND ATOP A 3 METER
(10 FEET) HIGH CUT BANK, 5.3 METERS (17.4 FEET) SOUTH-SOUTHEAST OF A
POWERLINE POLE NUMBERED 3732, 1.0 METER (3.1 FEET) NORTH-NORTHWEST
FROM A CARSONITE WITNESS POST.
|
2012-09-18 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2999 ***********************************************************************
KY2999 DESIGNATION - HERSH AZ MK
KY2999 PID - KY2999
KY2999 STATE/COUNTY- OH/SUMMIT
KY2999
KY2999 HORZ DATUM - NAD 83(1986)
KY2999 VERT DATUM - NGVD 29
KY2999
KY2999 POSITION - 40 58 48.17526(N) 081 25 33.07359(W) ADJUSTED
KY2999 83 minus 27 - +00.20379 -00.59488 NADCON
KY2999
KY2999 HEIGHT - 339.2 (meters) 1113. (feet) VERT ANGLE
KY2999 ***********************************************************************
KY2999
KY2999 LAPLACE CORR- -1.00 DEFLEC90
KY2999 GEOID HEIGHT- -33.51 GEOID90
KY2999
KY2999
KY2999 HORZ ORDER - SECOND
KY2999
KY2999
KY2999.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY2999.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2999.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY2999.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY2999
KY2999; North East Scale Converg.
KY2999;SPC OH N - 146,402.205 690,393.056 0.99994031 +0 42 20.4 MT
KY2999;UTM 17 - 4,536,629.593 464,174.201 0.99961580 -0 16 45.4 MT
KY2999
KY2999
KY2999
KY2999_STATION MARK IS AN AZIMUTH MARK DISK
KY2999_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2999
KY2999 HISTORY - Year Condition Recov. By
KY2999 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2999
KY2999 STATION DESCRIPTION
KY2999
KY2999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY2999'THE STATION IS LOCATED ABOUT 13 KM (8 MI) SOUTHEAST FROM AKRON, 1.6
KY2999'KM (1.0 MI) NORTHWEST FROM UNIONTOWN, AND JUST SOUTHEAST FROM A
KY2999'GRAVEL PIT. OWNERSHIP--MR. JAMES MARSHALL, 1355 MARTIN ROAD,
KY2999'MARADORE, OHIO 44260. TELEPHONE (216) 628-4056.
KY2999'
KY2999'TO REACH FROM THE INTERSECTION OF STATE ROUTE 8 AND 619 IN UNIONTOWN,
KY2999'GO NORTH ON ROUTE 8 FOR 1.0 KM (0.6 MI) TO A SIDE ROAD LEFT. TURN
KY2999'LEFT AND GO WEST ON SWITZER ROAD FOR 2.2 KM (1.4 MI) TO A
KY2999'T-INTERSECTION. TURN LEFT AND GO SOUTH-SOUTHEAST ON MYERSVILLE ROAD
KY2999'FOR 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
KY2999'
KY2999'THE STATION MARK IS A STANDARD NGS AZIMUTH DISK STAMPED---HERSH
KY2999'1983--- AND SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST
KY2999'PROJECTING ABOUT 8 CM (3 INCHES). IT IS 11.7 METERS (38.5 FEET)
KY2999'NORTHEAST FROM THE CENTERLINE OF MYERSVILLE ROAD AND ATOP A 3 METER
KY2999'(10 FEET) HIGH CUT BANK, 5.3 METERS (17.4 FEET) SOUTH-SOUTHEAST OF A
KY2999'POWERLINE POLE NUMBERED 3732, 1.0 METER (3.1 FEET) NORTH-NORTHWEST
KY2999'FROM A CARSONITE WITNESS POST.
KY2999'
|
|
|
|
|
|
|
|
|
|
|
|
2265063.5
|
480321.375
|
0101000020960E0000555A6D46F4474141415D45F104511D41
|
true
|
2012-09-19 10:16:00 -0400
|
false
|
40.98004868333333333334
|
-81.425853775
|
-81.425853775
|
40.9800486833332
|
2265064.55021218
|
480321.235616166
|
690393.055690785
|
146402.205420201
|
865
|
865
|
HIGHLAND C OF A 1963
|
MB2903
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 00:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION M - ONUMENTED CITY OF AKRON OHIOHISTORY - 2012 UNABLE TO LOCATE SCE - 2017 NOT FOUND 2022 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
49.97048
|
N
|
81
|
32
|
44.96158
|
W
|
ADJUSTED
|
-33.65
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
159294.998
|
680155.35
|
0.99993927
|
+
|
0
|
37
|
36.6
|
|
MT
|
|
|
|
|
366.1
|
1201.0
|
VERT ANG
|
|
-0.32
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 1-3/4 MILES NORTHWEST OF DOWNTOWN AKRON, IN THE
SOUTHWEST ANGLE OF THE
INTERSECTION OF NORTH PORTAGE PATH AND WEST MARKET STREET, NEAR THE
NORTHEAST CORNER OF THE ROOF OF THE
HIGHLAND TOWERS APARTMENT BUILDING AT 900 WEST MARKET
STREET. IT IS 7.8 FEET SOUTH OF THE NORTH
EDGE OF THE ROOF AND 13.6 FEET WEST OF THE
EAST EDGE OF THE ROOF. THE MARK IS A CITY OF AKRON DISK SET
IN THE TOP OF A 6 INCH CONCRETE
MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF AND IS STAMPED HIGHLAND.
HIGHLAND B IS ABOUT 250 FEET WEST OF THE INTERSECTION OF NORTH
PORTAGE PATH AND WEST MARKET
STREET NEAR THE SOUTH EDGE OF THE EAST BOUND LANE OF WEST MARKET
STREET. IT IS 4.6 FEET NORTH OF THE
SOUTH CURB OF WEST MARKET STREET, 13.4 FEET SOUTH OF THE
CENTERLINE OF WEST MARKET STREET, 13.2 FEET
NORTHEAST OF POWER POLE NUMBER 50847 AND
149 FEET EAST OF THE INTERSECTION OF WEST MARKET AND MARVIN
AVENUE. THE MARK IS A CITY OF AKRON
DISK STAMPED HIGHLAND B SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
MONUMENT 4 INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
IRON COVER.
HIGHLAND A IS NEAR THE SOUTH EDGE OF WEST MARKET STREET, IN FRONT OF
THE HIGHLAND THEATER, ABOUT
300 FEET EAST OF THE INTERSECTION OF NORTH PORTAGE PATH AND WEST
MARKET STREET. IT IS 11.6 FEET
NORTH OF THE SOUTH CURB OF WEST MARKET STREET, 21 FEET SOUTH OF
THE CENTERLINE OF WEST MARKET STREET AND
25.8 NORTH OF THE NORTHWEST CORNER OF THE
HIGHLAND THEATER TICKET BOOTH. THE MARK IS A CITY OF AKRON
DISK STAMPED HIGHLAND A SET IN
THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
|
2022-01-25 00:00:00 -0500
|
SCE
|
NOT RECOVERED
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2903 ***********************************************************************
MB2903 DESIGNATION - HIGHLAND C OF A 1963
MB2903 PID - MB2903
MB2903 STATE/COUNTY- OH/SUMMIT
MB2903
MB2903 HORZ DATUM - NAD 83(1986)
MB2903 VERT DATUM - NGVD 29
MB2903
MB2903 POSITION - 41 05 49.97048(N) 081 32 44.96158(W) ADJUSTED
MB2903 83 minus 27 - +00.19656 -00.56582 ADJUSTED
MB2903
MB2903 HEIGHT - 366.1 (meters) 1201. (feet) VERT ANGLE
MB2903 ***********************************************************************
MB2903
MB2903 LAPLACE CORR- -0.32 DEFLEC90
MB2903 GEOID HEIGHT- -33.65 GEOID90
MB2903
MB2903
MB2903 HORZ ORDER - FIRST
MB2903
MB2903
MB2903.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2903.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2903.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2903
MB2903; North East Scale Converg.
MB2903;SPC OH N - 159,294.998 680,155.350 0.99993927 +0 37 36.6 MT
MB2903;UTM 17 - 4,549,692.352 454,162.896 0.99962586 -0 21 31.7 MT
MB2903
MB2903: Primary Azimuth Mark Grid Az
MB2903:SPC OH N - HIGHLAND A C OF A 109 28
MB2903:UTM 17 - HIGHLAND A C OF A 110 28
MB2903
MB2903|---------------------------------------------------------------------|
MB2903| Pid Reference Object Distance Geod. AZ |
MB2903| dddmmss.ss|
MB2903| MB1372 HIGHLAND A C OF A 161.742 METERS 11006 |
MB2903| MB1371 HIGHLAND B C OF A 68.323 METERS 33007 |
MB2903|---------------------------------------------------------------------|
MB2903
MB2903
MB2903 HISTORY - Year Condition Recov. By
MB2903 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2903
MB2903 STATION DESCRIPTION
MB2903
MB2903'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2903'THE STATION IS ABOUT 1-3/4 MILES NORTHWEST OF DOWNTOWN AKRON, IN THE
MB2903'SOUTHWEST ANGLE OF THE
MB2903'INTERSECTION OF NORTH PORTAGE PATH AND WEST MARKET STREET, NEAR THE
MB2903'NORTHEAST CORNER OF THE ROOF OF THE
MB2903'HIGHLAND TOWERS APARTMENT BUILDING AT 900 WEST MARKET
MB2903'STREET. IT IS 7.8 FEET SOUTH OF THE NORTH
MB2903'EDGE OF THE ROOF AND 13.6 FEET WEST OF THE
MB2903'EAST EDGE OF THE ROOF. THE MARK IS A CITY OF AKRON DISK SET
MB2903'IN THE TOP OF A 6 INCH CONCRETE
MB2903'MONUMENT PROJECTING 4 INCHES ABOVE THE ROOF AND IS STAMPED HIGHLAND.
MB2903'
MB2903'HIGHLAND B IS ABOUT 250 FEET WEST OF THE INTERSECTION OF NORTH
MB2903'PORTAGE PATH AND WEST MARKET
MB2903'STREET NEAR THE SOUTH EDGE OF THE EAST BOUND LANE OF WEST MARKET
MB2903'STREET. IT IS 4.6 FEET NORTH OF THE
MB2903'SOUTH CURB OF WEST MARKET STREET, 13.4 FEET SOUTH OF THE
MB2903'CENTERLINE OF WEST MARKET STREET, 13.2 FEET
MB2903'NORTHEAST OF POWER POLE NUMBER 50847 AND
MB2903'149 FEET EAST OF THE INTERSECTION OF WEST MARKET AND MARVIN
MB2903'AVENUE. THE MARK IS A CITY OF AKRON
MB2903'DISK STAMPED HIGHLAND B SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
MB2903'MONUMENT 4 INCHES BELOW THE
MB2903'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
MB2903'IRON COVER.
MB2903'
MB2903'HIGHLAND A IS NEAR THE SOUTH EDGE OF WEST MARKET STREET, IN FRONT OF
MB2903'THE HIGHLAND THEATER, ABOUT
MB2903'300 FEET EAST OF THE INTERSECTION OF NORTH PORTAGE PATH AND WEST
MB2903'MARKET STREET. IT IS 11.6 FEET
MB2903'NORTH OF THE SOUTH CURB OF WEST MARKET STREET, 21 FEET SOUTH OF
MB2903'THE CENTERLINE OF WEST MARKET STREET AND
MB2903'25.8 NORTH OF THE NORTHWEST CORNER OF THE
MB2903'HIGHLAND THEATER TICKET BOOTH. THE MARK IS A CITY OF AKRON
MB2903'DISK STAMPED HIGHLAND A SET IN
MB2903'THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
MB2903'SURFACE OF A 3 FOOT SQUARE OF
MB2903'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB2903'
|
|
|
|
|
|
|
|
|
|
|
|
2231476.5
|
522620.25
|
0101000020960E00006A7C112C5A0641411DE51E5AF1E51F41
|
true
|
2013-10-16 05:33:00 -0400
|
false
|
41.09721402222222222222
|
-81.54582266111111111111
|
-81.5458226611111
|
41.0972140222221
|
2231476.34428363
|
522620.33800848
|
680155.35004835
|
159294.997614963
|
868
|
868
|
HOHMAN
|
KY3455
|
OH
|
Summit
|
|
USCGS
|
1950-12-31 19:00:00 -0500
|
DISK
|
HOHMAN 1951
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1957 US GEOLOGICAL SURVEY
HISTORY - 1999 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2004 DESTROYED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
40
|
59
|
30.1008
|
N
|
81
|
31
|
59.91243
|
W
|
ADJUSTED
|
-33.49
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
|
OH N
|
147589.577
|
681336.389
|
0.99994002
|
+
|
0
|
38
|
6.2
|
|
MT
|
|
|
|
|
335.0
|
1099.0
|
SCALED
|
|
-0.74
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE SOUTH CORPORATION
LIMITS OF AKRON ON A HILL NEAR
WHAT IS LOCALLY KNOWN AS HOHMANS LANDING, ABOUT 0.5 MILE NORTH OF
WILLOW VIEW DRIVE AND 0.2 MILE EAST
OF VIONA DRIVE, ON PROPERTY OWNED BY MR. BENTLEY SCARBOROUGH.
IT IS 15 FEET NORTHWEST OF THE NORTHWEST CORNER
OF A CONCRETE STUCCO BUILDING
AND 6 FEET WEST OF A 12 INCH POPLAR TREE. THE MARK IS ABOUT 2
INCHES BELOW THE SURFACE OF THE
GROUND AND THE DISK IS STAMPED HOHMAN 1951.
REFERENCE MARK NO. 1 IS IN A SMALL VALLEY ABOUT 6 FEET LOWER IN
ELEVATION THAN THE STATION AND
IS 7 FEET WEST OF A 12 INCH POPLAR TREE. THE MARK IS FLUSH WITH THE
GROUND AND THE DISK IS STAMPED
HOHMAN NO 1 1951.
REFERENCE MARK NO. 2 IS 10 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
THE CONCRETE STUCCO BUILDING
AND 1 FOOT WEST OF A FENCE LINE. THE MARK IS FLUSH WITH THE GROUND
AND THE DISK IS STAMPED HOHMAN NO 2
1951.
NO AZIMUTH MARK WAS SET AT THIS STATION.
TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93
(MANCHESTER ROAD) AND STATE
HIGHWAY 619 (TURKEYFOOT LAKE ROAD) WHICH IS ABOUT 3-1/2 MILE SOUTH OF
THE SOUTH CORPORATION LIMITS OF
AKRON, GO EAST ON HIGHWAY 619 FOR 1.5 MILE TO A PAVED T ROAD
LEFT (SOUTH TURKEYFOOT ROAD) TURN LEFT,
NORTH, ON PAVED ROAD FOR 0.8 MILE TO A GRAVEL
CROSSROAD (WILLOW VIEW DRIVE), TURN RIGHT, EAST ON GRAVEL
ROAD FOR 0.1 MILE TO A LANE ON THE
LEFT, TURN LEFT, NORTH, ON LANE FOR ABOUT 0.05 MILE TO A FORK IN THE
LANE AND THE STATION ON THE LEFT
AT THE TOP OF A KNOLL AS DESCRIBED.
HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
STATION HAS BEEN BULLDOZED DOWN AND IS NOT IN EVIDENCE. HILL HAS
BEEN CUT DOWN IN
BUILDING A HOUSE, AND ONLY REFERENCE MARK NO. 2 WAS
STANDING.
|
2004-06-16 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3455 ***********************************************************************
KY3455 DESIGNATION - HOHMAN
KY3455 PID - KY3455
KY3455 STATE/COUNTY- OH/SUMMIT
KY3455
KY3455 HORZ DATUM - NAD 83(1986)
KY3455 VERT DATUM - NGVD 29
KY3455
KY3455 POSITION - 40 59 30.10080(N) 081 31 59.91243(W) ADJUSTED
KY3455 83 minus 27 - +00.20046 -00.57954 ADJUSTED
KY3455
KY3455 HEIGHT - 335. (meters) 1099. (feet) SCALED
KY3455 ***********************************************************************
KY3455
KY3455 LAPLACE CORR- -0.74 DEFLEC90
KY3455 GEOID HEIGHT- -33.49 GEOID90
KY3455
KY3455
KY3455 HORZ ORDER - THIRD
KY3455
KY3455
KY3455.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3455.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
KY3455.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
KY3455
KY3455; North East Scale Converg.
KY3455;SPC OH N - 147,589.577 681,336.389 0.99994002 +0 38 06.2 MT
KY3455;UTM 17 - 4,537,972.035 455,142.175 0.99962477 -0 20 59.4 MT
KY3455
KY3455: Primary Azimuth Mark Grid Az
KY3455:SPC OH N - BARBERTON EAST MUN STANDPIPE 297 52 49.8
KY3455:UTM 17 - BARBERTON EAST MUN STANDPIPE 298 51 55.4
KY3455
KY3455|---------------------------------------------------------------------|
KY3455| Pid Reference Object Distance Geod. AZ |
KY3455| dddmmss.ss|
KY3455| HOHMAN RM 1 19.603 METERS 07508 |
KY3455| HOHMAN RM 2 5.494 METERS 16924 |
KY3455| MB2926 BARBERTON EAST MUN STANDPIPE APPROX. 5.6 KM 2983056.0 |
KY3455|---------------------------------------------------------------------|
KY3455
KY3455
KY3455 HISTORY - Year Condition Recov. By
KY3455 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY3455 HISTORY - 1957 US GEOLOGICAL SURVEY
KY3455 HISTORY - 1999 NOT RECOVERED COSE SURVEY FIELD CREW
KY3455
KY3455 STATION DESCRIPTION
KY3455
KY3455'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
KY3455'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTH OF THE SOUTH CORPORATION
KY3455'LIMITS OF AKRON ON A HILL NEAR
KY3455'WHAT IS LOCALLY KNOWN AS HOHMANS LANDING, ABOUT 0.5 MILE NORTH OF
KY3455'WILLOW VIEW DRIVE AND 0.2 MILE EAST
KY3455'OF VIONA DRIVE, ON PROPERTY OWNED BY MR. BENTLEY SCARBOROUGH.
KY3455'IT IS 15 FEET NORTHWEST OF THE NORTHWEST CORNER
KY3455'OF A CONCRETE STUCCO BUILDING
KY3455'AND 6 FEET WEST OF A 12 INCH POPLAR TREE. THE MARK IS ABOUT 2
KY3455'INCHES BELOW THE SURFACE OF THE
KY3455'GROUND AND THE DISK IS STAMPED HOHMAN 1951.
KY3455'
KY3455'REFERENCE MARK NO. 1 IS IN A SMALL VALLEY ABOUT 6 FEET LOWER IN
KY3455'ELEVATION THAN THE STATION AND
KY3455'IS 7 FEET WEST OF A 12 INCH POPLAR TREE. THE MARK IS FLUSH WITH THE
KY3455'GROUND AND THE DISK IS STAMPED
KY3455'HOHMAN NO 1 1951.
KY3455'
KY3455'REFERENCE MARK NO. 2 IS 10 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
KY3455'THE CONCRETE STUCCO BUILDING
KY3455'AND 1 FOOT WEST OF A FENCE LINE. THE MARK IS FLUSH WITH THE GROUND
KY3455'AND THE DISK IS STAMPED HOHMAN NO 2
KY3455'1951.
KY3455'
KY3455'NO AZIMUTH MARK WAS SET AT THIS STATION.
KY3455'
KY3455'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 93
KY3455'(MANCHESTER ROAD) AND STATE
KY3455'HIGHWAY 619 (TURKEYFOOT LAKE ROAD) WHICH IS ABOUT 3-1/2 MILE SOUTH OF
KY3455'THE SOUTH CORPORATION LIMITS OF
KY3455'AKRON, GO EAST ON HIGHWAY 619 FOR 1.5 MILE TO A PAVED T ROAD
KY3455'LEFT (SOUTH TURKEYFOOT ROAD) TURN LEFT,
KY3455'NORTH, ON PAVED ROAD FOR 0.8 MILE TO A GRAVEL
KY3455'CROSSROAD (WILLOW VIEW DRIVE), TURN RIGHT, EAST ON GRAVEL
KY3455'ROAD FOR 0.1 MILE TO A LANE ON THE
KY3455'LEFT, TURN LEFT, NORTH, ON LANE FOR ABOUT 0.05 MILE TO A FORK IN THE
KY3455'LANE AND THE STATION ON THE LEFT
KY3455'AT THE TOP OF A KNOLL AS DESCRIBED.
KY3455'
KY3455'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
KY3455'
KY3455
KY3455 STATION RECOVERY (1957)
KY3455
KY3455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
KY3455'STATION HAS BEEN BULLDOZED DOWN AND IS NOT IN EVIDENCE. HILL HAS
KY3455'BEEN CUT DOWN IN
KY3455'BUILDING A HOUSE, AND ONLY REFERENCE MARK NO. 2 WAS
KY3455'STANDING.
KY3455'
|
|
|
|
|
|
|
|
|
|
|
|
2235351.0
|
484217.0625
|
0101000020960E0000F9989591EB0D41419B150A36E38D1D41
|
false
|
2004-11-09 03:54:00 -0500
|
false
|
40.99169466666666666666
|
-81.53330900833333333334
|
-81.5333090083333
|
40.9916946666665
|
2235351.13737785
|
484216.802772844
|
681336.389345549
|
147589.576664299
|
870
|
870
|
HOWE C OF A 1963
|
MB2891
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2012 DESTROYED SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
14.92452
|
N
|
81
|
31
|
58.1858
|
W
|
ADJUSTED
|
-33.61
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
156375.329
|
681279.314
|
0.99993914
|
+
|
0
|
38
|
7.4
|
|
MT
|
|
|
|
|
310.2
|
1018.0
|
VERT ANG
|
|
-0.31
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF DOWNTOWN AKRON, AT
THE SOUTHEAST CORNER OF THE
HIGHEST ROOF OF THE HOWE SCHOOL, AT THE NORTHWEST ANGLE OF THE
INTERSECTION OF WEST BOWERY ROAD AND
BARTGES STREET. IT IS A CITY OF AKRON DISK STAMPED HOWE,
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
POST THAT PROJECTS 2 INCHES ABOVE THE FLOOR
OF THE ROOF OF THE BUILDING. IT IS 28 FEET SOUTHWEST OF THE
SOUTHWEST CORNER OF A CHIMNEY,
13 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND
4 FEET WEST OF THE EAST EDGE OF
THE BUILDING.
HOWE ECC (ACS) IS A CITY OF AKRON DISK STAMPED HOWE ECC, SET IN THE
TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 6 INCHES UNDER A 9 INCH ROUND MAN HOLE COVER.
IT IS 11.3 FEET NORTHEAST OF THE
SOUTHEAST CORNER OF THE SCHOOL BUILDING, 8 FEET WEST
OF THE CENTER OF A SIDEWALK, AND 2.1 FEET EAST OF
THE EAST WALL OF THE SCHOOL BUILDING.
RECOVERY NOTE 2013 SCE- THE SCHOOL HAS BEEN DESTROYED AND A NEW BUILDING ERECTED AT THIS LOCATION
|
2012-04-30 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2891 ***********************************************************************
MB2891 DESIGNATION - HOWE C OF A 1963
MB2891 PID - MB2891
MB2891 STATE/COUNTY- OH/SUMMIT
MB2891
MB2891 HORZ DATUM - NAD 83(1986)
MB2891 VERT DATUM - NGVD 29
MB2891
MB2891 POSITION - 41 04 14.92452(N) 081 31 58.18580(W) ADJUSTED
MB2891 83 minus 27 - +00.19804 -00.57090 ADJUSTED
MB2891
MB2891 HEIGHT - 310.2 (meters) 1018. (feet) VERT ANGLE
MB2891 ***********************************************************************
MB2891
MB2891 LAPLACE CORR- -0.31 DEFLEC90
MB2891 GEOID HEIGHT- -33.61 GEOID90
MB2891
MB2891
MB2891 HORZ ORDER - FIRST
MB2891
MB2891
MB2891.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2891.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2891.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2891
MB2891; North East Scale Converg.
MB2891;SPC OH N - 156,375.329 681,279.314 0.99993914 +0 38 07.4 MT
MB2891;UTM 17 - 4,546,754.705 455,236.137 0.99962466 -0 21 00.3 MT
MB2891
MB2891: Primary Azimuth Mark Grid Az
MB2891:SPC OH N - AKRON WOOSTER AVE MUN TANK 268 27 43.4
MB2891:UTM 17 - AKRON WOOSTER AVE MUN TANK 269 26 51.1
MB2891
MB2891|---------------------------------------------------------------------|
MB2891| Pid Reference Object Distance Geod. AZ |
MB2891| dddmmss.ss|
MB2891| MB2920 AKRON TV STATION WAKR MAST APPROX. 1.8 KM 0432527.8 |
MB2891| MB2918 AKRON ZION LUTH CHURCH SPIRE APPROX. 1.7 KM 0492020.8 |
MB2891| MB2922 AKRON ST BERNARDS CH N SPIRE APPROX. 1.5 KM 0562616.8 |
MB2891| MB2916 AKRON ST BERNARDS CH S SPIRE APPROX. 1.5 KM 0564632.4 |
MB2891| MB2905 AKRON ST MARYS CHURCH SPIRE APPROX. 0.7 KM 1375517.0 |
MB2891| MB2880 AKRON WOOSTER AVE MUN SPIPE APPROX. 1.6 KM 2685155.8 |
MB2891| MB2884 AKRON WOOSTER AVE MUN TANK APPROX. 1.6 KM 2690550.8 |
MB2891|---------------------------------------------------------------------|
MB2891
MB2891
MB2891 HISTORY - Year Condition Recov. By
MB2891 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2891
MB2891 STATION DESCRIPTION
MB2891
MB2891'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2891'THE STATION IS LOCATED ABOUT 1 MILE SOUTHWEST OF DOWNTOWN AKRON, AT
MB2891'THE SOUTHEAST CORNER OF THE
MB2891'HIGHEST ROOF OF THE HOWE SCHOOL, AT THE NORTHWEST ANGLE OF THE
MB2891'INTERSECTION OF WEST BOWERY ROAD AND
MB2891'BARTGES STREET. IT IS A CITY OF AKRON DISK STAMPED HOWE,
MB2891'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
MB2891'POST THAT PROJECTS 2 INCHES ABOVE THE FLOOR
MB2891'OF THE ROOF OF THE BUILDING. IT IS 28 FEET SOUTHWEST OF THE
MB2891'SOUTHWEST CORNER OF A CHIMNEY,
MB2891'13 FEET NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, AND
MB2891'4 FEET WEST OF THE EAST EDGE OF
MB2891'THE BUILDING.
MB2891'
MB2891'HOWE ECC (ACS) IS A CITY OF AKRON DISK STAMPED HOWE ECC, SET IN THE
MB2891'TOP OF A 6 INCH SQUARE
MB2891'CONCRETE POST THAT IS 6 INCHES UNDER A 9 INCH ROUND MAN HOLE COVER.
MB2891'IT IS 11.3 FEET NORTHEAST OF THE
MB2891'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 8 FEET WEST
MB2891'OF THE CENTER OF A SIDEWALK, AND 2.1 FEET EAST OF
MB2891'THE EAST WALL OF THE SCHOOL BUILDING.
MB2891'
|
|
|
|
|
|
|
|
|
|
|
|
2235164.0
|
513041.34375
|
0101000020960E0000C6D8C7F08D0D4141FDF2C59145501F41
|
true
|
2013-10-16 05:57:00 -0400
|
false
|
41.07081236666666666667
|
-81.53282938888888888889
|
-81.5328293888889
|
41.0708123666665
|
2235163.88109884
|
513041.392356679
|
681279.313517553
|
156375.329140957
|
882
|
882
|
HUDSON
|
MB2756
|
OH
|
Summit
|
|
NGS
|
1976-12-31 00:00:00 -0500
|
DISK IN CONC
|
HUDSON1977
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD SCE SURVEY CREWHISTORY - 2013 GOOD SCE SURVEY CREW - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
38.60305
|
N
|
81
|
26
|
13.50081
|
W
|
ADJUSTED
|
-33.89
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
175706.361
|
689090.78
|
0.99994386
|
+
|
0
|
41
|
53.8
|
|
MT
|
|
|
|
|
338.5
|
1111.0
|
VERT ANG
|
|
0.8
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS LOCATED IN HUDSON ON THE PROPERTY OF THE
WESTERN RESERVE ACADEMY. PERMISSION FOR THE STATION
GRANTED BY MR. HUNTER M. TEMPLE, HEADMASTER, WESTERN
RESERVE ACADEMY, HUDSON, OHIO 44236.
TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 303
AND 91 IN HUDSON, GO NORTH ON STATE HIGHWAY 91 FOR 0.15 MILE
TO A TRAFFIC LIGHT. TURN RIGHT AND GO EAST AND NORTHEAST ON
AURORA STREET FOR 0.2 MILE TO THE WESTERN RESERVE ACADEMY AND
THE STATION BY THE OBSERVATORY.
STATION MARKS ARE STANDARD DISKS STAMPED---HUDSON 1977---. THE
SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
82.5 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF AN
OBSERVATORY, 28 FEET NORTHEAST OF A LAMP POLE AND 26 FEET EAST
OF A SIDEWALK. THE UNDERGROUND DISK IS SET IN THE TOP OF AN
IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
REFERENCE MARK 1, STAMPED---HUDSON NO 1 1977---, IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 21 FEET
NORTH-NORTHEAST OF A LAMP POLE AND 5.5 FEET EAST OF THE
SIDEWALK.
REFERENCE MARK 2, STAMPED---HUDSON NO 2 1977---, IS A
STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 29 FEET
SOUTH-SOUTHWEST OF A 14-INCH OAK TREE, 18.5 FEET
NORTH-NORTHEAST OF A FIRE HYDRANT AND 18 FEET EAST OF THE CENTER
OF A PAVED STREET.
NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
IRON RODS IN ALL MARKS.
HEIGHT OF THE LIGHT ABOVE THRE STATION WAS 30.4 METERS.
DESCRIBED BY J.E.DUNFORD .
|
2017-10-03 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2756 ***********************************************************************
MB2756 DESIGNATION - HUDSON
MB2756 PID - MB2756
MB2756 STATE/COUNTY- OH/SUMMIT
MB2756
MB2756 HORZ DATUM - NAD 83(1986)
MB2756 VERT DATUM - NGVD 29
MB2756
MB2756 POSITION - 41 14 38.60305(N) 081 26 13.50081(W) ADJUSTED
MB2756 83 minus 27 - +00.20344 -00.60783 ADJUSTED
MB2756
MB2756 HEIGHT - 338.5 (meters) 1111. (feet) VERT ANGLE
MB2756 ***********************************************************************
MB2756
MB2756 LAPLACE CORR- 0.80 DEFLEC90
MB2756 GEOID HEIGHT- -33.89 GEOID90
MB2756
MB2756
MB2756 HORZ ORDER - SECOND
MB2756
MB2756
MB2756.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2756.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2756.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2756
MB2756; North East Scale Converg.
MB2756;SPC OH N - 175,706.361 689,090.780 0.99994386 +0 41 53.8 MT
MB2756;UTM 17 - 4,565,942.309 463,376.483 0.99961651 -0 17 17.4 MT
MB2756
MB2756: Primary Azimuth Mark Grid Az
MB2756:SPC OH N - MYERS 112 48 01.5
MB2756:UTM 17 - MYERS 113 47 12.7
MB2756
MB2756|---------------------------------------------------------------------|
MB2756| Pid Reference Object Distance Geod. AZ |
MB2756| dddmmss.ss|
MB2756| MB2755 HUDSON NE MUN TANK 413.444 METERS 0140053.7 |
MB2756| HUDSON RM 1 26.765 METERS 01733 |
MB2756| MB2744 MYERS APPROX. 4.2 KM 1132955.3 |
MB2756| MB2754 HUDSON GM TEREX DIV TANK APPROX. 3.7 KM 1775206.6 |
MB2756| MB2757 W RES ACAD EQ TELESCOPE 26.537 METERS 18029 |
MB2756| MB2758 HUDSON FIRST CONG CH SPIRE 150.334 METERS 21718 |
MB2756| MB2759 HUDSON SW MUN TANK APPROX. 1.3 KM 2281250.0 |
MB2756| HUDSON RM 2 115.500 METERS 24746 |
MB2756|---------------------------------------------------------------------|
MB2756
MB2756
MB2756 HISTORY - Year Condition Recov. By
MB2756 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2756
MB2756 STATION DESCRIPTION
MB2756
MB2756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2756'THE STATION IS LOCATED IN HUDSON ON THE PROPERTY OF THE
MB2756'WESTERN RESERVE ACADEMY. PERMISSION FOR THE STATION
MB2756'GRANTED BY MR. HUNTER M. TEMPLE, HEADMASTER, WESTERN
MB2756'RESERVE ACADEMY, HUDSON, OHIO 44236.
MB2756'
MB2756'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 303
MB2756'AND 91 IN HUDSON, GO NORTH ON STATE HIGHWAY 91 FOR 0.15 MILE
MB2756'TO A TRAFFIC LIGHT. TURN RIGHT AND GO EAST AND NORTHEAST ON
MB2756'AURORA STREET FOR 0.2 MILE TO THE WESTERN RESERVE ACADEMY AND
MB2756'THE STATION BY THE OBSERVATORY.
MB2756'
MB2756'STATION MARKS ARE STANDARD DISKS STAMPED---HUDSON 1977---. THE
MB2756'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
MB2756'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS
MB2756'82.5 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF AN
MB2756'OBSERVATORY, 28 FEET NORTHEAST OF A LAMP POLE AND 26 FEET EAST
MB2756'OF A SIDEWALK. THE UNDERGROUND DISK IS SET IN THE TOP OF AN
MB2756'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
MB2756'
MB2756'REFERENCE MARK 1, STAMPED---HUDSON NO 1 1977---, IS A STANDARD
MB2756'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
MB2756'THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 21 FEET
MB2756'NORTH-NORTHEAST OF A LAMP POLE AND 5.5 FEET EAST OF THE
MB2756'SIDEWALK.
MB2756'
MB2756'REFERENCE MARK 2, STAMPED---HUDSON NO 2 1977---, IS A
MB2756'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
MB2756'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 29 FEET
MB2756'SOUTH-SOUTHWEST OF A 14-INCH OAK TREE, 18.5 FEET
MB2756'NORTH-NORTHEAST OF A FIRE HYDRANT AND 18 FEET EAST OF THE CENTER
MB2756'OF A PAVED STREET.
MB2756'
MB2756'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
MB2756'IRON RODS IN ALL MARKS.
MB2756'HEIGHT OF THE LIGHT ABOVE THRE STATION WAS 30.4 METERS.
MB2756'
MB2756'DESCRIBED BY J.E.DUNFORD .
MB2756'
|
|
|
|
|
|
|
|
|
|
|
|
2260792.75
|
576463.375
|
0101000020960E00009C68F8FF9B3F4141CF06C6929E972141
|
true
|
2013-08-13 10:07:00 -0400
|
false
|
41.24405640277777777777
|
-81.43708355833333333333
|
-81.4370835583333
|
41.2440564027776
|
2260791.99976833
|
576463.286667073
|
689090.779710946
|
175706.361188829
|
883
|
883
|
HUDSON GM TEREX DIV TANK
|
MB2754
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
LIGHT ON WATER TANK
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2001 GOOD COSE
HISTORY - 2004 GOOD COSE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
12
|
37.58726
|
N
|
81
|
26
|
7.53647
|
W
|
ADJUSTED
|
-33.83
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
171975.266
|
689275.204
|
0.99994223
|
+
|
0
|
41
|
57.7
|
|
MT
|
|
|
|
|
|
|
|
|
0.66
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS THE LIGHT TOP CENTER OF THE HUDSON GENERAL
MOTORS TEREX DIVISION WATER TANK. THE TANK HAS A CYLINDRICAL
BODY WITH A DOME TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY
EIGHT TUBULAR LEGS. IT IS LIGHT GRAY IN COLOR AND APPROXIMATELY
150 FEET HIGH.
IT IS LOCATED ABOUT 2.0 MILES SOUTH OF THE CENTER OF HUDSON,
0.2 MILE EAST OF STATE HIGHWAY 91 AND AT THE SOUTH EDGE OF THE
PLANT COMPLEX. LOCATED BEHIND REGAL CINEMA ON S.R. 91.
|
2004-05-06 20:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2754 ***********************************************************************
MB2754 DESIGNATION - HUDSON GM TEREX DIV TANK
MB2754 PID - MB2754
MB2754 STATE/COUNTY- OH/SUMMIT
MB2754
MB2754 HORZ DATUM - NAD 83(1986)
MB2754 VERT DATUM - N/A
MB2754
MB2754 POSITION - 41 12 37.58726(N) 081 26 07.53647(W) ADJUSTED
MB2754 83 minus 27 - +00.20476 -00.60753 ADJUSTED
MB2754
MB2754 HEIGHT -
MB2754 ***********************************************************************
MB2754
MB2754 LAPLACE CORR- 0.66 DEFLEC90
MB2754 GEOID HEIGHT- -33.83 GEOID90
MB2754
MB2754
MB2754 HORZ ORDER - THIRD
MB2754
MB2754
MB2754.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2754.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2754
MB2754; North East Scale Converg.
MB2754;SPC OH N - 171,975.266 689,275.204 0.99994223 +0 41 57.7 MT
MB2754;UTM 17 - 4,562,209.811 463,496.614 0.99961640 -0 17 12.7 MT
MB2754
MB2754
MB2754
MB2754
MB2754 HISTORY - Year Condition Recov. By
MB2754 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2754
MB2754 STATION DESCRIPTION
MB2754
MB2754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2754'THE STATION IS THE LIGHT TOP CENTER OF THE HUDSON GENERAL
MB2754'MOTORS TEREX DIVISION WATER TANK. THE TANK HAS A CYLINDRICAL
MB2754'BODY WITH A DOME TOP AND HEMISPHERICAL BOTTOM, SUPPORTED BY
MB2754'EIGHT TUBULAR LEGS. IT IS GRAY IN COLOR AND APPROXIMATELY
MB2754'150 FEET HIGH.
MB2754'
MB2754'IT IS LOCATED ABOUT 2.0 MILES SOUTH OF THE CENTER OF HUDSON,
MB2754'0.2 MILE EAST OF STATE HIGHWAY 91 AND AT THE SOUTH EDGE OF THE
MB2754'PLANT COMPLEX.
MB2754'
MB2754'DESCRIBED BY D.C. FRAZIER, TYPED BY B.R. LEWIS.
MB2754'
|
|
|
|
|
|
|
|
|
|
|
|
2261397.5
|
564222.4375
|
0101000020960E0000A0965688CA4041411D043D5EFC372141
|
false
|
2005-03-17 05:07:00 -0500
|
false
|
41.21044090555555555556
|
-81.43542679722222222222
|
-81.4354267972222
|
41.2104409055554
|
2261397.06514247
|
564222.184059266
|
689275.204005832
|
171975.265651778
|
884
|
884
|
ISLAND
|
MB1827
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK
|
ISLAND 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2011 GOOD COSE SURVEY CREW HISTORY 2015 GOOD SCE - GOOD COSE - 2018 GOOD COSE - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
12.94844
|
N
|
81
|
32
|
46.20276
|
W
|
ADJUSTED
|
-33.5
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
148899.283
|
680240.083
|
0.99993976
|
+
|
0
|
37
|
35.8
|
|
MT
|
|
|
|
|
298.2
|
978.0
|
VERT ANG
|
|
-0.73
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) EAST FROM BARBERTON,
1.5 KM (1 MI) WEST FROM THE VILLAGE OF PORTAGE LAKE, 0.5 KM (0.25 MI)
NORTHEAST FROM MYERS ISLAND AND ON A NARROW STRIP OF LAND BETWEEN
LONG LAKE AND NORTH RESERVOIR. OWNERSHIP--OHIO STATE PARK PROPERTY.
TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
STATE HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A
CROSSROADS. TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST
TURKEYFOOT ROAD) FOR 8.45 KM (5.25 MI) TO A CROSSROADS. TURN RIGHT
AND GO NORTH ON STATE HIGHWAY 93 (MANCHESTER ROAD) FOR 2.55 KM (1.6
MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTHEAST ON PORTAGE
LAKES DRIVE FOR 1.75 KM (1.1 MI) TO A PARKING AREA ON THE RIGHT AND THE
STATION AT THE SOUTHEAST EDGE OF THE PARKING AREA FOR ODNR DISTRICT #3.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---ISLAND 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 48.9 METERS
(160.3 FEET) NW FROM THE CENTER OF PROTAGE LAKE ROAD, 3.7 METERS
(12.0 FEET) NW FROM THE HIGH WATER LINE OF NORTH RESERVOIR, 0.6 METER
(2.0 FEET) SE FROM THE SOUTHEAST EDGE OF THE PRAKING AREA, AND 1.2
METERS (3.8 FEET) NW FROM A CARSONITE WITNESS POST.
2004 DISTRICT 3 OFFICE ODNR. GOOD GPS
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---ISLAND 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.0 METERS
(23.0 FEET) N FROM THE CENTER OF STATE MILL ROAD, 4.0 METERS (13.0
FEET) S FROM THE HIGH WATER LINE OF THE NORTH RESERVOIR, 2.5 METERS
(8.3 FEET) E FROM A POWERLINE POLE NUMBERED 484 6-1/2 B, 23.5 METERS
(77.0 FEET) E FROM THE EXTENDED CENTER OF SAUNDERS AVENUE, AND 1.3
METERS (4.4 FEET) E FROM A CARSONITE WITNESS POST.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PORTAGE LAKE
ROAD FOR 0.8 KM (0.5 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO
WEST ON STATE MILL ROAD FOR 0.25 KM (0.15 MI) TO THE STATION ON THE
RIGHT, BETWEEN THE ROAD AND THE NORTH RESERVOIR.
|
2021-06-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1827 ***********************************************************************
MB1827 DESIGNATION - ISLAND
MB1827 PID - MB1827
MB1827 STATE/COUNTY- OH/SUMMIT
MB1827
MB1827 HORZ DATUM - NAD 83(1986)
MB1827 VERT DATUM - NGVD 29
MB1827
MB1827 POSITION - 41 00 12.94844(N) 081 32 46.20276(W) ADJUSTED
MB1827 83 minus 27 - +00.20014 -00.57353 NADCON
MB1827
MB1827 HEIGHT - 298.2 (meters) 978. (feet) VERT ANGLE
MB1827 ***********************************************************************
MB1827
MB1827 LAPLACE CORR- -0.73 DEFLEC90
MB1827 GEOID HEIGHT- -33.50 GEOID90
MB1827
MB1827
MB1827 HORZ ORDER - FIRST
MB1827
MB1827
MB1827.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1827.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1827.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
MB1827
MB1827; North East Scale Converg.
MB1827;SPC OH N - 148,899.283 680,240.083 0.99993976 +0 37 35.8 MT
MB1827;UTM 17 - 4,539,299.975 454,068.882 0.99962596 -0 21 30.1 MT
MB1827
MB1827
MB1827
MB1827_STATION MARK IS A TRIANGULATION STATION DISK
MB1827_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1827
MB1827 HISTORY - Year Condition Recov. By
MB1827 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1827
MB1827 STATION DESCRIPTION
MB1827
MB1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1827'THERE ARE NO REFERENCE MARKS AT THIS STATION.
MB1827'
MB1827'THE STATION IS LOCATED ABOUT 5.25 KM (3.25 MI) EAST FROM BARBERTON,
MB1827'1.5 KM (1 MI) WEST FROM THE VILLAGE OF PORTAGE LAKE, 0.5 KM (0.25 MI)
MB1827'NORTHEAST FROM MYERS ISLAND AND ON A NARROW STRIP OF LAND BETWEEN
MB1827'LONG LAKE AND NORTH RESERVOIR. OWNERSHIP--OHIO STATE PARK PROPERTY.
MB1827'
MB1827'TO REACH THE STATION FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON
MB1827'STATE HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KM (3.0 MI) TO A
MB1827'CROSSROADS. TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST
MB1827'TURKEYFOOT ROAD) FOR 8.45 KM (5.25 MI) TO A CROSSROADS. TURN RIGHT
MB1827'AND GO NORTH ON STATE HIGHWAY 93 (MANCHESTER ROAD) FOR 2.55 KM (1.6
MB1827'MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO SOUTHEAST ON PORTAGE
MB1827'LAKE ROAD FOR 1.75 KM (1.1 MI) TO A PARKING AREA ON THE RIGHT AND THE
MB1827'STATION AT THE SOUTHEAST EDGE OF THE PARKING AREA.
MB1827'
MB1827'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
MB1827'---ISLAND 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
MB1827'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 48.9 METERS
MB1827'(160.3 FEET) NW FROM THE CENTER OF PROTAGE LAKE ROAD, 3.7 METERS
MB1827'(12.0 FEET) NW FROM THE HIGH WATER LINE OF NORTH RESERVOIR, 0.6 METER
MB1827'(2.0 FEET) SE FROM THE SOUTHEAST EDGE OF THE PRAKING AREA, AND 1.2
MB1827'METERS (3.8 FEET) NW FROM A CARSONITE WITNESS POST.
MB1827'
MB1827'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
MB1827'---ISLAND 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
MB1827'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 7.0 METERS
MB1827'(23.0 FEET) N FROM THE CENTER OF STATE MILL ROAD, 4.0 METERS (13.0
MB1827'FEET) S FROM THE HIGH WATER LINE OF THE NORTH RESERVOIR, 2.5 METERS
MB1827'(8.3 FEET) E FROM A POWERLINE POLE NUMBERED 484 6-1/2 B, 23.5 METERS
MB1827'(77.0 FEET) E FROM THE EXTENDED CENTER OF SAUNDERS AVENUE, AND 1.3
MB1827'METERS (4.4 FEET) E FROM A CARSONITE WITNESS POST.
MB1827'
MB1827'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON PORTAGE LAKE
MB1827'ROAD FOR 0.8 KM (0.5 MI) TO A SIDE ROAD RIGHT. TURN RIGHT AND GO
MB1827'WEST ON STATE MILL ROAD FOR 0.25 KM (0.15 MI) TO THE STATION ON THE
MB1827'RIGHT, BETWEEN THE ROAD AND THE NORTH RESERVOIR.
MB1827'
|
|
|
|
|
|
|
|
|
|
|
|
2231755.0
|
488513.90625
|
0101000020960E000009AC982BE5064141CFD2E0EB06D11D41
|
true
|
2011-01-12 09:01:00 -0500
|
false
|
41.00359678888888888889
|
-81.54616743333333333333
|
-81.5461674333333
|
41.0035967888887
|
2231754.34059668
|
488513.730349821
|
680240.083494035
|
148899.282809174
|
885
|
885
|
ISLAND AZ MK
|
KY3000
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
ISLAND 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
59
|
56.02631
|
N
|
81
|
32
|
34.62217
|
W
|
ADJUSTED
|
-33.49
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
148380.291
|
680516.413
|
0.99993986
|
+
|
0
|
37
|
43.4
|
|
MT
|
|
|
|
|
299.0
|
981.0
|
VERT ANG
|
|
-0.74
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED 5.5 KM (3.5 MI) EAST FROM BARBERTON, 1.5
KM (1 MI) SOUTHWEST FROM THE VILLAGE OF PORTAGE LAKE AND ON THE
SOUTHEAST SHORE OF THE NORTH RESERVOIR. OWNERSHIP---ROAD
RIGHT-OF-WAY.
TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KMM (3.0 MI) TO A CROSSROADS.
TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR
8.45 KM (5.25 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON STATE
HIGHWAY 93 (MANCHESTER ROAD) FOR 2.55 KM (1.6 MI) TO A SIDE ROAD
RIGHT. TURN RIGHT AND GO SOUTHEAST ON PORTAGE LAKE ROAD FOR 1.75 KM
(1.1 MI) TO STATION ISLAND ON THE RIGHT. CONTINUE SOUTHERLY ON
PORTAGE LAKE ROAD FOR 0.8 KM (0.5 MI) TO A SIDE ROAD RIGHT. TURN
RIGHT AND GO WESTERLY ON STATE MILL ROAD FOR 0.25 KM (0.15 MI) TO THE
STATION ON THE RIGHT BETWEEN ON THE ROAD AND THE RESERVOIR.
THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---ISLAND
1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7.0 METERS (23 FEET)
NORTH FROM THE CENTER OF STATE MILL ROAD, 4.0 METERS (13 FEET) SOUTH
FROM THE HIGH WATER LINE OF NORTH RESERVOIR, 23.5 METERS (77 FEET)
EAST FROM THE EXTENDED CENTER OF SAUNDERS AVENUE, 2.5 METERS (8.3
FEET) EAST FROM A POWERLINE POLE NUMBERED 484 6-1/2 B, 1.3 METERS (4.4
FEET) EAST FROM A CARSONITE WITNESS POST AND 1.1 METERS (3.5 FEET)
NORTH FROM A GUARD RAIL.
|
2022-01-14 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3000 ***********************************************************************
KY3000 DESIGNATION - ISLAND AZ MK
KY3000 PID - KY3000
KY3000 STATE/COUNTY- OH/SUMMIT
KY3000
KY3000 HORZ DATUM - NAD 83(1986)
KY3000 VERT DATUM - NGVD 29
KY3000
KY3000 POSITION - 40 59 56.02631(N) 081 32 34.62217(W) ADJUSTED
KY3000 83 minus 27 - +00.20024 -00.57410 NADCON
KY3000
KY3000 HEIGHT - 299.0 (meters) 981. (feet) VERT ANGLE
KY3000 ***********************************************************************
KY3000
KY3000 LAPLACE CORR- -0.74 DEFLEC90
KY3000 GEOID HEIGHT- -33.49 GEOID90
KY3000
KY3000
KY3000 HORZ ORDER - SECOND
KY3000
KY3000
KY3000.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3000.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3000.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY3000.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY3000
KY3000; North East Scale Converg.
KY3000;SPC OH N - 148,380.291 680,516.413 0.99993986 +0 37 43.4 MT
KY3000;UTM 17 - 4,538,776.474 454,336.165 0.99962566 -0 21 22.3 MT
KY3000
KY3000
KY3000
KY3000_STATION MARK IS AN AZIMUTH MARK DISK
KY3000_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3000
KY3000 HISTORY - Year Condition Recov. By
KY3000 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3000 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
KY3000
KY3000 STATION DESCRIPTION
KY3000
KY3000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3000'THE STATION IS LOCATED 5.5 KM (3.5 MI) EAST FROM BARBERTON, 1.5
KY3000'KM (1 MI) SOUTHWEST FROM THE VILLAGE OF PORTAGE LAKE AND ON THE
KY3000'SOUTHEAST SHORE OF THE NORTH RESERVOIR. OWNERSHIP---ROAD
KY3000'RIGHT-OF-WAY.
KY3000'
KY3000'TO REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
KY3000'HIGHWAY 241 (MASSILLON ROAD) FOR 4.8 KMM (3.0 MI) TO A CROSSROADS.
KY3000'TURN LEFT AND GO WEST ON STATE HIGHWAY 619 (EAST TURKEYFOOT ROAD) FOR
KY3000'8.45 KM (5.25 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON STATE
KY3000'HIGHWAY 93 (MANCHESTER ROAD) FOR 2.55 KM (1.6 MI) TO A SIDE ROAD
KY3000'RIGHT. TURN RIGHT AND GO SOUTHEAST ON PORTAGE LAKE ROAD FOR 1.75 KM
KY3000'(1.1 MI) TO STATION ISLAND ON THE RIGHT. CONTINUE SOUTHERLY ON
KY3000'PORTAGE LAKE ROAD FOR 0.8 KM (0.5 MI) TO A SIDE ROAD RIGHT. TURN
KY3000'RIGHT AND GO WESTERLY ON STATE MILL ROAD FOR 0.25 KM (0.15 MI) TO THE
KY3000'STATION ON THE RIGHT BETWEEN ON THE ROAD AND THE RESERVOIR.
KY3000'
KY3000'THE STATION MARK IS A STANDARD NGS AZIMUTH MARK DISK STAMPED---ISLAND
KY3000'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
KY3000'IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 7.0 METERS (23 FEET)
KY3000'NORTH FROM THE CENTER OF STATE MILL ROAD, 4.0 METERS (13 FEET) SOUTH
KY3000'FROM THE HIGH WATER LINE OF NORTH RESERVOIR, 23.5 METERS (77 FEET)
KY3000'EAST FROM THE EXTENDED CENTER OF SAUNDERS AVENUE, 2.5 METERS (8.3
KY3000'FEET) EAST FROM A POWERLINE POLE NUMBERED 484 6-1/2 B, 1.3 METERS (4.4
KY3000'FEET) EAST FROM A CARSONITE WITNESS POST AND 1.1 METERS (3.5 FEET)
KY3000'NORTH FROM A GUARD RAIL.
KY3000'
|
|
|
|
|
|
|
|
|
|
|
|
2232660.25
|
486811.5
|
0101000020960E000006AC2877AA0841411601F5046CB61D41
|
true
|
2011-01-12 08:58:00 -0500
|
false
|
40.99889619722222222222
|
-81.54295060277777777777
|
-81.5429506027778
|
40.9988961972221
|
2232660.93092871
|
486811.004840867
|
680516.412779896
|
148380.291036061
|
887
|
887
|
JAMIE
|
KY3001
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
JAMIE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSEHISTORY - 2012 UNKNOWN COSE 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
25.8321
|
N
|
81
|
36
|
59.96087
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
147383.531
|
674325.261
|
0.99994004
|
+
|
0
|
34
|
49.1
|
|
MT
|
|
|
|
|
349.7
|
1147.0
|
VERT ANG
|
|
-0.87
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 6.75 KM (4.25 MI) NORTH-NORTHEAST FROM
CLINTON, 6.5 KM (4 MI) NORTHEAST FROM DOYLESTOWN AND 2.5 KM (1.5 MI)
SOUTH FROM BARBERTON. IT IS ON A HIGH CULTIVATED FIELD WHICH IS AN
EXPERIMENTAL STATION. OWNERSHIP--PPG INDUSTRIES INC., POST OFFICE
BOX 31, BARBERTON OHIO 44203. TELEPHONE NUMBER (216) 753-4561.
TO REACH THE STATION FROM THE POST OFFICE AT BARBERTON, GO NORTH ON
THIRD STREET NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS. TURN RIGHT AND
GO EAST ON EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A
CROSSROADS. TURN RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM
(2.6 MI) TO A CROSSROADS. TURN RIGHT AND GO WEST ON VANDERHOOF ROAD
FOR 1.95 KM (1.2 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON
FAIRLAND ROAD FOR 1.05 KM (0.65 MI) TO A CROSSROADS. TURN RIGHT AND
GO EAST ON A FIELD ROAD FOR 0.25 KM (0.15 MI) TO A CROSSROADS. TURN
LEFT AND GO NORTH ON A FIELD ROAD FOR 0.25 KM (0.15 MI) TO THE
HIGHEST POINT AND THE STATION.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---JAMIE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---JAMIE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.7 METERS
(35.0 FEET) SW FROM A 36-INCH TREE, 1.1 METERS (3.5 FEET) E FROM A
CARSONITE WITNESS POST, AND 1.5 METERS (5.0 FEET) NE FROM THE EDGE OF
A CULTIVATED FIELD.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE FIELD
ROAD FOR 0.25 KM (0.15 MI) TO THE CROSSROADS. TURN LEFT AND GO EAST
ON A FIELD ROAD FOR 0.2 KM (0.1 MI) TO A WOODED AREA. TURN RIGHT AND
GO SOUTH ALONG THE WEST EDGE OF THE WOODED AREA FOR 0.25 KM (0.15 MI)
TO THE SOUTHWEST CORNER OF THE WOODED AREA AND THE MARK ON THE LEFT.
NOTE-2012. AREA IS NOW FENCED WITH NO TRESPASSING SIGNS POSTED BY PPG INDUSTRIES.
|
2015-10-21 00:00:00 -0400
|
COSE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3001 ***********************************************************************
KY3001 DESIGNATION - JAMIE
KY3001 PID - KY3001
KY3001 STATE/COUNTY- OH/SUMMIT
KY3001
KY3001 HORZ DATUM - NAD 83(1986)
KY3001 VERT DATUM - NGVD 29
KY3001
KY3001 POSITION - 40 59 25.83210(N) 081 36 59.96087(W) ADJUSTED
KY3001 83 minus 27 - +00.19892 -00.55750 NADCON
KY3001
KY3001 HEIGHT - 349.7 (meters) 1147. (feet) VERT ANGLE
KY3001 ***********************************************************************
KY3001
KY3001 LAPLACE CORR- -0.87 DEFLEC90
KY3001 GEOID HEIGHT- -33.45 GEOID90
KY3001
KY3001
KY3001 HORZ ORDER - FIRST
KY3001
KY3001
KY3001.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY3001.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3001.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY3001
KY3001; North East Scale Converg.
KY3001;SPC OH N - 147,383.531 674,325.261 0.99994004 +0 34 49.1 MT
KY3001;UTM 17 - 4,537,886.554 448,130.723 0.99963311 -0 24 16.2 MT
KY3001
KY3001
KY3001
KY3001_STATION MARK IS A TRIANGULATION STATION DISK
KY3001_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3001
KY3001 HISTORY - Year Condition Recov. By
KY3001 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3001 HISTORY - 2000 GOOD COSE
KY3001
KY3001 STATION DESCRIPTION
KY3001
KY3001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3001'THERE ARE NO REFERENCE MARKS AT THIS STATION.
KY3001'
KY3001'THE STATION IS LOCATED ABOUT 6.75 KM (4.25 MI) NORTH-NORTHEAST FROM
KY3001'CLINTON, 6.5 KM (4 MI) NORTHEAST FROM DOYLESTOWN AND 2.5 KM (1.5 MI)
KY3001'SOUTH FROM BARBERTON. IT IS ON A HIGH CULTIVATED FIELD WHICH IS AN
KY3001'EXPERIMENTAL STATION. OWNERSHIP--PPG INDUSTRIES INC., POST OFFICE
KY3001'BOX 31, BARBERTON OHIO 44203. TELEPHONE NUMBER (216) 753-4561.
KY3001'
KY3001'TO REACH THE STATION FROM THE POST OFFICE AT BARBERTON, GO NORTH ON
KY3001'THIRD STREET NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS. TURN RIGHT AND
KY3001'GO EAST ON EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A
KY3001'CROSSROADS. TURN RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM
KY3001'(2.6 MI) TO A CROSSROADS. TURN RIGHT AND GO WEST ON VANDERHOOF ROAD
KY3001'FOR 1.95 KM (1.2 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON
KY3001'FAIRLAND ROAD FOR 1.05 KM (0.65 MI) TO A CROSSROADS. TURN RIGHT AND
KY3001'GO EAST ON A FIELD ROAD FOR 0.25 KM (0.15 MI) TO A CROSSROADS. TURN
KY3001'LEFT AND GO NORTH ON A FIELD ROAD FOR 0.25 KM (0.15 MI) TO THE
KY3001'HIGHEST POINT AND THE STATION.
KY3001'
KY3001'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY3001'---JAMIE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY3001'(12 INCHES) IN DIAMETER PROJECTING 5 CM (2 INCHES) ABOVE THE GROUND
KY3001 NOTHING VISIBLE TO TIE TO. A PILE OF ROCKS WERE SET AROUND THE MONUMENT
KY3001 IN 3/2000.
KY3001'
KY3001'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY3001'---JAMIE 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
KY3001'(12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 10.7 METERS
KY3001'(35.0 FEET) SW FROM A 36-INCH TREE, 1.1 METERS (3.5 FEET) E FROM A
KY3001'CARSONITE WITNESS POST, AND 1.5 METERS (5.0 FEET) NE FROM THE EDGE OF
KY3001'A CULTIVATED FIELD.
KY3001'
KY3001'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE FIELD
KY3001'ROAD FOR 0.25 KM (0.15 MI) TO THE CROSSROADS. TURN LEFT AND GO EAST
KY3001'ON A FIELD ROAD FOR 0.2 KM (0.1 MI) TO A WOODED AREA. TURN RIGHT AND
KY3001'GO SOUTH ALONG THE WEST EDGE OF THE WOODED AREA FOR 0.25 KM (0.15 MI)
KY3001'TO THE SOUTHWEST CORNER OF THE WOODED AREA AND THE MARK ON THE LEFT.
KY3001'
|
|
|
|
|
|
|
|
|
|
|
|
2212349.5
|
483540.84375
|
0101000020960E000009A97865FEE04041EE266A3453831D41
|
true
|
2013-11-27 02:33:00 -0500
|
false
|
40.99050891666666666666
|
-81.61665579722222222222
|
-81.6166557972222
|
40.9905089166665
|
2212348.79274476
|
483540.801186188
|
674325.260679124
|
147383.530968595
|
888
|
888
|
JAMIE AZ MK
|
KY3002
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
JAMIE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
59
|
11.00448
|
N
|
81
|
36
|
56.33064
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
146927.036
|
674414.743
|
0.99994014
|
+
|
0
|
34
|
51.5
|
|
MT
|
|
|
|
|
350.0
|
1148.0
|
VERT ANG
|
|
-0.87
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ON A HIGH HILL ABOUT 6.5 KM (4 MI) NORTHEAST
FROM DOYLESTOWN, 6.5 KM (4 MI) NORTH-NORTHEAST FROM CLINTON AND 2.75
KM (1.75 MI) SOUTH FROM BARBERTON. OWNERSHIP--PPG INDUSTRIES INC.,
BARBERTON OHIO 44203. TELEPHONE (216) 753-4561.
TO REACH FROM THE POST OFFICE AT BARBERTON, GO NORTH ON THIRD STREET
NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS. TURN RIGHT AND GO EAST ON
EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A CROSSROADS. TURN
RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM (2.6 MI) TO A
CROSSROADS. TURN RIGHT AND GO WEST ON VANDERHOOF ROAD FOR 1.95 KM
(1.2 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON FAIRLAND ROAD
FOR 1.05 KM (0.65 MI) TO A CROSSROADS. TURN RIGHT AND GO EAST ON A
FARM ROAD (OPPOSITE EASTERN RD) FOR 0.25 KM (0.15 MI) TO A CROSSROADS. CONTINUE EAST ON THE FARM ROAD FOR 0.2 KM (0.1 MI) TO THE WEST EDGE OF A TIMBERED AREA. TURN RIGHT AND GO SOUTH ALONG THE WEST EDGE OF THE TIMBERED
AREA FOR 0.25 KM (0.15 MI) TO THE STATION ON THE LEFT AT THE
SOUTHWEST EDGE OF THE TIMBERED AREA.
THE STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED---JAMIE
1983--- SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE MONUMENT
WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 10.7 METERS (35
FEET) SOUTHWEST FROM A 36-INCH TREE, 1.1 METER (3.5 FEET) EAST FROM A
CARSONITE WITNESS POST AND 1.5 METERS (5 FEET) NORTHEAST FROM THE
EDGE OF A CULTIVATED FIELD.
|
2018-04-11 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3002 ***********************************************************************
KY3002 DESIGNATION - JAMIE AZ MK
KY3002 PID - KY3002
KY3002 STATE/COUNTY- OH/SUMMIT
KY3002
KY3002 HORZ DATUM - NAD 83(1986)
KY3002 VERT DATUM - NGVD 29
KY3002
KY3002 POSITION - 40 59 11.00448(N) 081 36 56.33064(W) ADJUSTED
KY3002 83 minus 27 - +00.19906 -00.55756 NADCON
KY3002
KY3002 HEIGHT - 350.0 (meters) 1148. (feet) VERT ANGLE
KY3002 ***********************************************************************
KY3002
KY3002 LAPLACE CORR- -0.87 DEFLEC90
KY3002 GEOID HEIGHT- -33.45 GEOID90
KY3002
KY3002
KY3002 HORZ ORDER - SECOND
KY3002
KY3002
KY3002.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3002.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3002.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY3002.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY3002
KY3002; North East Scale Converg.
KY3002;SPC OH N - 146,927.036 674,414.743 0.99994014 +0 34 51.5 MT
KY3002;UTM 17 - 4,537,428.729 448,212.321 0.99963301 -0 24 13.7 MT
KY3002
KY3002
KY3002
KY3002_STATION MARK IS AN AZIMUTH MARK DISK
KY3002_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3002
KY3002 HISTORY - Year Condition Recov. By
KY3002 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3002 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY3002
KY3002 STATION DESCRIPTION
KY3002
KY3002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3002'THE STATION IS LOCATED ON A HIGH HILL ABOUT 6.5 KM (4 MI) NORTHEAST
KY3002'FROM DOYLESTOWN, 6.5 KM (4 MI) NORTH-NORTHEAST FROM CLINTON AND 2.75
KY3002'KM (1.75 MI) SOUTH FROM BARBERTON. OWNERSHIP--PPG INDUSTRIES INC.,
KY3002'BARBERTON OHIO 44203. TELEPHONE (216) 753-4561.
KY3002'
KY3002'TO REACH FROM THE POST OFFICE AT BARBERTON, GO NORTH ON THIRD STREET
KY3002'NORTHWEST FOR 1/2 BLOCK TO A CROSSROADS. TURN RIGHT AND GO EAST ON
KY3002'EAST TUSCARAWAS AVENUE FOR 1.5 KM (0.95 MI) TO A CROSSROADS. TURN
KY3002'RIGHT AND GO SOUTH ON VAN BUREN ROAD FOR 4.25 KM (2.6 MI) TO A
KY3002'CROSSROADS. TURN RIGHT AND GO WEST ON VANDERHOOF ROAD FOR 1.95 KM
KY3002'(1.2 MI) TO A CROSSROADS. TURN RIGHT AND GO NORTH ON FAIRLAND ROAD
KY3002'FOR 1.05 KM (0.65 MI) TO A CROSSROADS. TURN RIGHT AND GO EAST ON A
KY3002'FARM ROAD FOR 0.25 KM (0.15 MI) TO A CROSSROADS. CONTINUE EAST ON
KY3002'THE FARM ROAD FOR 0.2 KM (0.1 MI) TO THE WEST EDGE OF A TIMBERED
KY3002'AREA. TURN RIGHT AND GO SOUTH ALONG THE WEST EDGE OF THE TIMBERED
KY3002'AREA FOR 0.25 KM (0.15 MI) TO THE STATION ON THE LEFT AT THE
KY3002'SOUTHWEST EDGE OF THE TIMBERED AREA.
KY3002'
KY3002'THE STATION MARK IS A STANDARD AZIMUTH MARK DISK STAMPED---JAMIE
KY3002'1983--- SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE MONUMENT
KY3002'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 10.7 METERS (35
KY3002'FEET) SOUTHWEST FROM A 36-INCH TREE, 1.1 METER (3.5 FEET) EAST FROM A
KY3002'CARSONITE WITNESS POST AND 1.5 METERS (5 FEET) NORTHEAST FROM THE
KY3002'EDGE OF A CULTIVATED FIELD.
KY3002'
|
|
|
|
|
|
|
|
|
|
|
|
2212642.75
|
482042.75
|
0101000020960E0000A6E5302F91E140417B65FF76EC6B1D41
|
true
|
2011-01-26 09:40:00 -0500
|
false
|
40.98639013333333333333
|
-81.6156474
|
-81.6156474
|
40.9863901333332
|
2212642.36867972
|
482043.116208635
|
674414.742803064
|
146927.035674446
|
889
|
889
|
KELLEY C OF A 1963
|
MB2901
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 19:00:00 -0500
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
55.17506
|
N
|
81
|
34
|
2.25256
|
W
|
ADJUSTED
|
-33.56
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
153883.913
|
678409.525
|
0.9999392
|
+
|
0
|
36
|
45.9
|
|
MT
|
|
|
|
|
314.9
|
1033.0
|
VERT ANG
|
|
-0.5
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF DOWNTOWN AKRON, NEAR
THE SOUTHWEST CORNER OF THE
HIGHEST PART OF THE ROOF OF THE WALTER J. INNES JUNIOR HIGH SCHOOL AT
1999 EAST AVENUE. IT IS 29 FEET EAST
OF THE SOUTHWEST CORNER OF THE ROOF, 4.5 FEET NORTH OF
THE SOUTH COPING OF THE ROOF AND IS ABOVE THE
GYMNASIUM. THE MARK IS A CITY OF AKRON
DISK STAMPED KELLEY SET IN THE TOP OF AN 8 INCH CONCRETE
MONUMENT PROJECTING 4 INCHES ABOVE
THE ROOF.
|
2012-04-30 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2901 ***********************************************************************
MB2901 DESIGNATION - KELLEY C OF A 1963
MB2901 PID - MB2901
MB2901 STATE/COUNTY- OH/SUMMIT
MB2901
MB2901 HORZ DATUM - NAD 83(1986)
MB2901 VERT DATUM - NGVD 29
MB2901
MB2901 POSITION - 41 02 55.17506(N) 081 34 02.25256(W) ADJUSTED
MB2901 83 minus 27 - +00.19647 -00.56911 ADJUSTED
MB2901
MB2901 HEIGHT - 314.9 (meters) 1033. (feet) VERT ANGLE
MB2901 ***********************************************************************
MB2901
MB2901 LAPLACE CORR- -0.50 DEFLEC90
MB2901 GEOID HEIGHT- -33.56 GEOID90
MB2901
MB2901
MB2901 HORZ ORDER - FIRST
MB2901
MB2901
MB2901.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2901.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2901.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
MB2901
MB2901; North East Scale Converg.
MB2901;SPC OH N - 153,883.913 678,409.525 0.99993920 +0 36 45.9 MT
MB2901;UTM 17 - 4,544,313.773 452,324.839 0.99962797 -0 22 21.2 MT
MB2901
MB2901: Primary Azimuth Mark Grid Az
MB2901:SPC OH N - BARBERTON N MUN SPIPE 232 12 02.2
MB2901:UTM 17 - BARBERTON N MUN SPIPE 233 11 09.3
MB2901
MB2901|---------------------------------------------------------------------|
MB2901| Pid Reference Object Distance Geod. AZ |
MB2901| dddmmss.ss|
MB2901| MB2912 AKRON RADIO STA KQC 969 MAST APPROX. 5.5 KM 1634730.7 |
MB2901| MB2883 AKRON RADIO STA KQA 400 MAST APPROX. 1.2 KM 1640259.9 |
MB2901| MB1406 KELLEY ECC C OF A 2.548 METERS 20358 |
MB2901| MB2926 BARBERTON EAST MUN STANDPIPE APPROX. 4.2 KM 2094655.4 |
MB2901| MB2927 BARBERTON N MUN SPIPE APPROX. 2.4 KM 2324848.1 |
MB2901|---------------------------------------------------------------------|
MB2901
MB2901
MB2901 HISTORY - Year Condition Recov. By
MB2901 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB2901
MB2901 STATION DESCRIPTION
MB2901
MB2901'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB2901'THE STATION IS ABOUT 3-1/2 MILES SOUTHWEST OF DOWNTOWN AKRON, NEAR
MB2901'THE SOUTHWEST CORNER OF THE
MB2901'HIGHEST PART OF THE ROOF OF THE WALTER J. INNES JUNIOR HIGH SCHOOL AT
MB2901'1999 EAST AVENUE. IT IS 29 FEET EAST
MB2901'OF THE SOUTHWEST CORNER OF THE ROOF, 4.5 FEET NORTH OF
MB2901'THE SOUTH COPING OF THE ROOF AND IS ABOVE THE
MB2901'GYMNASIUM. THE MARK IS A CITY OF AKRON
MB2901'DISK STAMPED KELLEY SET IN THE TOP OF AN 8 INCH CONCRETE
MB2901'MONUMENT PROJECTING 4 INCHES ABOVE
MB2901'THE ROOF.
MB2901'
|
|
|
|
|
|
|
|
|
|
|
|
2225749.0
|
504867.65625
|
0101000020960E00009E539F4A2AFB40413DA35BE18DD01E41
|
true
|
2013-10-16 06:00:00 -0400
|
false
|
41.04865973888888888889
|
-81.56729237777777777778
|
-81.5672923777778
|
41.0486597388887
|
2225748.58298726
|
504867.470076132
|
678409.524913567
|
153883.912647013
|
891
|
891
|
KEPLER
|
KY3454
|
OH
|
Summit
|
|
USCGS
|
1950-12-31 00:00:00 -0500
|
DISK
|
KEPLER 1951
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1969 GOOD THOMAS ENG AND SURVHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREW HISTORY - 2004 GOOD COSE SURVEY FIELD CREW HISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
40
|
57
|
30.31462
|
N
|
81
|
32
|
14.80002
|
W
|
ADJUSTED
|
-33.44
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
|
OH N
|
143890.988
|
681029.231
|
0.99994095
|
+
|
0
|
37
|
56.5
|
|
MT
|
|
|
|
|
303.0
|
994.0
|
SCALED
|
|
-0.83
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED AT THE SOUTH EDGE OF TURKEYFOOT LAKE IN THE
PORTAGE LAKES DISTRICT,
WHICH IS ABOUT 5 MILES SOUTH OF THE SOUTH EDGE OF AKRON. IT IS 57 FEET SOUTH OF THE EDGE OF LAKE, 87 FEET NORTH OF THE CENTER OF SHRAKES HOTEL DR, 43.8 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE # 197 AND 35.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A FRAME HOUSE# 197 , 18.5 FEET WEST OF A CHAINLINK FENCE.
THE MARK IS FLUSH AND THE DISK IS STAMPED KEPLER 1951.IT IS
LOCATED ON SHRAKES HOTEL DRIVE. IT IS 47 FEET NORTH OF REF. MARK NO. 1.
REFERENCE MARK NO. 1 IS 44.6 FEET SOUTHEAST OF THE SOUTHEAST
CORNER OF A FRAME HOUSE AND 42 FEET NORTH OF THE CENTER OF A
RAVEL ROAD, 1 FEET SOUTH OF A CHAINLINK FENCE. THE MARK IS FLUSH AND
THE DISK IS STAMPED KEPLER NO 1 1951.
REFERENCE MARK NO. 2 IS 13.8 FEET NORTHEAST OF THE NORTHEAST CORNER
OF A FRAME HOUSE. THE MARK
IS FLUSH AND THE DISK IS STAMPED KEPLER NO 2 1951.
TRIANGULATION STATION SEA SCOUT CAN BE USED AS THE AZIMUTH MARK.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
SOUTH MAIN STREET IN THE
SOUTH EDGE OF AKRON, GO SOUTH ON SOUTH MAIN STREET FOR 5.1 MILES TO A
CROSSROAD, TURN RIGHT ON GRAVEL
ROAD AND GO 0.3 MILE TO WHERE ROAD FORKS, TURN RIGHT
AND GO 0.1 MILE TO A HOUSE ON THE RIGHT AND THE
STATION AS DESCRIBED.
HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
KEPLER 1951 RECOVERED GOOD.
KEPLER NO. 1 1951 RECOVERED GOOD.
KEPLER NO. 2 1951 RECOVERED GOOD.
NO CHANGES NECESSARY.
|
2018-04-11 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3454 ***********************************************************************
KY3454 DESIGNATION - KEPLER
KY3454 PID - KY3454
KY3454 STATE/COUNTY- OH/SUMMIT
KY3454
KY3454 HORZ DATUM - NAD 83(1986)
KY3454 VERT DATUM - NGVD 29
KY3454
KY3454 POSITION - 40 57 30.31462(N) 081 32 14.80002(W) ADJUSTED
KY3454 83 minus 27 - +00.20133 -00.58245 ADJUSTED
KY3454
KY3454 HEIGHT - 303. (meters) 994. (feet) SCALED
KY3454 ***********************************************************************
KY3454
KY3454 LAPLACE CORR- -0.83 DEFLEC90
KY3454 GEOID HEIGHT- -33.44 GEOID90
KY3454
KY3454
KY3454 HORZ ORDER - THIRD
KY3454
KY3454
KY3454.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3454.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
KY3454.THE ORTHOMETRIC HEIGHT WAS SCALED FROM A MAP.
KY3454
KY3454; North East Scale Converg.
KY3454;SPC OH N - 143,890.988 681,029.231 0.99994095 +0 37 56.5 MT
KY3454;UTM 17 - 4,534,280.437 454,771.611 0.99962518 -0 21 08.3 MT
KY3454
KY3454: Primary Azimuth Mark Grid Az
KY3454:SPC OH N - SEA SCOUT 348 19 26.1
KY3454:UTM 17 - SEA SCOUT 349 18 30.9
KY3454
KY3454|---------------------------------------------------------------------|
KY3454| Pid Reference Object Distance Geod. AZ |
KY3454| dddmmss.ss|
KY3454| KEPLER RM 1 14.331 METERS 17658 |
KY3454| KEPLER RM 2 7.282 METERS 30108 |
KY3454| KY3453 SEA SCOUT APPROX. 1.2 KM 3485722.6 |
KY3454|---------------------------------------------------------------------|
KY3454
KY3454
KY3454 HISTORY - Year Condition Recov. By
KY3454 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY3454 HISTORY - 1969 GOOD THOMAS ENG AND SURV
KY3454 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY3454
KY3454 STATION DESCRIPTION
KY3454
KY3454'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
KY3454'STATION IS LOCATED AT THE SOUTH EDGE OF TURKEYFOOT LAKE IN THE
KY3454'PORTAGE LAKES DISTRICT,
KY3454'WHICH IS ABOUT 5 MILES SOUTH OF THE SOUTH EDGE OF AKRON. IT IS 57
KY3454'FEET SOUTH OF THE EDGE OF LAKE, 88
KY3454'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 43.8 FEET NORTHEAST
KY3454'OF THE SOUTHEAST CORNER OF A FRAME HOUSE # 197
KY3454'AND 35.5 FEET SOUTHEAST OF THE NORTHEAST
KY3454'CORNER OF A FRAME HOUSE.# 197 THE MARK IS FLUSH AND THE DISK IS
KY3454'STAMPED KEPLER 1951.IT IS LOCATED ON SHRAKES HOTEL DRIVE 1' SOUTH
KY3454'OF A CHAIN LINK FENCE.
KY3454'
KY3454'REFERENCE MARK NO. 1 IS 44.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER
KY3454'OF A FRAME HOUSE AND 42
KY3454'FEET NORTH OF THE CENTER OF A GRAVEL ROAD. THE MARK IS FLUSH AND THE
KY3454'DISK IS STAMPED KEPLER NO 1 1951.
KY3454'
KY3454'REFERENCE MARK NO. 2 IS 13.8 FEET NORTHEAST OF THE NORTHEAST CORNER
KY3454'OF A FRAME HOUSE. THE MARK
KY3454'IS FLUSH AND THE DISK IS STAMPED KEPLER NO 2 1951.
KY3454'
KY3454'TRIANGULATION STATION SEA SCOUT CAN BE USED AS THE AZIMUTH MARK.
KY3454'
KY3454'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
KY3454'SOUTH MAIN STREET IN THE
KY3454'SOUTH EDGE OF AKRON, GO SOUTH ON SOUTH MAIN STREET FOR 5.1 MILES TO A
KY3454'CROSSROAD, TURN RIGHT ON GRAVEL
KY3454'ROAD AND GO 0.3 MILE TO WHERE ROAD FORKS, TURN RIGHT
KY3454'AND GO 0.1 MILE TO A HOUSE ON THE RIGHT AND THE
KY3454'STATION AS DESCRIBED.
KY3454'
KY3454'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
KY3454'
KY3454
KY3454 STATION RECOVERY (1969)
KY3454
KY3454'RECOVERY NOTE BY THOMAS ENG AND SURV 1969 (CES)
KY3454'KEPLER 1951 RECOVERED GOOD.
KY3454'
KY3454'KEPLER NO. 1 1951 RECOVERED GOOD.
KY3454'
KY3454'KEPLER NO. 2 1951 RECOVERED GOOD.
KY3454'
KY3454'NO CHANGES NECESSARY.
KY3454'
|
|
|
|
|
|
|
|
|
|
|
|
2234343.25
|
472082.0
|
0101000020960E000057DD59B3F30B41413F5F696749D01C41
|
true
|
2011-01-26 09:43:00 -0500
|
false
|
40.95842072777777777778
|
-81.53744445
|
-81.53744445
|
40.9584207277776
|
2234343.40117995
|
472082.3509879
|
681029.23073811
|
143890.988363072
|
901
|
901
|
LEE
|
KY3003
|
OH
|
Summit
|
|
NGS
|
1982-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
LEE 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2004 REPORTED DESTROYED BY PROPERTY OWNER COSE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
12.82559
|
N
|
81
|
28
|
18.73084
|
W
|
ADJUSTED
|
-33.5
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
147115.855
|
686511.881
|
0.99994013
|
+
|
0
|
40
|
31.5
|
|
MT
|
|
|
|
|
347.9
|
1141.0
|
VERT ANG
|
|
-0.78
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTH FROM AKRON, 6 KM
(3.75 MI) NORTH FROM GREENSBURG AND 4.75 KM (3 MI) SOUTH-SOUTHWEST
FROM SPRINGFIELD LAKE. OWNERSHIP--JAMES LEE, 2835 PICKLE ROAD,
AKRON, OHIO. TELEPHONE NUMBER (216) 644-8047.
THE REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 7.25 KM (4.5 MI) TO A CROSSROADS.
TURN LEFT AND GO WEST ON KILLIAN ROAD FOR 1.05 KM (0.65 MI) TO A SIDE
ROAD LEFT. TURN LEFT AND GO SOUTH ON PICKLE ROAD FOR 1.05 KM (0.65
MI) TO THE STATION ON THE LEFT BEHIND MR. LEES HOUSE.
THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---LEE 1983---
SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH IS
FLUSH WITH THE SURFACE. IT IS 137 METERS (450 FEET) EAST FROM PICKLE
ROAD AND 0.9 METERS (3 FEET) WEST FROM A WITNESS POST.
THERE WERE NO OTHER MARKS AT THIS STATION.
|
2004-10-06 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3003 ***********************************************************************
KY3003 DESIGNATION - LEE
KY3003 PID - KY3003
KY3003 STATE/COUNTY- OH/SUMMIT
KY3003
KY3003 HORZ DATUM - NAD 83(1986)
KY3003 VERT DATUM - NGVD 29
KY3003
KY3003 POSITION - 40 59 12.82559(N) 081 28 18.73084(W) ADJUSTED
KY3003 83 minus 27 - +00.20233 -00.58756 NADCON
KY3003
KY3003 HEIGHT - 347.9 (meters) 1141. (feet) VERT ANGLE
KY3003 ***********************************************************************
KY3003
KY3003 LAPLACE CORR- -0.78 DEFLEC90
KY3003 GEOID HEIGHT- -33.50 GEOID90
KY3003
KY3003
KY3003 HORZ ORDER - FIRST
KY3003
KY3003
KY3003.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY3003.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3003.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY3003
KY3003; North East Scale Converg.
KY3003;SPC OH N - 147,115.855 686,511.881 0.99994013 +0 40 31.5 MT
KY3003;UTM 17 - 4,537,409.600 460,307.115 0.99961939 -0 18 34.2 MT
KY3003
KY3003
KY3003
KY3003_STATION MARK IS A TRIANGULATION STATION DISK
KY3003_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3003
KY3003 HISTORY - Year Condition Recov. By
KY3003 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3003
KY3003 STATION DESCRIPTION
KY3003
KY3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3003'THE STATION IS LOCATED ABOUT 10.5 KM (6.5 MI) SOUTH FROM AKRON, 6 KM
KY3003'(3.75 MI) NORTH FROM GREENSBURG AND 4.75 KM (3 MI) SOUTH-SOUTHWEST
KY3003'FROM SPRINGFIELD LAKE. OWNERSHIP--JAMES LEE, 2835 PICKLE ROAD,
KY3003'AKRON, OHIO. TELEPHONE NUMBER (216) 644-8047.
KY3003'
KY3003'THE REACH FROM THE POST OFFICE AT GREENSBURG, GO NORTH ON STATE
KY3003'HIGHWAY 241 (MASSILLON ROAD) FOR 7.25 KM (4.5 MI) TO A CROSSROADS.
KY3003'TURN LEFT AND GO WEST ON KILLIAN ROAD FOR 1.05 KM (0.65 MI) TO A SIDE
KY3003'ROAD LEFT. TURN LEFT AND GO SOUTH ON PICKLE ROAD FOR 1.05 KM (0.65
KY3003'MI) TO THE STATION ON THE LEFT BEHIND MR. LEES HOUSE.
KY3003'
KY3003'THE STATION MARK IS A STANDARD NGS STATION DISK STAMPED---LEE 1983---
KY3003'SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH IS
KY3003'FLUSH WITH THE SURFACE. IT IS 137 METERS (450 FEET) EAST FROM PICKLE
KY3003'ROAD AND 0.9 METERS (3 FEET) WEST FROM A WITNESS POST.
KY3003'
KY3003'THERE WERE NO OTHER MARKS AT THIS STATION.
KY3003'
|
|
|
|
|
|
|
|
|
|
|
|
2252330.75
|
482662.78125
|
0101000020960E000023301088152F41414ADF12669A751D41
|
false
|
2004-10-08 11:24:00 -0400
|
false
|
40.98689599722222222222
|
-81.47186967777777777778
|
-81.4718696777778
|
40.9868959972221
|
2252331.06299402
|
482662.599681367
|
686511.881024339
|
147115.854614571
|
904
|
904
|
LOUISVILLE AZ MK 2
|
MB2910
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1984 GOOD UNITED STATES POWER SQUADRON
HISTORY - 2013 DESTROYED SCE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
2
|
26.97344
|
N
|
81
|
32
|
27.70124
|
W
|
ADJUSTED
|
-33.56
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
|
OH N
|
153037.984
|
680626.948
|
0.99993925
|
+
|
0
|
37
|
48.0
|
|
MT
|
|
|
|
|
|
|
|
|
-0.45
|
DEFLEC90
|
|
|
|
|
|
|
N/A
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
ABOUT 3.2 MILES
SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, NORTHEAST OF THE CORNER
OF EDWIN AND E. WILBETH ROAD. IT
IS FOUR LEGGED, BLACK WATER TANK WITH A SIGN
ON THE SIDE WITH THE LETTERING, FIRESTONE. IT IS
APPROXIMATELY 135 FEET HIGH
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1984 (MS )
STATION FOUND GOOD.
RECOVERY NOTE 2013 SCE- WATER TANK HAS BEEN REMOVED
|
2013-11-13 19:00:00 -0500
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2910 ***********************************************************************
MB2910 DESIGNATION - LOUISVILLE AZ MK 2
MB2910 PID - MB2910
MB2910 STATE/COUNTY- OH/SUMMIT
MB2910
MB2910 HORZ DATUM - NAD 83(1986)
MB2910 VERT DATUM - N/A
MB2910
MB2910 POSITION - 41 02 26.97344(N) 081 32 27.70124(W) ADJUSTED
MB2910 83 minus 27 - +00.19816 -00.57334 ADJUSTED
MB2910
MB2910 HEIGHT -
MB2910 ***********************************************************************
MB2910
MB2910 LAPLACE CORR- -0.45 DEFLEC90
MB2910 GEOID HEIGHT- -33.56 GEOID90
MB2910
MB2910
MB2910 HORZ ORDER - THIRD
MB2910
MB2910
MB2910.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2910.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2910
MB2910; North East Scale Converg.
MB2910;SPC OH N - 153,037.984 680,626.948 0.99993925 +0 37 48.0 MT
MB2910;UTM 17 - 4,543,430.117 454,526.700 0.99962545 -0 21 18.9 MT
MB2910
MB2910
MB2910
MB2910
MB2910 HISTORY - Year Condition Recov. By
MB2910 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2910 HISTORY - 1984 GOOD UNITED STATES POWER SQUADRON
MB2910
MB2910 STATION DESCRIPTION
MB2910
MB2910'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB2910'THE STATION IS THE CENTER OF THE TOP OF THE TANK, LOCATED
MB2910'ABOUT 3.2 MILES
MB2910'SOUTHWEST OF THE CENTER OF DOWNTOWN AKRON, NORTHEAST OF THE CORNER
MB2910'OF EDWIN AND E. WILBETH ROAD. IT
MB2910'IS FOUR LEGGED, BLACK WATER TANK WITH A SIGN
MB2910'ON THE SIDE WITH THE LETTERING, FIRESTONE. IT IS
MB2910'APPROXIMATELY 135 FEET HIGH
MB2910'
MB2910
MB2910 STATION RECOVERY (1984)
MB2910
MB2910'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1984 (MS )
MB2910'STATION FOUND GOOD.
MB2910'
|
|
|
|
|
|
|
|
|
|
|
|
2233022.75
|
502091.71875
|
0101000020960E0000B8A00ACA5F0941415B86737A30A51E41
|
true
|
2013-11-14 09:46:00 -0500
|
false
|
41.04082595555555555555
|
-81.54102812222222222222
|
-81.5410281222222
|
41.0408259555554
|
2233023.57844933
|
502092.119581317
|
680626.947965253
|
153037.984124337
|
912
|
912
|
MANCHESTER
|
KY3004
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
MANCHESTER 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
30.83819
|
N
|
81
|
33
|
0.75377
|
W
|
ADJUSTED
|
-33.42
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
|
OH N
|
142044.693
|
679974.683
|
0.99994154
|
+
|
0
|
37
|
26.3
|
|
MT
|
|
|
|
|
344.8
|
1131.0
|
VERT ANG
|
|
-0.91
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THERE ARE NO REFERENCE MARKS AT THIS STATION.
THE STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTH FROM AKRON, 6.0 KM
(3.75 MI) EAST-NORTHEAST FROM CLINTON AND 1.5 KM (1 MI) EAST FROM
MANCHESTER. OWNERSHIP-- MANCHESTER SCHOOL DISTRICT.
TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 93 AND
EAST NIMISILA ROAD IN THE VILLAGE OF MANCHESTER, GO EAST ON EAST
NIMISILA ROAD FOR 1.3 KM (0.8 MI) TO THE AZIMUTH MARK ON THE RIGHT.
CONTINUE EAST ON EAST NIMISILA ROAD FOR 0.3 KM (0.2 MI) TO A ROAD
LEFT LEADING NORTH TO A PARKING AREA ON THE NORTHEAST SIDE OF THE
MANCHESTER HIGH SCHOOL. TURN LEFT AND GO NORTH TO THE MOST NORTHWEST
CORNER OF THE PARKING AREA AND THE STATION ON THE LEFT BEHIND THE
SCHOOL BUILDING.
THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---MANCHESTER 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 152.40
METERS (500.0 FEET) N FROM NIMISILA ROAD, 9.5 METERS (31.3 FEET) SSW
FROM THE SOUTHEAST CORNER OF THE EAST ONE OF TWO DUGOUTS, 9.1 METERS
(29.9 FEET) SE FROM THE SOUTHWEST CORNER OF THE DUGOUT, 37.0 METERS
(121.5 FEET) N FROM THE NORTHEAST CORNER OF THE MOST NORTH SIDE OF
SCHOOL, AND 23.2 METERS (76.0 FEET) W FROM THE MOST NORTHWEST CORNER
OF THE PARKING AREA.
AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
---MANCHESTER 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 6.4
METERS (21.0 FEET) S FROM THE CENTER OF NIMISILA ROAD, 22.9 METERS
(75.0 FEET) W FROM THE EXTENDED CENTER OF RENNINGER ROAD, 2.9 METERS
(9.5 FEET) E FROM THE CENTER OF A DRIVE LEADING SOUTH 546 NIMISILA
ROAD, AND 0.9 METER (3.0 FEET) NE FROM A POWERLINE POLE NUMBERED 118
23.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO EAST NIMISILA
ROAD, TURN RIGHT AND GO WEST FOR 0.3 KM (0.2 MI) TO THE MARK ON THE
LEFT.
GOOD FOR GPS.
|
2019-01-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3004 ***********************************************************************
KY3004 DESIGNATION - MANCHESTER
KY3004 PID - KY3004
KY3004 STATE/COUNTY- OH/SUMMIT
KY3004
KY3004 HORZ DATUM - NAD 83(1986)
KY3004 VERT DATUM - NGVD 29
KY3004
KY3004 POSITION - 40 56 30.83819(N) 081 33 00.75377(W) ADJUSTED
KY3004 83 minus 27 - +00.20195 -00.56942 NADCON
KY3004
KY3004 HEIGHT - 344.8 (meters) 1131. (feet) VERT ANGLE
KY3004 ***********************************************************************
KY3004
KY3004 LAPLACE CORR- -0.91 DEFLEC90
KY3004 GEOID HEIGHT- -33.42 GEOID90
KY3004
KY3004
KY3004 HORZ ORDER - FIRST
KY3004
KY3004
KY3004.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY3004.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3004.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY GPS OBSERVATIONS.
KY3004
KY3004; North East Scale Converg.
KY3004;SPC OH N - 142,044.693 679,974.683 0.99994154 +0 37 26.3 MT
KY3004;UTM 17 - 4,532,453.112 453,685.837 0.99962640 -0 21 38.0 MT
KY3004
KY3004
KY3004
KY3004_STATION MARK IS A TRIANGULATION STATION DISK
KY3004_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3004
KY3004 HISTORY - Year Condition Recov. By
KY3004 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3004 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY3004
KY3004 STATION DESCRIPTION
KY3004
KY3004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3004'THERE ARE NO REFERENCE MARKS AT THIS STATION.
KY3004'
KY3004'THE STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTH FROM AKRON, 6.0 KM
KY3004'(3.75 MI) EAST-NORTHEAST FROM CLINTON AND 1.5 KM (1 MI) EAST FROM
KY3004'MANCHESTER. OWNERSHIP-- MANCHESTER SCHOOL DISTRICT.
KY3004'
KY3004'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 93 AND
KY3004'EAST NIMISILA ROAD IN THE VILLAGE OF MANCHESTER, GO EAST ON EAST
KY3004'NIMISILA ROAD FOR 1.3 KM (0.8 MI) TO THE AZIMUTH MARK ON THE RIGHT.
KY3004'CONTINUE EAST ON EAST NIMISILA ROAD FOR 0.3 KM (0.2 MI) TO A ROAD
KY3004'LEFT LEADING NORTH TO A PARKING AREA ON THE NORTHEAST SIDE OF THE
KY3004'MANCHESTER HIGH SCHOOL. TURN LEFT AND GO NORTH TO THE MOST NORTHWEST
KY3004'CORNER OF THE PARKING AREA AND THE STATION ON THE LEFT BEHIND THE
KY3004'SCHOOL BUILDING.
KY3004'
KY3004'THE STATION IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY3004'---MANCHESTER 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
KY3004'30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 152.40
KY3004'METERS (500.0 FEET) N FROM NIMISILA ROAD, 9.5 METERS (31.3 FEET) SSW
KY3004'FROM THE SOUTHEAST CORNER OF THE EAST ONE OF TWO DUGOUTS, 9.1 METERS
KY3004'(29.9 FEET) SE FROM THE SOUTHWEST CORNER OF THE DUGOUT, 37.0 METERS
KY3004'(121.5 FEET) N FROM THE NORTHEAST CORNER OF THE MOST NORTH SIDE OF
KY3004'SCHOOL, AND 23.2 METERS (76.0 FEET) W FROM THE MOST NORTHWEST CORNER
KY3004'OF THE PARKING AREA.
KY3004'
KY3004'AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED
KY3004'---MANCHESTER 1983--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
KY3004'30 CM (12 INCHES) IN DIAMETER FLUSH WITH THE GROUND LOCATED 6.4
KY3004'METERS (21.0 FEET) S FROM THE CENTER OF NIMISILA ROAD, 22.9 METERS
KY3004'(75.0 FEET) W FROM THE EXTENDED CENTER OF RENNINGER ROAD, 2.9 METERS
KY3004'(9.5 FEET) E FROM THE CENTER OF A DRIVE LEADING SOUTH 546 NIMISILA
KY3004'ROAD, AND 0.9 METER (3.0 FEET) NE FROM A POWERLINE POLE NUMBERED 118
KY3004'23.
KY3004'
KY3004'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO EAST NIMISILA
KY3004'ROAD, TURN RIGHT AND GO WEST FOR 0.3 KM (0.2 MI) TO THE MARK ON THE
KY3004'LEFT.
KY3004'
|
|
|
|
|
|
|
|
|
|
|
|
2230883.75
|
466024.53125
|
0101000020960E00004795BCCD310541419A88B9D9A3711C41
|
true
|
2011-01-26 09:44:00 -0500
|
false
|
40.94189949722222222222
|
-81.55020938055555555556
|
-81.5502093805555
|
40.9418994972221
|
2230883.6073176
|
466024.962621817
|
679974.683459771
|
142044.692696498
|
913
|
913
|
MANCHESTER AZ MK
|
KY3005
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
MANCHESTER 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW-2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
56
|
25.2857
|
N
|
81
|
33
|
15.81561
|
W
|
ADJUSTED
|
-33.42
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
|
OH N
|
141869.602
|
679624.264
|
0.9999416
|
+
|
0
|
37
|
16.4
|
|
MT
|
|
|
|
|
350.2
|
1149.0
|
VERT ANG
|
|
-0.92
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTH FROM AKRON 5.5 KM
(3.5 MI) EAST-NORTHEAST FROM CLINTON AND 1.25 KM (0.75 MI) EAST FROM
MANCHESTER. OWNERSHIP--ROAD RIGHT-OF-WAY.
TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 93 AND EAST NIMISILA
ROAD IN THE CENTER OF THE SMALL VILLAGE OF MANCHESTER, GO EAST ON
EAST NIMISILA ROAD FOR 1.3 KM (0.8 MI) TO A SIDE ROAD LEFT AND THE
STATION ON THE RIGHT.
THE STATION MARK IS A STANDARD NGS AZIMUTH DISK STAMPED---MANCHESTER
1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
IS FLUSH WITH THE SURFACE. IT IS 6.4 METERS (21 FEET) SOUTH FROM THE
CENTER OF EAST NIMISILA ROAD, 22.9 METERS (75 FT) WEST FROM THE
EXTENDED CENTER OF RENNINGER ROAD, 2.9 METERS EAST FROM THE CENTER OF
A DRIVE LEADING TO 546 EAST NIMISILA DRIVE AND 0.9 METERS (3.0 FEET)
NORTHEAST FROM A POWERLINE POLE NUMBERED 118 23.# FS-2832.
POOR FOR GPS.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3005 ***********************************************************************
KY3005 DESIGNATION - MANCHESTER AZ MK
KY3005 PID - KY3005
KY3005 STATE/COUNTY- OH/SUMMIT
KY3005
KY3005 HORZ DATUM - NAD 83(1986)
KY3005 VERT DATUM - NGVD 29
KY3005
KY3005 POSITION - 40 56 25.28570(N) 081 33 15.81561(W) ADJUSTED
KY3005 83 minus 27 - +00.20190 -00.56847 NADCON
KY3005
KY3005 HEIGHT - 350.2 (meters) 1149. (feet) VERT ANGLE
KY3005 ***********************************************************************
KY3005
KY3005 LAPLACE CORR- -0.92 DEFLEC90
KY3005 GEOID HEIGHT- -33.42 GEOID90
KY3005
KY3005
KY3005 HORZ ORDER - SECOND
KY3005
KY3005
KY3005.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3005.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY3005.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
KY3005.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY VERTICAL ANGLE OBSERVATIONS.
KY3005
KY3005; North East Scale Converg.
KY3005;SPC OH N - 141,869.602 679,624.264 0.99994160 +0 37 16.4 MT
KY3005;UTM 17 - 4,532,284.121 453,332.572 0.99962680 -0 21 47.8 MT
KY3005
KY3005
KY3005
KY3005_STATION MARK IS AN AZIMUTH MARK DISK
KY3005_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY3005
KY3005 HISTORY - Year Condition Recov. By
KY3005 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3005 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY3005
KY3005 STATION DESCRIPTION
KY3005
KY3005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (CLN)
KY3005'THE STATION IS LOCATED ABOUT 16 KM (10 MI) SOUTH FROM AKRON 5.5 KM
KY3005'(3.5 MI) EAST-NORTHEAST FROM CLINTON AND 1.25 KM (0.75 MI) EAST FROM
KY3005'MANCHESTER. OWNERSHIP--ROAD RIGHT-OF-WAY.
KY3005'
KY3005'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 93 AND EAST NIMISILA
KY3005'ROAD IN THE CENTER OF THE SMALL VILLAGE OF MANCHESTER, GO EAST ON
KY3005'EAST NIMISILA ROAD FOR 1.3 KM (0.8 MI) TO A SIDE ROAD LEFT AND THE
KY3005'STATION ON THE RIGHT.
KY3005'
KY3005'THE STATION MARK IS A STANDARD NGS AZIMUTH DISK STAMPED---MANCHESTER
KY3005'1983---SET IN THE TOP OF A 30 CM (12-INCH) ROUND CONCRETE POST WHICH
KY3005'IS FLUSH WITH THE SURFACE. IT IS 6.4 METERS (21 FEET) SOUTH FROM THE
KY3005'CENTER OF EAST NIMISILA ROAD, 22.9 METERS (75 FT) WEST FROM THE
KY3005'EXTENDED CENTER OF RENNINGER ROAD, 2.9 METERS EAST FROM THE CENTER OF
KY3005'A DRIVE LEADING TO 546 EAST NIMISILA DRIVE AND 0.9 METERS (3.0 FEET)
KY3005'NORTHEAST FROM A POWERLINE POLE NUMBERED 118 23.# FS-2832.
KY3005'
|
|
|
|
|
|
|
|
|
|
|
|
2229734.75
|
465450.5625
|
0101000020960E0000670B67F8F202414125BA1D12AA681C41
|
true
|
2011-01-31 03:28:00 -0500
|
false
|
40.94035713888888888889
|
-81.554393225
|
-81.554393225
|
40.9403571388887
|
2229733.94064467
|
465450.517691525
|
679624.264357023
|
141869.601531561
|
941
|
944
|
2
|
CE0002
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
32.861674
|
N
|
81
|
40
|
35.741178
|
W
|
|
|
|
|
OH N
|
162356.7934061468
|
669140.2700939802
|
0.999939652646678
|
+
|
0
|
32
|
27.37076812672925
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 00:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/71
A 3/4" bar in a monument box on Misty Lane.
85.00 feet southeast of the southeast corner of a two story frame house #370.
47.90 feet south of the northeast corner of a concrete drive.
54.20 feet northwest of a p.k. nail with shiner in the east side of a 10" pine.
11.6 feet south of a monument box at the intersection of Misty Lane and Briarcliff.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2195337.7028
|
532665.5797
|
0101000020960E000013C5F4D9C4BF40411D2DDA2873412041
|
true
|
2005-02-22 09:26:00 -0500
|
true
|
41.12579490944444444445
|
-81.67659477166666666667
|
-81.6765947716667
|
41.1257949094443
|
2195337.70278228
|
532665.579789552
|
669140.27008858
|
162356.793433425
|
946
|
949
|
223
|
CE0223
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
35.25352
|
N
|
81
|
39
|
51.421463
|
W
|
|
|
|
|
OH N
|
162440.40426720853
|
670173.2731013463
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 00:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/77
A 1" rebar in a monument box on E. Bramble Circle.
101.20 feet northwest of the northwest corner of a 2 story brick house #355.
49.40 feet northeast of the top bolt of a fire hydrant.
72.90 feet southeast of the southeast corner of a brick mailbox post for house #332.
|
2018-05-21 00:00:00 -0400
|
SCE
|
Good
|
Good
|
|
|
|
|
|
|
|
|
|
|
|
|
2198726.8135
|
532939.893
|
0101000020960E00009A5E206863C6404119F02FC997432041
|
true
|
2005-03-16 09:04:00 -0500
|
true
|
41.12645931111111111111
|
-81.66428373972222222222
|
-81.6642837397222
|
41.126459311111
|
2198726.81348784
|
532939.892943862
|
670173.27309764
|
162440.404250081
|
1014
|
|
GIS26RESET
|
CE0126
|
|
|
|
|
|
|
|
|
|
|
|
|
false
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0101000020960E000000000000F41841410000000020111F41
|
false
|
|
false
|
|
|
-81.5118300707768
|
41.0595408694726
|
2241000.0
|
509000.0
|
683058.166116332
|
155143.510287003
|
263
|
263
|
OM RI-212
|
CE2025
|
OH
|
Summit
|
|
CRGS
|
|
Disk in Concrete
|
R-212
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1995 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2002 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2011 - GOOD COSE - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
16
|
34.99
|
N
|
81
|
36
|
16.48
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
321.491
|
1054.758
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
ECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED SET IN THE WEST TREELAWN OF DEWEY ROAD APPROXIMATELY 2530.0' SOUTH OF THE CENTERLINE OF SNOWVILLE ROAD 575.0' SOUTH OF THE CUYAHOGA/SUMMIT COUNTY LINE, 14.0' WEST OF THE CENTERLINE OF DEWEY ROAD, 40.6' NORTHWEST OF N&V POLE #3183006, 5.7' WEST OF THE WEST EDGE OF THE
PAVEMENT OF DEWEY ROAD AND 35.0' NORTHEAST OF N&V POLE IN A ROUND IRON BOX. 65' NORTH OF THE NORTH DRIVE TO HOUSE #5479.
GOOD FOR GPS
|
2021-11-29 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2025*********************************************************************
CE2025 DESIGNATION - OM RI-212
CE2025 PID - CE2025
CE2025 STATE/COUNTY- OH/SUMMIT
CE2025
CE2025 HORZ DATUM - NAD 83(1986)
CE2025 VERT DATUM - NAVD 88
CE2025
CE2025 POSITION - 41 16 34.99 (N) 081 36 16.48 (W) SCALED
CE2025 83 MINUS 27 -
CE2025
CE2025 HEIGHT - 321.491 (meters) 1054.758 (feet) ADJUST
CE2025 88 MINUS 29 -
CE2025 *********************************************************************
CE2025
CE2025 VERT ORDER - SECOND
CE2025
CE2025 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2024 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2025 SURVEY (CRGS). RELEVELED 1990 BY COSE.
CE2025
CE2025_STATION MARK IS A SURVEY DISK
CE2025_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2025_THE MARK IS STAMPED: R-212
CE2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2025+STABILITY: SURFACE MOTION
CE2025_SATELLITE:
CE2025+SATELLITE:
CE2025
CE2025 HISTORY - Year Condition Recov. By
CE2025 HISTORY - 1995 - GOOD COSE
CE2025 HISTORY - 2000 - GOOD COSE
CE2025 STATION DESCRIPTION
CE2025
CE2025 DESCRIBED BY COSE
CE2025 THE STATION IS LOCATED SET IN THE WEST TREELAWN OF
CE2025 DEWEY ROAD APPROXIMATELY 2530.0' SOUTH OF THE
CE2025 CENTERLINE OF SNOWVILLE ROAD 575.0' SOUTH OF THE
CE2025 CUYAHOGA/SUMMIT COUNTY LINE 14.0' WEST OF THE
CE2025 CENTERLINE OF DEWEY ROAD 40.6' NORTHWEST OF N&V
CE2025 POLE #3183006 5.7' WEST OF THE WEST EDGE OF THE
CE2025 PAVEMENT OF DEWEY ROAD AND 35.0' NORTHEAST OF
CE2025 N&V POLE IN A ROUND IRON BOX.
CE2025
CE2025
CE2025 NORTH EAST
CE2025 GEOGRAPHIC- 41-19-42.335 81-32-07.875
CE2025 SPC OH N - N-587577.00 E-2246074.94
CE2025 CRGS LOCAL - N-8073.65 E-110692.00
CE2025 ELEVATION: 1055.37
CE2025 DATE SET 08/20/48
CE2025
|
|
|
|
|
|
|
|
|
|
|
|
2214600.0
|
587625.125
|
0101000020960E0000638AA8C06AE540413FF7857C99EF2141
|
true
|
2011-01-14 09:27:00 -0500
|
false
|
41.27638611111111111111
|
-81.60457777777777777778
|
-81.6045777777778
|
41.276386111111
|
2214613.50514345
|
587724.743209578
|
675015.546398816
|
179138.860007982
|
1
|
1
|
1
|
KY1641
|
OH
|
Summit
|
|
B & O RAILROAD
|
|
CHISELED SQUARE
|
No Stamp
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1967 GOOD BALTIMORE AND OHIO RAILROAD
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2002 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 UNABLE TO LOCATE SCE SURVEY FIELD CREW
HISTORY - 2013 NOT RECOVERED SCE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
40
|
54
|
56.0
|
N
|
81
|
38
|
26.0
|
W
|
SCALED
|
-33.35
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
290.014
|
951.49
|
ADJUST
|
|
|
|
|
|
|
|
980172.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
0.55 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
FROM THE CONTROL TOWER AT WARWICK, ABOUT 0.2 MILE SOUTH OF A
BLACK TOP ROAD CROSSING ABOUT 0.2 MILE SOUTH OF MILE POST 108,
IN THE SOUTH STONE ABUTMENT OF RAILROAD BRIDGE NO. 50 OVER
CHIPPEWA CREEK, 4 FEET EAST OF EAST RAIL OF WEST TRACK, 4 1/2
FEET WEST OF WEST RAIL OF EAST TRACK, 0.2 FOOT SOUTH OF SOUTH
END OF A BOARD WALK BETWEEN THE TRACKS AND ABOUT 1 1/2 FEET
BELOW LEVEL OF TRACKS.
RECOVERY NOTE BY BALTIMORE AND OHIO RAILROAD 1967
RECOVERED AS DESCRIBED.
NOT FOUND 8/2004 BY COSE CREW. BRIDGE HAS BEEN REPLACED.
|
2013-11-26 19:00:00 -0500
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1641 ***********************************************************************
KY1641 DESIGNATION - 1
KY1641 PID - KY1641
KY1641 STATE/COUNTY- OH/SUMMIT
KY1641
KY1641 HORZ DATUM - NAD 83(1986)
KY1641 VERT DATUM - NAVD 88
KY1641
KY1641 POSITION - 40 54 56. (N) 081 38 26. (W) SCALED
KY1641 83 minus 27 - +00. -01. SCALED
KY1641
KY1641 HEIGHT - 290.014 (meters) 951.49 (feet) ADJUST
KY1641 88 minus 29 -0.23 ADJ UNCHK
KY1641 ***********************************************************************
KY1641
KY1641 GEOID HEIGHT- -33.35 GEOID90
KY1641 MODELED GRAV- 980,172.1 NAVD88
KY1641
KY1641
KY1641 VERT ORDER - FIRST CLASS 2
KY1641
KY1641
KY1641.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1641.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1641.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1641
KY1641
KY1641
KY1641
KY1641_STATION MARK IS A CHISELED SQUARE
KY1641_WITH SETTING: SET IN A MASSIVE STRUCTURE
KY1641
KY1641 HISTORY - Year Condition Recov. By
KY1641 HISTORY - UNK STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
KY1641 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
KY1641 HISTORY - 1967 GOOD BALTIMORE AND OHIO RAILROAD
KY1641 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY1641
KY1641 STATION DESCRIPTION
KY1641
KY1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
KY1641'0.55 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
KY1641'FROM THE CONTROL TOWER AT WARWICK, ABOUT 0.2 MILE SOUTH OF A
KY1641'BLACK TOP ROAD CROSSING ABOUT 0.2 MILE SOUTH OF MILE POST 108,
KY1641'IN THE SOUTH STONE ABUTMENT OF RAILROAD BRIDGE NO. 50 OVER
KY1641'CHIPPEWA CREEK, 4 FEET EAST OF EAST RAIL OF WEST TRACK, 4 1/2
KY1641'FEET WEST OF WEST RAIL OF EAST TRACK, 0.2 FOOT SOUTH OF SOUTH
KY1641'END OF A BOARD WALK BETWEEN THE TRACKS AND ABOUT 1 1/2 FEET
KY1641'BELOW LEVEL OF TRACKS.
KY1641
KY1641 STATION RECOVERY (1967)
KY1641
KY1641'RECOVERY NOTE BY BALTIMORE AND OHIO RAILROAD 1967
KY1641'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2206020.25
|
456168.28125
|
0101000020960E00003FF4B443A2D44041662BAB4FA3D71B41
|
true
|
2013-11-27 05:18:00 -0500
|
false
|
40.91555555555555555556
|
-81.64055555555555555555
|
-81.6405555555556
|
40.9155555555554
|
2206020.52895978
|
456168.827801397
|
672396.402019745
|
139040.536794922
|
2
|
2
|
1 SUMMIT CO
|
KY2906
|
OH
|
Summit
|
|
|
|
Disk in Concrete
|
1
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2003 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
59
|
41.0
|
N
|
81
|
27
|
43.0
|
W
|
SCALED
|
-33.51
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
319.491
|
1048.2
|
ADJUST
|
|
|
|
|
|
|
|
980165.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
A NEW BRIDGE HAS BEEN CONSTUCTED.
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
7.2 KM (4.45 MI) NORTH ALONG STATE HIGHWAY 241 FROM THE POST OFFICE IN
GREENSBURG TO THE MARK ON THE RIGHT, IN TOP OF THE EAST END OF THE
NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER TUSCARAWAS RIVER, ALSO
3.8 KM (2.35 MI) SOUTH ALONG STATE HIGHWAY 241 FROM THE JUNCTION OF
U.S. HIGHWAY 224 IN KRUMROY, 7.80 METERS (25.6 FT) EAST OF THE
CENTERLINE OF THE HIGHWAY. NOTE--THIS IS A SUMMIT COUNTY BENCH MARK.
THE STATION IS LEVEL WITH THE HEIGHT OF HIGHWAY .
NOT RECOVERED. BRIDGE REPLACED.
|
2002-12-31 19:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2906 ***********************************************************************
KY2906 DESIGNATION - 1 SUMMIT CO
KY2906 PID - KY2906
KY2906 STATE/COUNTY- OH/SUMMIT
KY2906
KY2906 HORZ DATUM - NAD 83(1986)
KY2906 VERT DATUM - NAVD 88
KY2906
KY2906 POSITION - 40 59 41. (N) 081 27 43. (W) SCALED
KY2906 83 minus 27 - +00. -01. SCALED
KY2906
KY2906 HEIGHT - 319.491 (meters) 1048.20 (feet) ADJUST
KY2906 88 minus 29 -0.193 ADJUSTED
KY2906 ***********************************************************************
KY2906
KY2906 GEOID HEIGHT- -33.51 GEOID90
KY2906 MODELED GRAV- 980,165.5 NAVD88
KY2906
KY2906
KY2906 VERT ORDER - FIRST CLASS 2
KY2906
KY2906
KY2906.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY2906.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY2906.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY2906
KY2906
KY2906
KY2906
KY2906_STATION MARK IS A SURVEY DISK
KY2906_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
KY2906_THE MONUMENT IS LEVEL WITH THE HEIGHT OF HIGHWAY
KY2906_THE MARK IS STAMPED: 1
KY2906
KY2906 HISTORY - Year Condition Recov. By
KY2906 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
KY2906 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
KY2906 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
KY2906
KY2906 STATION DESCRIPTION
KY2906 RECOVERY NOTE
KY2906'A NEW BRIDGE HAS BEEN CONSTUCTED.
KY2906
KY2906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
KY2906'7.2 KM (4.45 MI) NORTH ALONG STATE HIGHWAY 241 FROM THE POST OFFICE IN
KY2906'GREENSBURG TO THE MARK ON THE RIGHT, IN TOP OF THE EAST END OF THE
KY2906'NORTH ABUTMENT OF THE HIGHWAY BRIDGE OVER TUSCARAWAS RIVER, ALSO
KY2906'3.8 KM (2.35 MI) SOUTH ALONG STATE HIGHWAY 241 FROM THE JUNCTION OF
KY2906'U.S. HIGHWAY 224 IN KRUMROY, 7.80 METERS (25.6 FT) EAST OF THE
KY2906'CENTERLINE OF THE HIGHWAY. NOTE--THIS IS A SUMMIT COUNTY BENCH MARK.
KY2906'THE STATION IS LEVEL WITH THE HEIGHT OF HIGHWAY .
|
|
|
|
|
|
|
|
|
|
|
|
2255037.0
|
485545.53125
|
0101000020960E0000CC424A815E344141CFED93A2A8A21D41
|
false
|
2005-12-12 09:22:00 -0500
|
false
|
40.99472222222222222222
|
-81.46194444444444444444
|
-81.4619444444444
|
40.9947222222221
|
2255037.01007876
|
485546.158767429
|
687336.655345318
|
147994.765181824
|
3
|
3
|
1027 USGS
|
MB1286
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED US GEOLOGICAL SURVEY
HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2011 UNABLE TO LOCATE SCE SURVEY CREW
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
4
|
50.0
|
N
|
81
|
30
|
58.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
312.895
|
1026.56
|
ADJUST
|
|
|
|
|
|
|
|
980175.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
AT AKRON, NEAR THE INTERSECTION OF BROADWAY STREET AND CENTER
STREET, IN THE TOP OF THE SOUTHEAST EDGE OF THE PORCH FLOOR OF
SOUTHEAST PORCH OF COUNTY JAIL, ON LAWN OF COUNTY COURT HOUSE,
5 1/2 FEET SOUTHWEST OF THE EAST CORNER OF PORCH OF JAIL, 1/2
FOOT NORTHWEST OF SOUTHEAST EDGE OF PORCH FLOOR AND ABOUT 2
FEET ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
RECOVERY NOTE SUMMIT COUNTY ENGINEER 2011
UNABLE TO LOCATE. A NEW JAIL WAS BUILT IN 1966
|
2013-09-04 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1286 ***********************************************************************
MB1286 DESIGNATION - 1027 USGS
MB1286 PID - MB1286
MB1286 STATE/COUNTY- OH/SUMMIT
MB1286
MB1286 HORZ DATUM - NAD 83(1986)
MB1286 VERT DATUM - NAVD 88
MB1286
MB1286 POSITION - 41 04 50. (N) 081 30 58. (W) SCALED
MB1286 83 minus 27 - +00. -01. SCALED
MB1286
MB1286 HEIGHT - 312.895 (meters) 1026.56 (feet) ADJUST
MB1286 88 minus 29 -0.20 ADJ UNCHK
MB1286 ***********************************************************************
MB1286
MB1286 GEOID HEIGHT- -33.63 GEOID90
MB1286 MODELED GRAV- 980,175.6 NAVD88
MB1286
MB1286
MB1286 VERT ORDER - FIRST CLASS 2
MB1286
MB1286
MB1286.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1286.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1286.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1286
MB1286
MB1286
MB1286
MB1286_STATION MARK IS A BENCH MARK DISK
MB1286_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1286_THE MARK IS STAMPED: 1027 CLEVELAND
MB1286
MB1286 HISTORY - Year Condition Recov. By
MB1286 HISTORY - UNK STATION MONUMENTED US GEOLOGICAL SURVEY
MB1286 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
MB1286 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1286
MB1286 STATION DESCRIPTION
MB1286
MB1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
MB1286'AT AKRON, NEAR THE INTERSECTION OF BROADWAY STREET AND CENTER
MB1286'STREET, IN THE TOP OF THE SOUTHEAST EDGE OF THE PORCH FLOOR OF
MB1286'SOUTHEAST PORCH OF COUNTY JAIL, ON LAWN OF COUNTY COURT HOUSE,
MB1286'5 1/2 FEET SOUTHWEST OF THE EAST CORNER OF PORCH OF JAIL, 1/2
MB1286'FOOT NORTHWEST OF SOUTHEAST EDGE OF PORCH FLOOR AND ABOUT 2
MB1286'FEET ABOVE GROUND.
MB1286
MB1286 STATION RECOVERY (1963)
MB1286
MB1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1286'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2239732.5
|
516642.25
|
0101000020960E00004DCEA3907A164141251A40EC89881F41
|
true
|
2013-09-05 10:41:00 -0400
|
false
|
41.08055555555555555556
|
-81.51611111111111111111
|
-81.5161111111111
|
41.0805555555554
|
2239733.12999896
|
516642.48071328
|
682672.023367729
|
157472.943067278
|
6
|
6
|
11 RHP USGS
|
MB1382
|
OH
|
Summit
|
AKRON WEST
|
USGS
|
1955-12-31 19:00:00 -0500
|
Disk in Concrete
|
11 RHP 1087 1956
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1956 STATION MONUMENTED US GEOLOGICAL SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2011 UNABLE TO LOCATE SCE SURVEY CREW
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
4.0
|
N
|
81
|
32
|
38.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
331.134
|
1086.39
|
ADJUST
|
|
|
|
|
|
|
|
980177.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, ALONG COPLEY ROAD, AT THE INTERSECTION OF COPLEY
ROAD AND BRIARWOOD AVENUE, IN THE WESTERN PART OF THE CITY,
8.2 FEET SOUTH OF THE SOUTH CURB OF COPLEY ROAD, 59 FEET WEST OF
THE EXTENDED CENTER LINE OF BRIARWOOD AVENUE, 7 FEET SOUTH OF
POWER LINE POLE NO. 85557, 1.8 FEET NORTH OF THE NORTHEAST CORNER
OF A BRICK PILLAR, 1 FOOT SOUTH OF THE SOUTH EDGE OF A CONCRETE
SIDEWALK, 1 FOOT ABOVE THE LEVEL OF COPLEY ROAD AND SET IN THE
TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
GROUND.
2013-THE BRICK PILLAR NO LONGER EXISTS AND THE SIDEWALKS HAVE BEEN REPLACED.
|
2013-09-04 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1382 ***********************************************************************
MB1382 DESIGNATION - 11 RHP USGS
MB1382 PID - MB1382
MB1382 STATE/COUNTY- OH/SUMMIT
MB1382
MB1382 HORZ DATUM - NAD 83(1986)
MB1382 VERT DATUM - NAVD 88
MB1382
MB1382 POSITION - 41 05 04. (N) 081 32 38. (W) SCALED
MB1382 83 minus 27 - +00. -01. SCALED
MB1382
MB1382 HEIGHT - 331.134 (meters) 1086.39 (feet) ADJUST
MB1382 88 minus 29 -0.20 ADJ UNCHK
MB1382 ***********************************************************************
MB1382
MB1382 GEOID HEIGHT- -33.63 GEOID90
MB1382 MODELED GRAV- 980,177.0 NAVD88
MB1382
MB1382
MB1382 VERT ORDER - FIRST CLASS 2
MB1382
MB1382
MB1382.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1382.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1382.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1382
MB1382
MB1382
MB1382
MB1382_STATION MARK IS A SURVEY DISK
MB1382_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1382_THE MARK IS STAMPED: 11 RHP 1087 1956
MB1382
MB1382 HISTORY - Year Condition Recov. By
MB1382 HISTORY - 1956 STATION MONUMENTED US GEOLOGICAL SURVEY
MB1382 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1382
MB1382 STATION DESCRIPTION
MB1382
MB1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1382'AT AKRON, ALONG COPLEY ROAD, AT THE INTERSECTION OF COPLEY
MB1382'ROAD AND BRIAWOOD AVENUE, IN THE WESTERN PART OF THE CITY,
MB1382'8.2 FEET SOUTH OF THE SOUTH CURB OF COPLEY ROAD, 59 FEET WEST OF
MB1382'THE EXTENDED CENTER LINE OF BRIAWOOD AVENUE, 7 FEET SOUTH OF
MB1382'POWER LINE POLE NO. 85557, 1.8 FEET NORTH OF THE NORTHEAST CORNER
MB1382'OF A BRICK PILLAR, 1 FOOT SOUTH OF THE SOUTH EDGE OF A CONCRETE
MB1382'SIDEWALK, 1 FOOT ABOVE THE LEVEL OF COPLEY ROAD AND SET IN THE
MB1382'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
MB1382'GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2232059.5
|
517974.625
|
0101000020960E00007C6F2A247E07414153CDD34D589D1F41
|
true
|
2013-09-05 10:43:00 -0400
|
false
|
41.08444444444444444444
|
-81.54388888888888888889
|
-81.5438888888889
|
41.0844444444443
|
2232060.28254503
|
517974.076003273
|
680333.334786394
|
157878.81412341
|
8
|
8
|
1303 CRGS
|
MB1813
|
OH
|
Summit
|
|
CRGS
|
1939-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
1303
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1940 STATION MONUMENTED CLEVE REG GEOD SURV
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
36.0
|
N
|
81
|
31
|
42.0
|
W
|
SCALED
|
-34.11
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
317.991
|
1043.28
|
ADJUST
|
|
|
|
|
|
|
|
980194.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
IN NORTHFIELD, AT THE JUNCTION OF STATE HIGHWAY 8 (NORTHFIELD ROAD)
AND HOUGHTON ROAD, IN TOP OF A CONCRETE POST AND PROTECTED BY A 1-FOOT
SQUARE CONCRETE BOX WITH A COVER, 6.70 METERS (22.0 FT) EAST OF THE
CENTERLINE OF THE HIGHWAY, 4.75 METERS (15.6 FT) NORTH OF THE EXTENDED
CENTERLINE OF HOUGHTON ROAD, 2.56 METERS (8.4 FT) SOUTHWEST OF A
UTILITY POLE WITH A STREET LAMP, 1.95 METERS (6.4 FT) SOUTHWEST OF A
FIRE HYDRANT.
THE PIPE IS BELOW GROUND LEVEL
|
2013-11-14 19:00:00 -0500
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1813 ***********************************************************************
MB1813 DESIGNATION - 1303 CRGS
MB1813 PID - MB1813
MB1813 STATE/COUNTY- OH/SUMMIT
MB1813
MB1813 HORZ DATUM - NAD 83(1986)
MB1813 VERT DATUM - NAVD 88
MB1813
MB1813 POSITION - 41 20 36. (N) 081 31 42. (W) SCALED
MB1813 83 minus 27 - +00. -01. SCALED
MB1813
MB1813 HEIGHT - 317.991 (meters) 1043.28 (feet) ADJUST
MB1813 88 minus 29 -0.215 ADJUSTED
MB1813 ***********************************************************************
MB1813
MB1813 GEOID HEIGHT- -34.11 GEOID90
MB1813 MODELED GRAV- 980,194.6 NAVD88
MB1813
MB1813
MB1813 VERT ORDER - FIRST CLASS 2
MB1813
MB1813
MB1813.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1813.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1813.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1813
MB1813
MB1813
MB1813
MB1813_STATION MARK IS A SURVEY DISK
MB1813_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1813_THE MARK IS STAMPED: 1303
MB1813
MB1813 HISTORY - Year Condition Recov. By
MB1813 HISTORY - 1940 STATION MONUMENTED CLEVE REG GEOD SURV
MB1813 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1813 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1813
MB1813 STATION DESCRIPTION
MB1813
MB1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1813'IN NORTHFIELD, AT THE JUNCTION OF STATE HIGHWAY 8 (NORTHFIELD ROAD)
MB1813'AND HOUGHTON ROAD, IN TOP OF A CONCRETE POST AND PROTECTED BY A 1-FOOT
MB1813'SQUARE CONCRETE BOX WITH A COVER, 6.70 METERS (22.0 FT) EAST OF THE
MB1813'CENTERLINE OF THE HIGHWAY, 4.75 METERS (15.6 FT) NORTH OF THE EXTENDED
MB1813'CENTERLINE OF HOUGHTON ROAD, 2.56 METERS (8.4 FT) SOUTHWEST OF A
MB1813'UTILITY POLE WITH A STREET LAMP, 1.95 METERS (6.4 FT) SOUTHWEST OF A
MB1813'FIRE HYDRANT.
MB1813'THE PIPE IS BELOW GROUND LEVEL
|
|
|
|
|
|
|
|
|
|
|
|
2235229.0
|
612366.0
|
0101000020960E00008B39ACA3D00D41413C5F228CE7AF2241
|
true
|
2013-11-27 03:58:00 -0500
|
false
|
41.34333333333333333333
|
-81.52833333333333333334
|
-81.5283333333333
|
41.3433333333332
|
2235297.27869338
|
612339.773699738
|
681319.973185689
|
186641.536306736
|
9
|
9
|
1523
|
MB1812
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
1523
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1957 STATION MONUMENTED CLEVE REG GEOD SURVHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1990 GOOD RINKER DETWILER AND ASSOCIATESHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW - 2023 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
21
|
2.1215
|
N
|
81
|
31
|
36.386
|
W
|
ADJUSTED
|
-34.12
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
187448.755
|
681441.488
|
0.9999513
|
+
|
0
|
38
|
21.7
|
|
MT
|
|
|
|
|
318.168
|
1043.85
|
ADJUST
|
|
2.0
|
DEFLEC90
|
|
|
|
|
980194.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
IN WALTON HILLS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF STATE
HIGHWAY 8 AND SAGAMORE ROAD AND ACROSS THE HIGHWAY FROM THE NORTHFIELD
PARK RACE TRACK, IN TOP OF A CONCRETE POST AND PROTECTED BY A 9-INCH
CAST IRON BOX WITH A COVER, 10.79 METERS (35.4 FT) WEST OF THE
CENTERLINE OF THE HIGHWAY, 10.45 METERS (34.3 FT) NORTH OF THE
CENTERLINE OF SAGAMORE ROAD, 9.36 METERS (30.7 FT) NORTHEAST OF
UTILITY POLE 629756 WITH A STREET LAMP. 10.60 NORTHEAST FROM SOUTHEAST BOLT ON CANTILEEVER SIGNAL POLE, 3.80 NORTHEAST FROM NORTHEAST BOLT OF CATV BOX.
RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
RECOVERED AS DESCRIBED.
THE PIPE IS BELOW GROUND LEVEL
GOOD FOR GPS
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1812 ***********************************************************************
MB1812 DESIGNATION - 1523
MB1812 PID - MB1812
MB1812 STATE/COUNTY- OH/SUMMIT
MB1812
MB1812 HORZ DATUM - NAD 83(1986)
MB1812 VERT DATUM - NAVD 88
MB1812
MB1812 POSITION - 41 21 02.12150(N) 081 31 36.38600(W) ADJUSTED
MB1812 83 minus 27 - +00.19676 -00.57269 NADCON
MB1812
MB1812 HEIGHT - 318.168 (meters) 1043.85 (feet) ADJUST
MB1812 88 minus 29 -0.216 ADJUSTED
MB1812 ***********************************************************************
MB1812
MB1812 LAPLACE CORR- 2.00 DEFLEC90
MB1812 GEOID HEIGHT- -34.12 GEOID90
MB1812 MODELED GRAV- 980,194.4 NAVD88
MB1812
MB1812
MB1812 HORZ ORDER - FIRST
MB1812 VERT ORDER - FIRST CLASS 2
MB1812
MB1812
MB1812.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1812.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB1812.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1812.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1812
MB1812; North East Scale Converg.
MB1812;SPC OH N - 187,448.755 681,441.488 0.99995130 +0 38 21.7 MT
MB1812;UTM 17 - 4,577,810.825 455,933.010 0.99962390 -0 20 52.9 MT
MB1812
MB1812
MB1812
MB1812_STATION MARK IS A SURVEY DISK
MB1812_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1812_THE MARK IS STAMPED: 1523
MB1812
MB1812 HISTORY - Year Condition Recov. By
MB1812 HISTORY - 1957 STATION MONUMENTED CLEVE REG GEOD SURV
MB1812 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1812 HISTORY - 1990 GOOD RINKER DETWILER AND ASSOCIATES
MB1812 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1812
MB1812 STATION DESCRIPTION
MB1812
MB1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1812'IN WALTON HILLS, AT THE NORTHWEST CORNER OF THE INTERSECTION OF STATE
MB1812'HIGHWAY 8 AND SAGAMORE ROAD AND ACROSS THE HIGHWAY FROM THE NORTHFIELD
MB1812'PARK RACE TRACK, IN TOP OF A CONCRETE POST AND PROTECTED BY A 9-INCH
MB1812'CAST IRON BOX WITH A COVER, 10.79 METERS (35.4 FT) WEST OF THE
MB1812'CENTERLINE OF THE HIGHWAY, 10.45 METERS (34.3 FT) NORTH OF THE
MB1812'CENTERLINE OF SAGAMORE ROAD, 9.36 METERS (30.7 FT) NORTHEAST OF
MB1812'UTILITY POLE 629756 WITH A STREET LAMP, 0.91 METER (3.0 FT) NORTH OF A
MB1812'STREET SIGN POLE.
MB1812
MB1812 STATION RECOVERY (1990)
MB1812
MB1812'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
MB1812'RECOVERED AS DESCRIBED.
MB1812'THE PIPE IS BELOW GROUND LEVEL
|
|
|
|
|
|
|
|
|
|
|
|
2235696.5
|
614988.3125
|
0101000020960E000041CF4DF9970E4141CE98B43E98C42241
|
true
|
2012-09-13 03:05:00 -0400
|
false
|
41.35058930555555555556
|
-81.52677388888888888889
|
-81.5267738888889
|
41.3505893055554
|
2235695.94768706
|
614988.122471595
|
681441.487737991
|
187448.754626834
|
10
|
10
|
3 RHP USGS
|
MB1234
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
Disk in Bridge
|
3 RHP 1017 1956
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recv. ByHISTORY - 1956 STATION MONUMENTED US GEOLOGICAL SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1984 GOODHISTORY - 2012 GOOD SCE - 2019 NOT FOUND COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
41.0
|
N
|
81
|
27
|
32.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
309.886
|
1016.69
|
ADJUST
|
|
|
|
|
|
|
|
980171.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.1 MILE WEST ALONG EAST MARKET STREET FROM THE
EXPRESSWAY OVERPASS OVER EAST MARKET STREET, SET ON THE TOP OF
THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE AKRON,
CANTON AND YOUNGSTOWN RAILROAD BRIDGE OVER THE CUYAHOGA RIVER,
38 FEET NORTH OF THE CENTER LINE OF EAST MARKET STREET, 75 FEET
NORTHEAST OF THE APPROXIMATE CENTER OF THE CROSSING OF EAST
MARKET STREET AND THE TRACK, 5.4 FEET SOUTHEAST OF THE SOUTHEAST
RAIL, 2.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT
AND ABOUT LEVEL WITH EAST MARKET STREET.
RECOVERED 1984
RECOVERED AS DESCRIBED.
2019 HAS BEEN PAVED OVER.
|
2019-01-08 00:00:00 -0500
|
SCE
|
NOT RECOVERED
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1234 ***********************************************************************
MB1234 DESIGNATION - 3 RHP USGS
MB1234 PID - MB1234
MB1234 STATE/COUNTY- OH/SUMMIT
MB1234
MB1234 HORZ DATUM - NAD 83(1986)
MB1234 VERT DATUM - NAVD 88
MB1234
MB1234 POSITION - 41 03 41. (N) 081 27 32. (W) SCALED
MB1234 83 minus 27 - +00. -01. SCALED
MB1234
MB1234 HEIGHT - 309.886 (meters) 1016.69 (feet) ADJUST
MB1234 88 minus 29 -0.19 ADJ UNCHK
MB1234 ***********************************************************************
MB1234
MB1234 GEOID HEIGHT- -33.60 GEOID90
MB1234 MODELED GRAV- 980,171.9 NAVD88
MB1234
MB1234
MB1234 VERT ORDER - FIRST CLASS 2
MB1234
MB1234
MB1234.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1234.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1234.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1234
MB1234
MB1234
MB1234
MB1234_STATION MARK IS A SURVEY DISK
MB1234_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1234_THE MARK IS STAMPED: 3 RHP 1017 1956
MB1234
MB1234 HISTORY - Year Condition Recov. By
MB1234 HISTORY - 1956 STATION MONUMENTED US GEOLOGICAL SURVEY
MB1234 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1234 HISTORY - 1984 GOOD
MB1234
MB1234 STATION DESCRIPTION
MB1234
MB1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1234'AT AKRON, ABOUT 0.1 MILE WEST ALONG EAST MARKET STREET FROM THE
MB1234'EXPRESSWAY OVERPASS OVER EAST MARKET STREET, SET ON THE TOP OF
MB1234'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE AKRON,
MB1234'CANTON AND YOUNGSTOWN RAILROAD BRIDGE OVER THE CUYAHOGA RIVER,
MB1234'38 FEET NORTH OF THE CENTER LINE OF EAST MARKET STREET, 75 FEET
MB1234'NORTHEAST OF THE APPROXIMATE CENTER OF THE CROSSING OF EAST
MB1234'MARKET STREET AND THE TRACK, 5.4 FEET SOUTHEAST OF THE SOUTHEAST
MB1234'RAIL, 2.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT
MB1234'AND ABOUT LEVEL WITH EAST MARKET STREET.
MB1234
MB1234 STATION RECOVERY (1984)
MB1234
MB1234'RECOVERED 1984
MB1234'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2255591.5
|
509843.46875
|
0101000020960E00004A2EF73B73354141B5DFDF584C1E1F41
|
true
|
2012-07-23 07:23:00 -0400
|
false
|
41.06138888888888888889
|
-81.45888888888888888889
|
-81.4588888888889
|
41.0613888888887
|
2255590.46848086
|
509843.086791511
|
687505.349803666
|
155400.483655003
|
11
|
11
|
39 RHP USGS
|
KY2909
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
Disk in Concrete
|
39 RHP 1188 1956
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By HISTORY - 1956 STATION MONUMENTED US GEOLOGICAL SURVEY HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY HISTORY - 2002 GOOD NATIONAL GEODETIC SURVEY HISTORY - 2004 GOOD SCE HISTORY - 2012 UNABLE TO LOCATE SCE HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
54.05138
|
N
|
81
|
27
|
53.69486
|
W
|
ADJUSTED
|
-33.44
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987 THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
140991.766
|
687169.802
|
0.99994195
|
+
|
0
|
40
|
48.0
|
|
MT
|
|
|
|
|
361.948
|
1187.49
|
ADJUST
|
|
-1.11
|
DEFLEC90
|
|
|
|
|
980159.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
IN GREENSBURG, AT THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
HIGHWAY 241 AND GREENSBURG ROAD, IN THE FRONT LAWN OF THE OLD GREEN
LIBRARY,#4759, 14.63 METERS (48.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
9.14 METERS (30.0 FT) NORTH OF THE CENTERLINE OF GREENSBURG ROAD, 10.7
FEET EAST OF A SUPPORT POLE, 27.5 FEET SW. OF A FLAG POLE. 46 FEET SOUTH OF THE SOUTHWEST CORNER OF THE BUILDING. THE DISK IS FLUSH WITH GROUND LEVEL.
THE STATION IS 0.18 METERS ABOVE THE HEIGHT OF GREENSBURG ROAD .
INTERSECTION IMPROVEMENT AT LOCATION, UNABLE TO LOCATE.
|
2013-09-16 00:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2909 ***********************************************************************
KY2909 DESIGNATION - 39 RHP USGS
KY2909 PID - KY2909
KY2909 STATE/COUNTY- OH/SUMMIT
KY2909
KY2909 HORZ DATUM - NAD 83(1986)
KY2909 VERT DATUM - NAVD 88
KY2909
KY2909 POSITION - 40 55 54.05138(N) 081 27 53.69486(W) ADJUSTED
KY2909 83 minus 27 - +00.20441 -00.58510 NADCON
KY2909
KY2909 HEIGHT - 361.948 (meters) 1187.49 (feet) ADJUST
KY2909 88 minus 29 -0.192 ADJUSTED
KY2909 ***********************************************************************
KY2909
KY2909 LAPLACE CORR- -1.11 DEFLEC90
KY2909 GEOID HEIGHT- -33.44 GEOID90
KY2909 MODELED GRAV- 980,159.6 NAVD88
KY2909
KY2909
KY2909 HORZ ORDER - FIRST
KY2909 VERT ORDER - FIRST CLASS 2
KY2909
KY2909
KY2909.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY2909.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY2909.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY2909.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY2909
KY2909; North East Scale Converg.
KY2909;SPC OH N - 140,991.766 687,169.802 0.99994195 +0 40 48.0 MT
KY2909;UTM 17 - 4,531,277.083 460,859.509 0.99961886 -0 18 16.5 MT
KY2909
KY2909
KY2909
KY2909_STATION MARK IS A SURVEY DISK
KY2909_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY2909_THE MONUMENT IS 0.18 METERS ABOVE THE HEIGHT OF GREENSBURG ROAD
KY2909_THE MARK IS STAMPED: 39 RHP 1188 1956
KY2909
KY2909 HISTORY - Year Condition Recov. By
KY2909 HISTORY - 1956 STATION MONUMENTED US GEOLOGICAL SURVEY
KY2909 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
KY2909
KY2909 STATION DESCRIPTION
KY2909
KY2909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
KY2909'IN GREENSBURG, AT THE NORTHEAST ANGLE OF THE INTERSECTION OF STATE
KY2909'HIGHWAY 241 AND GREENSBURG ROAD, IN THE FRONT LAWN OF THE GREEN
KY2909'LIBRARY, 14.63 METERS (48.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
KY2909'9.14 METERS (30.0 FT) NORTH OF THE CENTERLINE OF GREENSBURG ROAD,
KY2909'7.43 METERS (24.4 FT) SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A GRANITE
KY2909'STONE BASE OF A WORLD WAR MONUMENT.
KY2909'THE PIPE IS FLUSH WITH GROUND LEVEL
KY2909'THE STATION IS 0.18 METERS ABOVE THE HEIGHT OF GREENSBURG ROAD .
|
|
|
|
|
|
|
|
|
|
|
|
2254490.25
|
462571.09375
|
0101000020960E0000143199CB4C334141D793F6EFA93B1C41
|
true
|
2013-09-17 10:17:00 -0400
|
false
|
40.93168093888888888889
|
-81.46491523888888888889
|
-81.4649152388889
|
40.9316809388887
|
2254489.59061254
|
462570.484339056
|
687169.801558305
|
140991.765610055
|
12
|
12
|
4 RHP USGS
|
MB1241
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
Disk in Concrete
|
1092 4 RHP 1956
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1956 STATION MONUMENTED US GEOLOGICAL SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
13.0
|
N
|
81
|
25
|
16.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
332.797
|
1091.85
|
ADJUST
|
|
|
|
|
|
|
|
980168.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, AT THE INTERSECTION OF MOGADORE ROAD AND MORRISON
STREET, NEAR THE MOGADORE BOOSTER STATION BUILDING NO. 3103,
115 FEET NORTH OF THE APPROXIMATE CENTER OF THE INTERSECTION,
33.5 FEET NORTHEAST OF THE CENTER LINE OF MOGADORE ROAD, 1.2
FEET SOUTHWEST OF THE WEST CORNER OF THE STEEL FENCE AROUND THE
BOOSTER STATION, ABOUT LEVEL WITH MOGADORE ROAD AND SET IN THE
TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
GROUND.
GOOD FOR GPS.
|
2018-12-04 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1241 ***********************************************************************
MB1241 DESIGNATION - 4 RHP USGS
MB1241 PID - MB1241
MB1241 STATE/COUNTY- OH/SUMMIT
MB1241
MB1241 HORZ DATUM - NAD 83(1986)
MB1241 VERT DATUM - NAVD 88
MB1241
MB1241 POSITION - 41 03 13. (N) 081 25 16. (W) SCALED
MB1241 83 minus 27 - +00. -01. SCALED
MB1241
MB1241 HEIGHT - 332.797 (meters) 1091.85 (feet) ADJUST
MB1241 88 minus 29 -0.19 ADJ UNCHK
MB1241 ***********************************************************************
MB1241
MB1241 GEOID HEIGHT- -33.60 GEOID90
MB1241 MODELED GRAV- 980,168.4 NAVD88
MB1241
MB1241
MB1241 VERT ORDER - FIRST CLASS 2
MB1241
MB1241
MB1241.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1241.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1241.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1241
MB1241
MB1241
MB1241
MB1241_STATION MARK IS A SURVEY DISK
MB1241_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1241_THE MARK IS STAMPED: 1092 4 RHP 1956
MB1241
MB1241 HISTORY - Year Condition Recov. By
MB1241 HISTORY - 1956 STATION MONUMENTED US GEOLOGICAL SURVEY
MB1241 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1241 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1241
MB1241 STATION DESCRIPTION
MB1241
MB1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1241'AT AKRON, AT THE INTERSECTION OF MOGADORE ROAD AND MORRISON
MB1241'STREET, NEAR THE MOGADORE BOOSTER STATION BUILDING NO. 3103,
MB1241'115 FEET NORTH OF THE APPROXIMATE CENTER OF THE INTERSECTION,
MB1241'33.5 FEET NORTHEAST OF THE CENTER LINE OF MOGADORE ROAD, 1.2
MB1241'FEET SOUTHWEST OF THE WEST CORNER OF THE STEEL FENCE AROUND THE
MB1241'BOOSTER STATION, ABOUT LEVEL WITH MOGADORE ROAD AND SET IN THE
MB1241'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
MB1241'GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2266042.0
|
507136.46875
|
0101000020960E0000D368552FDD49414190516BEC00F41E41
|
true
|
2011-04-20 10:45:00 -0400
|
false
|
41.05361111111111111111
|
-81.42111111111111111111
|
-81.4211111111111
|
41.053611111111
|
2266042.36979399
|
507136.230878138
|
690691.0956954
|
154575.432322504
|
22
|
22
|
E 302
|
MB1327
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONC
|
E 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2004 GOOD COSE CREWHISTORY -2012 GOOD COSE CREW HISTORY 2017 GOOD SCE 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
7
|
53.0
|
N
|
81
|
30
|
29.0
|
W
|
SCALED
|
-33.71
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
310.707
|
1019.38
|
ADJUST
|
|
|
|
|
|
|
|
980180.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT CUYAHOGA FALLS, NEAR THE INTERSECTION OF NORTH MAIN STREET
AND SACKETT AVENUE, AT THE SOUTHWEST CORNER OF A POWER
SUB-STATION, 106 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
76 FEET EAST OF THE EAST CURB OF NORTH MAIN STREET, 30.5 FEET
NORTH OF THE NORTH CURB OF SACKETT AVENUE, 3.5 FEET NORTHWEST OF
THE SOUTHWEST CORNER OF STEEL FENCE AROUND SUB-STATION,
ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.2 FOOT.
|
2022-01-21 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1327 ***********************************************************************
MB1327 DESIGNATION - E 302
MB1327 PID - MB1327
MB1327 STATE/COUNTY- OH/SUMMIT
MB1327
MB1327 HORZ DATUM - NAD 83(1986)
MB1327 VERT DATUM - NAVD 88
MB1327
MB1327 POSITION - 41 07 53. (N) 081 30 29. (W) SCALED
MB1327 83 minus 27 - +00. -01. SCALED
MB1327
MB1327 HEIGHT - 310.707 (meters) 1019.38 (feet) ADJUST
MB1327 88 minus 29 -0.20 ADJ UNCHK
MB1327 ***********************************************************************
MB1327
MB1327 GEOID HEIGHT- -33.71 GEOID90
MB1327 MODELED GRAV- 980,180.9 NAVD88
MB1327
MB1327
MB1327 VERT ORDER - FIRST CLASS 2
MB1327
MB1327
MB1327.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1327.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1327.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1327
MB1327
MB1327
MB1327
MB1327_STATION MARK IS A BENCH MARK DISK
MB1327_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1327_THE MARK IS STAMPED: E 302 1964
MB1327
MB1327 HISTORY - Year Condition Recov. By
MB1327 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1327
MB1327 STATION DESCRIPTION
MB1327
MB1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1327'AT CUYAHOGA FALLS, NEAR THE INTERSECTION OF NORTH MAIN STREET
MB1327'AND SACKETT AVENUE, AT THE SOUTHWEST CORNER OF A POWER
MB1327'SUB-STATION, 106 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION,
MB1327'76 FEET EAST OF THE EAST CURB OF NORTH MAIN STREET, 30.5 FEET
MB1327'NORTH OF THE NORTH CURB OF SACKETT AVENUE, 3.5 FEET NORTHWEST OF
MB1327'THE SOUTHWEST CORNER OF STEEL FENCE AROUND SUB-STATION,
MB1327'ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE AND SET IN THE TOP
MB1327'OF A CONCRETE POST PROJECTING 0.2 FOOT.
|
|
|
|
|
|
|
|
|
|
|
|
2241742.75
|
535205.0
|
0101000020960E0000B1E1E58D671A4141BE5EC77F25552041
|
true
|
2012-08-28 10:32:00 -0400
|
false
|
41.13138888888888888889
|
-81.50805555555555555556
|
-81.5080555555556
|
41.1313888888887
|
2241743.10857793
|
535186.749567948
|
683284.666063885
|
163125.247518788
|
26
|
26
|
A 179
|
MB1296
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2011 GOOD COSE SURVEY CREW HISTORY 2015 GOOD SCE HISTORY 2018 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
2
|
19.0
|
N
|
81
|
33
|
41.0
|
W
|
SCALED
|
-33.55
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
305.499
|
1002.29
|
ADJUST
|
|
|
|
|
|
|
|
980172.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ABOUT 3.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE UNION STATION, ABOUT 0.55 MILE NORTHEAST OF
TWENTY-SEVENTH STREET OVERPASS, ABOUT 0.35 MILE SOUTHWEST OF
CROSSING OF WILBETH ROAD, ABOUT 0.1 MILE NORTH OF THE TRACKS,
SET VERTICALLY IN THE EAST BRICK FACE OF MONARCH FINER FOODS
WAREHOUSE, 1 FOOT NORTH OF SOUTHEAST CORNER OF BUILDING, ABOUT 2
FEET ABOVE LEVEL OF TRACKS AND ABOUT 3 1/2 FEET ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
DESCRIBED BY SUMMIT COUNTY ENGINEER 2011
AT AKRON, ABOUT 0.55 MILE NORTHEAST OF THE
TWENTY-SEVENTH STREET OVERPASS, ABOUT 0.35 MILE SOUTHWEST OF
CROSSING OF WILBETH ROAD, ABOUT 0.1 MILE NORTH OF THE TRACKS,
SET VERTICALLY IN THE EAST BRICK FACE OF 940 W. WILBETH RD (FASTENAL
CO) 82 FEET NORTH OF SOUTHEAST CORNER OF BUILDING,
ABOUT 3 1/2 FEET ABOVE GROUND.
|
2018-05-02 00:00:00 -0400
|
COSE
|
UNABLE TO LOCATE
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1296 ***********************************************************************
MB1296 DESIGNATION - A 179
MB1296 PID - MB1296
MB1296 STATE/COUNTY- OH/SUMMIT
MB1296
MB1296 HORZ DATUM - NAD 83(1986)
MB1296 VERT DATUM - NAVD 88
MB1296
MB1296 POSITION - 41 02 19. (N) 081 33 41. (W) SCALED
MB1296 83 minus 27 - +00. -01. SCALED
MB1296
MB1296 HEIGHT - 305.499 (meters) 1002.29 (feet) ADJUST
MB1296 88 minus 29 -0.20 ADJ UNCHK
MB1296 ***********************************************************************
MB1296
MB1296 GEOID HEIGHT- -33.55 GEOID90
MB1296 MODELED GRAV- 980,172.8 NAVD88
MB1296
MB1296
MB1296 VERT ORDER - FIRST CLASS 2
MB1296
MB1296
MB1296.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1296.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1296.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1296
MB1296
MB1296
MB1296
MB1296_STATION MARK IS A BENCH MARK DISK
MB1296_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1296_THE MARK IS STAMPED: A 179 1954
MB1296
MB1296 HISTORY - Year Condition Recov. By
MB1296 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1296 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1296
MB1296 STATION DESCRIPTION
MB1296
MB1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1296'AT AKRON, ABOUT 3.9 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
MB1296'RAILROAD FROM THE UNION STATION, ABOUT 0.55 MILE NORTHEAST OF
MB1296'TWENTY-SEVENTH STREET OVERPASS, ABOUT 0.35 MILE SOUTHWEST OF
MB1296'CROSSING OF WILBETH ROAD, ABOUT 0.1 MILE NORTH OF THE TRACKS,
MB1296'SET VERTICALLY IN THE EAST BRICK FACE OF MONARCH FINER FOODS
MB1296'WAREHOUSE, 1 FOOT NORTH OF SOUTHEAST CORNER OF BUILDING, ABOUT 2
MB1296'FEET ABOVE LEVEL OF TRACKS AND ABOUT 3 1/2 FEET ABOVE GROUND.
MB1296
MB1296 STATION RECOVERY (1963)
MB1296
MB1296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1296'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2227417.0
|
501224.59375
|
0101000020960E000072D860136CFE40410214E188A0971E41
|
true
|
2011-11-28 05:55:00 -0500
|
false
|
41.03861111111111111111
|
-81.56138888888888888889
|
-81.5613888888889
|
41.0386111111109
|
2227416.15139299
|
501224.133671105
|
678917.800780185
|
152773.421489777
|
27
|
27
|
A 301
|
MB1405
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 00:00:00 -0500
|
Disk in Light Structure
|
A 301 1963
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
2
|
8.0
|
N
|
81
|
34
|
39.0
|
W
|
SCALED
|
-33.54
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
296.051
|
971.29
|
ADJUST
|
|
|
|
|
|
|
|
980172.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, IN THE SOUTHWEST PART OF CITY, ALONG EAST AVENUE, AT
THE OVERPASS OF U.S. HIGHWAY 224, NEAR THE JUNCTION OF KENMORE
BLVD, SET VERTICALLY IN THE NORTH FACE OF A ROUND CONCRETE PILLAR
SUPPORTING U.S. HIGHWAY 224 OVER EAST AVENUE, 19 1/2 FEET SOUTHWEST
OF A POWER LINE POLE, 131.0 FEET SOUTHWEST OF THE CENTER LINE OF
KENMORE BLVD, 8 FEET EAST OF THE EAST CURB OF EAST AVENUE AND 2 1/2
FEET ABOVE SIDEWALK.
|
2018-05-01 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1405 ***********************************************************************
MB1405 DESIGNATION - A 301
MB1405 PID - MB1405
MB1405 STATE/COUNTY- OH/SUMMIT
MB1405
MB1405 HORZ DATUM - NAD 83(1986)
MB1405 VERT DATUM - NAVD 88
MB1405
MB1405 POSITION - 41 02 08. (N) 081 34 39. (W) SCALED
MB1405 83 minus 27 - +00. -01. SCALED
MB1405
MB1405 HEIGHT - 296.051 (meters) 971.29 (feet) ADJUST
MB1405 88 minus 29 -0.20 ADJ UNCHK
MB1405 ***********************************************************************
MB1405
MB1405 GEOID HEIGHT- -33.54 GEOID90
MB1405 MODELED GRAV- 980,172.7 NAVD88
MB1405
MB1405
MB1405 VERT ORDER - FIRST CLASS 2
MB1405
MB1405
MB1405.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1405.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1405.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1405
MB1405
MB1405
MB1405
MB1405_STATION MARK IS A BENCH MARK DISK
MB1405_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1405_THE MARK IS STAMPED: A 301 1963
MB1405
MB1405 HISTORY - Year Condition Recov. By
MB1405 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1405 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1405
MB1405 STATION DESCRIPTION
MB1405
MB1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1405'AT AKRON, IN THE SOUTHWEST PART OF CITY, ALONG EAST AVENUE, AT
MB1405'THE OVERPASS OF U.S. HIGHWAY 224, NEAR THE JUNCTION OF KENMORE
MB1405'BLVD, SET VERTICALLY IN THE NORTH FACE OF A ROUND CONCRETE PILLAR
MB1405'SUPPORTING U.S. HIGHWAY 224 OVER EAST AVENUE, 19 1/2 FEET SOUTHWEST
MB1405'OF A POWER LINE POLE, 131.0 FEET SOUTHWEST OF THE CENTER LINE OF
MB1405'KENMORE BLVD, 8 FEET EAST OF THE EAST CURB OF EAST AVENUE AND 2 1/2
MB1405'FEET ABOVE SIDEWALK.
|
|
|
|
|
|
|
|
|
|
|
|
2222894.0
|
500142.0
|
0101000020960E000045D957EBC3F5404108E7E6307E851E41
|
true
|
2011-10-04 07:14:00 -0400
|
false
|
41.03555555555555555555
|
-81.5775
|
-81.5775
|
41.0355555555554
|
2222983.83861843
|
500063.547755823
|
677566.829144555
|
152419.674195307
|
28
|
28
|
A 302
|
MB1085
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
Disk in Concrete
|
A 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
11
|
52.0
|
N
|
81
|
27
|
51.0
|
W
|
SCALED
|
-33.82
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
315.113
|
1033.83
|
ADJUST
|
|
|
|
|
|
|
|
980182.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 3.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
STATION AT HUDSON, NEAR THE CROSSING OF MC CAULEY ROAD, 78 FEET
EAST OF THE APPROXIMATE CENTER OF THE CROSSING OF THE ROAD AND
MAIN TRACK, 77 FEET NORTHEAST OF THE CENTER LINE OF MC CAULEY
ROAD, 21 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 69 FEET NORTH
OF THE FIRST CABLE POLE SOUTHEAST OF THE CROSSING, 2 FEET
SOUTHWEST OF A TELEPHONE POLE, 1 FOOT ABOVE THE TOP OF RAIL AND
SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
THE LEVEL OF THE GROUND AND 0.30 METER (1.0 FT) NORTHEAST OF A
WITNESS POST.
|
2017-11-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1085 ***********************************************************************
MB1085 DESIGNATION - A 302
MB1085 PID - MB1085
MB1085 STATE/COUNTY- OH/SUMMIT
MB1085
MB1085 HORZ DATUM - NAD 83(1986)
MB1085 VERT DATUM - NAVD 88
MB1085
MB1085 POSITION - 41 11 52. (N) 081 27 51. (W) SCALED
MB1085 83 minus 27 - +00. -01. SCALED
MB1085
MB1085 HEIGHT - 315.113 (meters) 1033.83 (feet) ADJUST
MB1085 88 minus 29 -0.207 ADJUSTED
MB1085 ***********************************************************************
MB1085
MB1085 GEOID HEIGHT- -33.82 GEOID90
MB1085 MODELED GRAV- 980,182.7 NAVD88
MB1085
MB1085
MB1085 VERT ORDER - FIRST CLASS 2
MB1085
MB1085
MB1085.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1085.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1085.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1085
MB1085
MB1085
MB1085
MB1085_STATION MARK IS A BENCH MARK DISK
MB1085_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1085_THE MARK IS STAMPED: A 302 1964
MB1085
MB1085 HISTORY - Year Condition Recov. By
MB1085 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1085 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1085
MB1085 STATION DESCRIPTION
MB1085
MB1085'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1085'ABOUT 3.3 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
MB1085'STATION AT HUDSON, NEAR THE CROSSING OF MC CAULEY ROAD, 78 FEET
MB1085'EAST OF THE APPROXIMATE CENTER OF THE CROSSING OF THE ROAD AND
MB1085'MAIN TRACK, 77 FEET NORTHEAST OF THE CENTER LINE OF MC CAULEY
MB1085'ROAD, 21 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 69 FEET NORTH
MB1085'OF THE FIRST CABLE POLE SOUTHEAST OF THE CROSSING, 2 FEET
MB1085'SOUTHWEST OF A TELEPHONE POLE, 1 FOOT ABOVE THE TOP OF RAIL AND
MB1085'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
MB1085'THE LEVEL OF THE GROUND.
MB1085
MB1085 STATION RECOVERY (1983)
MB1085
MB1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1085'RECOVERED IN GOOD CONDITION. ADD--0.30 METER (1.0 FT) NORTHEAST OF A
MB1085'WITNESS POST.
|
|
|
|
|
|
|
|
|
|
|
|
2253550.0
|
559580.0
|
0101000020960E000032C115817431414151F9B63033132141
|
true
|
2013-07-29 07:02:00 -0400
|
false
|
41.19777777777777777777
|
-81.46416666666666666667
|
-81.4641666666667
|
41.1977777777776
|
2253545.0084764
|
559513.59514598
|
686881.892347391
|
170540.084880647
|
29
|
29
|
A 303
|
MB1168
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
HISTORY - 2005 NOT FOUND
HISTORY - 2005 NOT FOUND
|
NAD 83(1986)
|
|
false
|
41
|
5
|
8.0
|
N
|
81
|
29
|
22.0
|
W
|
SCALED
|
-33.64
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
293.253
|
962.11
|
ADJUST
|
|
|
|
|
|
|
|
980176.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, NEAR THE ARLINGTON TOWER, NEAR THE JUNCTION OF FORGE
STREET AND NORTH ARLINGTON STREET, 87 FEET NORTHWEST OF AND
ACROSS THE PENNSYLVANIA RAILROAD AND THE BALTIMORE AND OHIO
RAILROAD FROM THE WEST CORNER OF THE CONTROL TOWER, 62.5 FEET
NORTHWEST OF THE NORTHWEST RAIL OF THE PENNSYLVANIA RAILROAD, 45
FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF
FORGE STREET, 18 FEET SOUTH OF THE SOUTH CURB OF FORGE STREET,
7.5 FEET WEST OF THE WEST CURB OF NORTH ARLINGTON STREET, 2 FEET
SOUTH OF A POWER LINE POLE, 1 FOOT ABOVE THE LEVEL OF THE
STREETS, AND IS A DISK SET ON THE TOP OF A COPPER COATED STEEL
ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
BY A 6 INCH TILE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE
GROUND. THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MARK NOT FOUND.
INTERSECTION HAS BEEN RECONFIGURED.
|
2013-09-03 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1168 ***********************************************************************
MB1168 DESIGNATION - A 303
MB1168 PID - MB1168
MB1168 STATE/COUNTY- OH/SUMMIT
MB1168
MB1168 HORZ DATUM - NAD 83(1986)
MB1168 VERT DATUM - NAVD 88
MB1168
MB1168 POSITION - 41 05 08. (N) 081 29 22. (W) SCALED
MB1168 83 minus 27 - +00. -01. SCALED
MB1168
MB1168 HEIGHT - 293.253 (meters) 962.11 (feet) ADJUST
MB1168 88 minus 29 -0.20 ADJ UNCHK
MB1168 ***********************************************************************
MB1168
MB1168 GEOID HEIGHT- -33.64 GEOID90
MB1168 MODELED GRAV- 980,176.6 NAVD88
MB1168
MB1168
MB1168 VERT ORDER - FIRST CLASS 2
MB1168
MB1168
MB1168.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1168.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1168.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1168
MB1168
MB1168
MB1168
MB1168_STATION MARK IS A BENCH MARK DISK
MB1168_WITH SETTING: COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
MB1168_THE MARK IS STAMPED: A 303 1964
MB1168
MB1168 HISTORY - Year Condition Recov. By
MB1168 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1168 HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1168
MB1168 STATION DESCRIPTION
MB1168
MB1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1168'AT AKRON, NEAR THE ARLINGTON TOWER, NEAR THE JUNCTION OF FORGE
MB1168'STREET AND NORTH ARLINGTON STREET, 87 FEET NORTHWEST OF AND
MB1168'ACROSS THE PENNSYLVANIA RAILROAD AND THE BALTIMORE AND OHIO
MB1168'RAILROAD FROM THE WEST CORNER OF THE CONTROL TOWER, 62.5 FEET
MB1168'NORTHWEST OF THE NORTHWEST RAIL OF THE PENNSYLVANIA RAILROAD, 45
MB1168'FEET SOUTHWEST OF THE APPROXIMATE CENTER OF THE INTERSECTION OF
MB1168'FORGE STREET, 18 FEET SOUTH OF THE SOUTH CURB OF FORGE STREET,
MB1168'7.5 FEET WEST OF THE WEST CURB OF NORTH ARLINGTON STREET, 2 FEET
MB1168'SOUTH OF A POWER LINE POLE, 1 FOOT ABOVE THE LEVEL OF THE
MB1168'STREETS, AND IS A DISK SET ON THE TOP OF A COPPER COATED STEEL
MB1168'ROD PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND AND PROTECTED
MB1168'BY A 6 INCH TILE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE
MB1168'GROUND. THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
MB1168
MB1168 STATION RECOVERY (1983)
MB1168
MB1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1168'MARK NOT FOUND.
|
|
|
|
|
|
|
|
|
|
|
|
2247064.0
|
518548.25
|
0101000020960E000006038582CB244141912A474E50A61F41
|
true
|
2013-09-04 10:45:00 -0400
|
false
|
41.08555555555555555555
|
-81.48944444444444444444
|
-81.4894444444444
|
41.0855555555554
|
2247063.0196842
|
518548.076443353
|
684906.1782121
|
158053.769807456
|
30
|
30
|
A S CO
|
MB1344
|
OH
|
Summit
|
|
|
|
Disk
|
A
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2000 NEW BRIDGE COSE SURVEY FIELD CREWHISTORY - 2013 NEW BRIDGE SCE 2015 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
45.0
|
N
|
81
|
35
|
18.0
|
W
|
SCALED
|
-33.61
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
297.921
|
977.43
|
ADJUST
|
|
|
|
|
|
|
|
980176.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, IN THE WEST PART OF THE CITY, ALONG COLLIER ROAD, 0.3
MILE SOUTH OF THE JUNCTION OF COPLEY AND COLLIER ROAD, SET ON THE
TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE COLLIER
ROAD BRIDGE OVER PIGEON CREEK, NEAR THE CROSSING OF THE AKRON AND
BARBERTON BELTWAY, 22.2 FEET NORTH OF THE NORTH RAIL, 19 FEET
EAST OF THE CENTER LINE OF COLLIER ROAD AND 1/2 FOOT ABOVE THE
LEVEL OF COLLIER ROAD.
THERE IS A NEW BRIDGE WITH NEW ABUTMENTS AT THIS LOCATION.
THE DISTANCE OF 19 FEET EAST OF THE CENTERLINE OF COLLIER ROAD NOW FALLS IN THE ROADWAY.
|
2013-09-04 00:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1344 ***********************************************************************
MB1344 DESIGNATION - A S CO
MB1344 PID - MB1344
MB1344 STATE/COUNTY- OH/SUMMIT
MB1344
MB1344 HORZ DATUM - NAD 83(1986)
MB1344 VERT DATUM - NAVD 88
MB1344
MB1344 POSITION - 41 04 45. (N) 081 35 18. (W) SCALED
MB1344 83 minus 27 - +00. -01. SCALED
MB1344
MB1344 HEIGHT - 297.921 (meters) 977.43 (feet) ADJUST
MB1344 88 minus 29 -0.20 ADJ UNCHK
MB1344 ***********************************************************************
MB1344
MB1344 GEOID HEIGHT- -33.61 GEOID90
MB1344 MODELED GRAV- 980,176.2 NAVD88
MB1344
MB1344
MB1344 VERT ORDER - FIRST CLASS 2
MB1344
MB1344
MB1344.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1344.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1344.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1344
MB1344
MB1344
MB1344
MB1344_STATION MARK IS A SURVEY DISK
MB1344_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1344_THE MARK IS STAMPED: A
MB1344
MB1344 HISTORY - Year Condition Recov. By
MB1344 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1344 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1344 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1344 HISTORY - 2000 NEW BRIDGE IN AREA COSE SURVEY FIELD CREW
MB1344
MB1344 STATION DESCRIPTION
MB1344
MB1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1344'AT AKRON, IN THE WEST PART OF THE CITY, ALONG COLLIER ROAD, 0.3
MB1344'MILE SOUTH OF THE JUNCTION OF COPLEY AND COLLIER ROAD, SET ON THE
MB1344'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE COLLIER
MB1344'ROAD BRIDGE OVER PIGEON CREEK, NEAR THE CROSSING OF THE AKRON AND
MB1344'BARBERTON BELTWAY, 22.2 FEET NORTH OF THE NORTH RAIL, 19 FEET
MB1344'EAST OF THE CENTER LINE OF COLLIER ROAD AND 1/2 FOOT ABOVE THE
MB1344'LEVEL OF COLLIER ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2219829.5
|
515920.03125
|
0101000020960E0000C07015AC9AEF4041EAF29782407D1F41
|
true
|
2013-10-16 07:10:00 -0400
|
false
|
41.07916666666666666667
|
-81.58833333333333333333
|
-81.5883333333333
|
41.0791666666665
|
2219829.34440431
|
515920.127532764
|
676605.337385108
|
157252.769377507
|
35
|
35
|
AIRPORT C OF A
|
MB1222
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1967 GOOD COAST AND GEODETIC SURVEYHISTORY - 1976 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1980 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY2021 GOOD COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
0.50224
|
N
|
81
|
28
|
21.11578
|
W
|
ADJUSTED
|
-33.56
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
152287.077
|
686395.207
|
0.99993932
|
+
|
0
|
40
|
30.0
|
|
MT
|
|
|
|
|
318.297
|
1044.28
|
ADJUST
|
|
-0.55
|
DEFLEC90
|
|
|
|
|
980170.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 4 MILES SOUTHEAST OF DOWNTOWN AKRON, NEAR THE
NORTHWEST CORNER OF A CONCRETE
PARKING AREA AT THE AKRON MUNICIPAL AIRPORT AND AT THE NORTHWEST SIDE
OF THE GOODYEAR AIRCRAFT HANGAR.
IT IS 175 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
GENERAL TIRE CO. HANGAR, 5 FEET SOUTH-SOUTHEAST
OF THE NORTH EDGE OF THE CONCRETE
PARKING AREA AND 54 FEET SOUTHWEST OF THE MOST NORTHERLY CORNER OF
THE PARKING AREA. THE MARK IS A CITY
OF AKRON DISK STAMPED AIRPORT SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, IN THE SOUTHEAST PART OF THE CITY, AT THE AKRON AIRPORT,
0.45 MILE NORTHEAST ALONG ROAD AND AIRPORT RAMP FROM THE
CROSSING OF THE BALTIMORE AND OHIO RAILROAD AND EXETER ROAD,
ABOUT 210 YARDS NORTHWEST OF THE NORTHWEST SIDE OF THE LARGE
GOODYEAR DIRIGIBLE HANGAR, 156 FEET NORTHWEST OF THE NORTH
CORNER OF A HANGAR (MOST WESTERLY BUILDING OF A GROUP AT THE SOUTH
EDGE OF THE AIRPORT), 52 FEET WEST-SOUTHWEST OF THE NORTHWEST
CORNER OF CONCRETE RAMP, 4 FEET SOUTHEAST OF THE NORTH EDGE OF
A RAMP, IN A PARKING RAMP, 4 INCHES BELOW THE SURFACE OF RAMP,
SET IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD THROUGH A
9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE 1963 DESCRIPTION IS GOOD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
RECOVERED AS DESCRIBED.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON MUNICIPAL
AIRPORT.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON MUNICIPAL
AIRPORT.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
THE MOST RECENT INFORMATION AVAILABLE.
THIS STATION WAS USED FOR THE GPS AT THIS DATE.
|
2021-05-20 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1222 ***********************************************************************
MB1222 DESIGNATION - AIRPORT C OF A
MB1222 PID - MB1222
MB1222 STATE/COUNTY- OH/SUMMIT
MB1222
MB1222 HORZ DATUM - NAD 83(1986)
MB1222 VERT DATUM - NAVD 88
MB1222
MB1222 POSITION - 41 02 00.50224(N) 081 28 21.11578(W) ADJUSTED
MB1222 83 minus 27 - +00.20250 -00.58419 ADJUSTED
MB1222
MB1222 HEIGHT - 318.297 (meters) 1044.28 (feet) ADJUST
MB1222 88 minus 29 -0.19 ADJ UNCHK
MB1222 ***********************************************************************
MB1222
MB1222 LAPLACE CORR- -0.55 DEFLEC90
MB1222 GEOID HEIGHT- -33.56 GEOID90
MB1222 MODELED GRAV- 980,170.0 NAVD88
MB1222
MB1222
MB1222 HORZ ORDER - FIRST
MB1222 VERT ORDER - FIRST CLASS 2
MB1222
MB1222
MB1222.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1222.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1222.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1222.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1222
MB1222; North East Scale Converg.
MB1222;SPC OH N - 152,287.077 686,395.207 0.99993932 +0 40 30.0 MT
MB1222;UTM 17 - 4,542,580.407 460,279.370 0.99961942 -0 18 36.8 MT
MB1222
MB1222: Primary Azimuth Mark Grid Az
MB1222:SPC OH N - AKRON GOODYEAR PLT 2 FP 1963 352 42 14.2
MB1222:UTM 17 - AKRON GOODYEAR PLT 2 FP 1963 353 41 21.0
MB1222
MB1222|---------------------------------------------------------------------|
MB1222| Pid Reference Object Distance Geod. AZ |
MB1222| dddmmss.ss|
MB1222| MB2704 AKRON MUN APT GOODYEAR HGR BCN 237.074 METERS 10611 |
MB1222| MB2706 AKRON GOODYEAR PLT 2 FP 1963 APPROX. 2.9 KM 3532244.2 |
MB1222|---------------------------------------------------------------------|
MB1222
MB1222_STATION MARK IS A SURVEY DISK
MB1222_WITH SETTING: SET IN TOP OF SQUARE CONCRETE MONUMENT
MB1222_THE MARK IS STAMPED: AIRPORT
MB1222
MB1222 HISTORY - Year Condition Recov. By
MB1222 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1222 HISTORY - 1963 CITY OF AKRON OHIO
MB1222 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1222 HISTORY - 1967 GOOD COAST AND GEODETIC SURVEY
MB1222 HISTORY - 1976 GOOD NATIONAL GEODETIC SURVEY
MB1222 HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
MB1222 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1222
MB1222 STATION DESCRIPTION
MB1222
MB1222'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1222'THE STATION IS ABOUT 4 MILES SOUTHEAST OF DOWNTOWN AKRON, NEAR THE
MB1222'NORTHWEST CORNER OF A CONCRETE
MB1222'PARKING AREA AT THE AKRON MUNICIPAL AIRPORT AND AT THE NORTHWEST SIDE
MB1222'OF THE GOODYEAR AIRCRAFT HANGAR.
MB1222'IT IS 175 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
MB1222'GENERAL TIRE CO. HANGAR, 5 FEET SOUTH-SOUTHEAST
MB1222'OF THE NORTH EDGE OF THE CONCRETE
MB1222'PARKING AREA AND 54 FEET SOUTHWEST OF THE MOST NORTHERLY CORNER OF
MB1222'THE PARKING AREA. THE MARK IS A CITY
MB1222'OF AKRON DISK STAMPED AIRPORT SET IN THE TOP OF A 6 INCH SQUARE
MB1222'CONCRETE MONUMENT 4 INCHES BELOW THE
MB1222'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
MB1222'INCH IRON COVER.
MB1222'
MB1222
MB1222 STATION RECOVERY (1964)
MB1222
MB1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1222'AT AKRON, IN THE SOUTHEAST PART OF THE CITY, AT THE AKRON AIRPORT,
MB1222'0.45 MILE NORTHEAST ALONG ROAD AND AIRPORT RAMP FROM THE
MB1222'CROSSING OF THE BALTIMORE AND OHIO RAILROAD AND EXETER ROAD,
MB1222'ABOUT 210 YARDS NORTHWEST OF THE NORTHWEST SIDE OF THE LARGE
MB1222'GOODYEAR DIRIGIBLE HANGAR, 156 FEET NORTHWEST OF THE NORTH
MB1222'CORNER OF A HANGAR (MOST WESTERLY BUILDING OF A GROUP AT THE SOUTH
MB1222'EDGE OF THE AIRPORT), 52 FEET WEST-SOUTHWEST OF THE NORTHWEST
MB1222'CORNER OF CONCRETE RAMP, 4 FEET SOUTHEAST OF THE NORTH EDGE OF
MB1222'A RAMP, IN A PARKING RAMP, 4 INCHES BELOW THE SURFACE OF RAMP,
MB1222'SET IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS HAD THROUGH A
MB1222'9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
MB1222
MB1222 STATION RECOVERY (1967)
MB1222
MB1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
MB1222'STATION RECOVERED IN GOOD CONDITION. THE 1963 DESCRIPTION IS GOOD.
MB1222'
MB1222
MB1222 STATION RECOVERY (1976)
MB1222
MB1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
MB1222'RECOVERED AS DESCRIBED.
MB1222'
MB1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON MUNICIPAL
MB1222'AIRPORT.
MB1222'
MB1222
MB1222 STATION RECOVERY (1980)
MB1222
MB1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
MB1222'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
MB1222'
MB1222'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON MUNICIPAL
MB1222'AIRPORT.
MB1222'
MB1222
MB1222 STATION RECOVERY (1983)
MB1222
MB1222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1222'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN
MB1222'THE MOST RECENT INFORMATION AVAILABLE.
MB1222'
MB1222'THIS STATION WAS USED FOR THE GPS AT THIS DATE.
MB1222'
|
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|
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|
|
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2251947.75
|
499628.90625
|
0101000020960E0000D8C22423562E41410B3F1F12B27E1E41
|
true
|
2004-09-24 08:47:00 -0400
|
false
|
41.03347284444444444444
|
-81.47253216111111111111
|
-81.4725321611111
|
41.0334728444443
|
2251948.27455936
|
499628.51769732
|
686395.206876106
|
152287.076768277
|
37
|
37
|
AKRON
|
MB1378
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1950 COAST AND GEODETIC SURVEYHISTORY - 1963 COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE 2015- FOUND GOOD CONDITION SUMMIT COUNTY SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
58.44891
|
N
|
81
|
32
|
55.35635
|
W
|
ADJUSTED
|
-33.69
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161404.577
|
679889.762
|
0.9999395
|
+
|
0
|
37
|
29.8
|
|
MT
|
|
|
|
|
330.702
|
1084.98
|
ADJUST
|
|
-0.21
|
DEFLEC90
|
|
|
|
|
980181.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS IN THE N
SECTION OF THE
CITY OF AKRON, NEAR SW CORNER OF NORTH PORTAGE PATH
AND GARMAN ROAD, ON THE PROPERTY
OF F.A. SEIBERLING, AND APPROXIMATELY
100 FEET S OF THE ENTRANCE OF THE GATE TO THE
SIEBERLING
ESTATE RESIDENCE. THE STATION IS SET 49 FEET W OF THE
APPROXIMATE
CENTER LINE OF NORTH PORTAGE PATH, 42 FEET S OF THE APPROXIMATE
CENTER LINE OF
GARMAN ROAD, AND 26.1 FEET S OF THE S EDGE OF A
TRAFFIC-STOP SIGN ON THE S SIDE
OF GARMAN ROAD. THE DISK IS 14
INCHES BELOW THE SURFACE OF THE GROUND AND IS
STAMPED AKRON 1943. WITH 6 INCH VCP PIPE SET ON TOP
STATION AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN THE
TOP OF CONCRETE
POSTS, SIMILARLY FOR REFERENCE MARKS.
REFERENCE MARK 1 IS 142.80 FEET SE OF THE STATION, 25 FEET E
OF THE APPROXIMATE
CENTER LINE OF NORTH PORTAGE PATH, AND 1.5 FEET
NW OF AN OHIO BELL TELEPHONE POLE.
IT IS A BRONZE REFERENCE DISK,
WITH ARROW POINTING TO STATION, AND IS STAMPED AKRON
NO 1 1943.
REFERENCE MARK 2 IS 140.96 FEET NW OF THE STATION, 76 FEET W
OF STONE FENCE
CORNER, 26 FEET N OF APPROXIMATE CENTER LINE OF
GARMAN ROAD, AND 1.0 FOOT S OF
THE STONE FENCE SURROUNDING THE
RESIDENCE PROPERTY OF THE SIEBERLING ESTATE. IT
IS A BRONZE REFERENCE
DISK, WITH ARROW POINTING TO STATION, AND IS STAMPED
AKRON NO 2 1943.
NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
TO REACH STATION FROM THE JUNCTION OF ROUTE 18 (TALLMADGE
AVENUE) AND NORTH
PORTAGE PATH, IN THE CITY OF AKRON, GO N ON
NORTH PORTAGE PATH FOR 0.75 MILE TO
THE INTERSECTION OF GARMAN
ROAD.
HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
OBS MADE FROM A 90 FOOT STEEL TOWER.
THE STATION, NOTES 1A AND 7A AND REFERENCE MARKS NOS 1 AND 2, NOTES
11A, RECOVERED AND FOUND IN
GOOD CONDITION. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHWEST OF THE
CENTER OF AKRON IN THE
SOUTHWEST ANGLE OF NORTH PORTAGE PATH AND GARMAN ROAD AND ON PROPERTY
OWNED BY MR. F.A. SEIBERLING. IT
IS 49 FEET WEST OF THE CENTER OF NORTH PORTAGE PATH, 42 FEET SOUTH
OF THE CENTER OF GARMAN ROAD AND ABOUT
100 FEET SOUTH OF THE ENTRANCE TO THE SEIBERLING
ESTATE. IT IS STAMPED AKRON 1943 AND SET 14 INCHES BELOW
THE GROUND SURFACE.
REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 25 FEET EAST OF THE
CENTER OF NORTH PORTAGE
PATH AND 1-1/2 FEET NORTHEAST OF POWER LINE POLE. IT IS STAMPED
AKRON NO 1 1943 AND PROJECTS 6
INCHES.
REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 76 FEET WEST OF
STONE FENCE CORNER, 26 FEET NORTH
OF THE CENTER OF GARMAN ROAD AND 2 FEET SOUTH OF STONE FENCE LINE.
IT IS IT IS A REFERENCE MARK DISK,
STAMPED LEVEL NO 1 1943 PROJECTING 4 INCHES. (NOTE 11A)
STAMPED AKRON NO 2 1943 AND PROJECTS 6 INCHES.
NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO 18
(TALLMADGE AVENUE) AND NORTH
PORTAGE PATH IN THE NORTHWEST SECTION OF AKRON, GO NORTH ON NORTH
PORTAGE PATH FOR 0.75 MILE TO
INTERSECTION WITH GARMAN ROAD AND STATION IN SOUTHWEST ANGLE AS
DESCRIBED.
STATION WAS RECOVERED AS DESCRIBED IN THE 1950 DESCRIPTION AND ALL
MARKS WERE FOUND IN GOOD
CONDITION. THE 1950 DESCRIPTION IS ADEQUATE.
HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
DISTANCE AND DIRECTION TO OBJECTS VISIBLE FROM THE GROUND
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
CONDITION. THE DISTANCE TO
REFERENCE MARK 1 WAS FOUND TO BE .04 FOOT SHORTER THAN PREVIOUSLY
MEASURED. THE DISTANCE TO
REFERENCE MARK 2 WAS FOUND TO BE .15 FOOT SHORTER THAN PREVIOUSLY
MEASURED. THE DIRECTION TO REFERENCE
MARK 1 CHECKED. THE DIRECTION TO REFERENCE MARK 2
DID NOT CHECK BY 1 MINUTE AND 9 SECONDS. THE
DESCRIPTIONS ARE ADEQUATE.
THE STATION IS NOW ON THE PROPERTY OF MR. J.A. HAUSER.
HEIGHT OF LIGHT ABOVE STATION MARK 30.52 METERS.
|
2018-06-06 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1378 ***********************************************************************
MB1378 DESIGNATION - AKRON
MB1378 PID - MB1378
MB1378 STATE/COUNTY- OH/SUMMIT
MB1378
MB1378 HORZ DATUM - NAD 83(1986)
MB1378 VERT DATUM - NAVD 88
MB1378
MB1378 POSITION - 41 06 58.44891(N) 081 32 55.35635(W) ADJUSTED
MB1378 83 minus 27 - +00.19591 -00.56285 ADJUSTED
MB1378
MB1378 HEIGHT - 330.702 (meters) 1084.98 (feet) ADJUST
MB1378 88 minus 29 -0.20 ADJ UNCHK
MB1378 ***********************************************************************
MB1378
MB1378 LAPLACE CORR- -0.21 DEFLEC90
MB1378 GEOID HEIGHT- -33.69 GEOID90
MB1378 MODELED GRAV- 980,181.2 NAVD88
MB1378
MB1378
MB1378 HORZ ORDER - FIRST
MB1378 VERT ORDER - FIRST CLASS 2
MB1378
MB1378
MB1378.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1378.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1378.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1378.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1378
MB1378; North East Scale Converg.
MB1378;SPC OH N - 161,404.577 679,889.762 0.99993950 +0 37 29.8 MT
MB1378;UTM 17 - 4,551,805.526 453,933.710 0.99962612 -0 21 39.0 MT
MB1378
MB1378: Primary Azimuth Mark Grid Az
MB1378:SPC OH N - HOME 094 25 08.9
MB1378:UTM 17 - HOME 095 24 17.7
MB1378
MB1378|---------------------------------------------------------------------|
MB1378| Pid Reference Object Distance Geod. AZ |
MB1378| dddmmss.ss|
MB1378| MB2875 AKRON RADIO STA WADC W TOWER APPROX. 6.5 KM 0282019.3 |
MB1378| MB2869 AKRON RADIO STA WADC E TOWER APPROX. 6.6 KM 0290857.3 |
MB1378| MB2737 CUYAHOGA FALLS MUNICIPAL TANK APPROX. 4.9 KM 0595943.3 |
MB1378| MB2872 AKRON RADIO STA WCUE W MAST APPROX. 2.5 KM 0643012.1 |
MB1378| MB2871 AKRON RADIO STA WCUE E MAST APPROX. 2.6 KM 0652407.1 |
MB1378| MB1097 HOME APPROX. 5.1 KM 0950238.7 |
MB1378| MB2707 TALLMADGE RADIO STA WADC MAST APPROX. 8.6 KM 0985931.8 |
MB1378| MB2878 AKRON OHIO EDISON ELEC CO TWR APPROX. 4.7 KM 1213014.0 |
MB1378| MB2699 AKRON BRITTAIN RD MUN TANK APPROX. 8.2 KM 1230731.0 |
MB1378| MB2896 AKRON POLICE RADIO MAST APPROX. 5.6 KM 1431153.7 |
MB1378| MB2713 AKRON ELBON AVE MUNICIPAL TANK APPROX. 7.7 KM 1450536.2 |
MB1378| MB2920 AKRON TV STATION WAKR MAST APPROX. 4.5 KM 1454949.3 |
MB1378| MB2895 AKRON FIRST NATL BANK BLDG LT APPROX. 6.7 KM 1455234.5 |
MB1378| MB1376 AKRON RM 1 43.519 METERS 14734 |
MB1378| MB2922 AKRON ST BERNARDS CH N SPIRE APPROX. 4.9 KM 1484222.1 |
MB1378| MB2916 AKRON ST BERNARDS CH S SPIRE APPROX. 5.0 KM 1485253.8 |
MB1378| MB2907 AKRON FIRST UNITE C OF C SPIRE APPROX. 3.0 KM 1711303.6 |
MB1378| MB2884 AKRON WOOSTER AVE MUN TANK APPROX. 5.1 KM 1830642.2 |
MB1378| MB2880 AKRON WOOSTER AVE MUN SPIPE APPROX. 5.1 KM 1832931.1 |
MB1378| MB2917 AKRON DOVER AVE S MUN SPIPE APPROX. 4.8 KM 1940236.5 |
MB1378| MB2921 AKRON DOVER AVE N MUN SPIPE APPROX. 4.7 KM 1940845.5 |
MB1378| MB2886 AKRON WESTMINSTER PRESB SPIRE APPROX. 2.0 KM 1980242.8 |
MB1378| MB2882 AKRON CHRIST METH CHURCH SPIRE APPROX. 2.7 KM 2072421.3 |
MB1378| MB2925 BARBERTON RESERVE STANDPIPE APPROX. 9.2 KM 2164208.9 |
MB1378| MB2919 AKRON ST PAULS EPIS CH SPIRE APPROX. 1.5 KM 2175237.8 |
MB1378| MB2879 AKRON ST SEBASTIANS CH SPIRE APPROX. 2.4 KM 2180043.3 |
MB1378| MB1377 AKRON RM 2 42.937 METERS 29907 |
MB1378|---------------------------------------------------------------------|
MB1378
MB1378_STATION MARK IS A TRIANGULATION STATION DISK
MB1378_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1378_THE MARK IS STAMPED: AKRON 1943
MB1378
MB1378 HISTORY - Year Condition Recov. By
MB1378 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1378 HISTORY - 1950 COAST AND GEODETIC SURVEY
MB1378 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB1378
MB1378 STATION DESCRIPTION
MB1378
MB1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB1378'STATION IS IN THE N
MB1378'SECTION OF THE
MB1378'CITY OF AKRON, NEAR SW CORNER OF NORTH PORTAGE PATH
MB1378'AND GARMAN ROAD, ON THE PROPERTY
MB1378'OF F.A. SEIBERLING, AND APPROXIMATELY
MB1378'100 FEET S OF THE ENTRANCE OF THE GATE TO THE
MB1378'SIEBERLING
MB1378'ESTATE RESIDENCE. THE STATION IS SET 49 FEET W OF THE
MB1378'APPROXIMATE
MB1378'CENTER LINE OF NORTH PORTAGE PATH, 42 FEET S OF THE APPROXIMATE
MB1378'CENTER LINE OF
MB1378'GARMAN ROAD, AND 26.1 FEET S OF THE S EDGE OF A
MB1378'TRAFFIC-STOP SIGN ON THE S SIDE
MB1378'OF GARMAN ROAD. THE DISK IS 14
MB1378'INCHES BELOW THE SURFACE OF THE GROUND AND IS
MB1378'STAMPED AKRON 1943.
MB1378'
MB1378'STATION AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN THE
MB1378'TOP OF CONCRETE
MB1378'POSTS, SIMILARLY FOR REFERENCE MARKS.
MB1378'
MB1378'REFERENCE MARK 1 IS 142.80 FEET SE OF THE STATION, 25 FEET E
MB1378'OF THE APPROXIMATE
MB1378'CENTER LINE OF NORTH PORTAGE PATH, AND 1.5 FEET
MB1378'NW OF AN OHIO BELL TELEPHONE POLE.
MB1378'IT IS A BRONZE REFERENCE DISK,
MB1378'WITH ARROW POINTING TO STATION, AND IS STAMPED AKRON
MB1378'NO 1 1943.
MB1378'
MB1378'REFERENCE MARK 2 IS 140.96 FEET NW OF THE STATION, 76 FEET W
MB1378'OF STONE FENCE
MB1378'CORNER, 26 FEET N OF APPROXIMATE CENTER LINE OF
MB1378'GARMAN ROAD, AND 1.0 FOOT S OF
MB1378'THE STONE FENCE SURROUNDING THE
MB1378'RESIDENCE PROPERTY OF THE SIEBERLING ESTATE. IT
MB1378'IS A BRONZE REFERENCE
MB1378'DISK, WITH ARROW POINTING TO STATION, AND IS STAMPED
MB1378'AKRON NO 2 1943.
MB1378'
MB1378'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
MB1378'
MB1378'TO REACH STATION FROM THE JUNCTION OF ROUTE 18 (TALLMADGE
MB1378'AVENUE) AND NORTH
MB1378'PORTAGE PATH, IN THE CITY OF AKRON, GO N ON
MB1378'NORTH PORTAGE PATH FOR 0.75 MILE TO
MB1378'THE INTERSECTION OF GARMAN
MB1378'ROAD.
MB1378'
MB1378'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
MB1378'
MB1378
MB1378 STATION RECOVERY (1950)
MB1378
MB1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (PLB)
MB1378'OBS MADE FROM A 90 FOOT STEEL TOWER.
MB1378'
MB1378'THE STATION, NOTES 1A AND 7A AND REFERENCE MARKS NOS 1 AND 2, NOTES
MB1378'11A, RECOVERED AND FOUND IN
MB1378'GOOD CONDITION. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
MB1378'
MB1378'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH-NORTHWEST OF THE
MB1378'CENTER OF AKRON IN THE
MB1378'SOUTHWEST ANGLE OF NORTH PORTAGE PATH AND GARMAN ROAD AND ON PROPERTY
MB1378'OWNED BY MR. F.A. SEIBERLING. IT
MB1378'IS 49 FEET WEST OF THE CENTER OF NORTH PORTAGE PATH, 42 FEET SOUTH
MB1378'OF THE CENTER OF GARMAN ROAD AND ABOUT
MB1378'100 FEET SOUTH OF THE ENTRANCE TO THE SEIBERLING
MB1378'ESTATE. IT IS STAMPED AKRON 1943 AND SET 14 INCHES BELOW
MB1378'THE GROUND SURFACE.
MB1378'
MB1378'REFERENCE MARK NO 1 IS SOUTHEAST OF THE STATION, 25 FEET EAST OF THE
MB1378'CENTER OF NORTH PORTAGE
MB1378'PATH AND 1-1/2 FEET NORTHEAST OF POWER LINE POLE. IT IS STAMPED
MB1378'AKRON NO 1 1943 AND PROJECTS 6
MB1378'INCHES.
MB1378'
MB1378'REFERENCE MARK NO 2 IS NORTHWEST OF THE STATION, 76 FEET WEST OF
MB1378'STONE FENCE CORNER, 26 FEET NORTH
MB1378'OF THE CENTER OF GARMAN ROAD AND 2 FEET SOUTH OF STONE FENCE LINE.
MB1378'IT IS IT IS A REFERENCE MARK DISK,
MB1378'STAMPED LEVEL NO 1 1943 PROJECTING 4 INCHES. (NOTE 11A)
MB1378'STAMPED AKRON NO 2 1943 AND PROJECTS 6 INCHES.
MB1378'
MB1378'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
MB1378'
MB1378'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE NO 18
MB1378'(TALLMADGE AVENUE) AND NORTH
MB1378'PORTAGE PATH IN THE NORTHWEST SECTION OF AKRON, GO NORTH ON NORTH
MB1378'PORTAGE PATH FOR 0.75 MILE TO
MB1378'INTERSECTION WITH GARMAN ROAD AND STATION IN SOUTHWEST ANGLE AS
MB1378'DESCRIBED.
MB1378'
MB1378'STATION WAS RECOVERED AS DESCRIBED IN THE 1950 DESCRIPTION AND ALL
MB1378'MARKS WERE FOUND IN GOOD
MB1378'CONDITION. THE 1950 DESCRIPTION IS ADEQUATE.
MB1378'
MB1378'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS
MB1378'
MB1378'DISTANCE AND DIRECTION TO OBJECTS VISIBLE FROM THE GROUND
MB1378'
MB1378
MB1378 STATION RECOVERY (1963)
MB1378
MB1378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB1378'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
MB1378'CONDITION. THE DISTANCE TO
MB1378'REFERENCE MARK 1 WAS FOUND TO BE .04 FOOT SHORTER THAN PREVIOUSLY
MB1378'MEASURED. THE DISTANCE TO
MB1378'REFERENCE MARK 2 WAS FOUND TO BE .15 FOOT SHORTER THAN PREVIOUSLY
MB1378'MEASURED. THE DIRECTION TO REFERENCE
MB1378'MARK 1 CHECKED. THE DIRECTION TO REFERENCE MARK 2
MB1378'DID NOT CHECK BY 1 MINUTE AND 9 SECONDS. THE
MB1378'DESCRIPTIONS ARE ADEQUATE.
MB1378'THE STATION IS NOW ON THE PROPERTY OF MR. J.A. HAUSER.
MB1378'
MB1378'HEIGHT OF LIGHT ABOVE STATION MARK 30.52 METERS.
MB1378'
|
|
|
|
|
|
|
|
|
|
|
|
2230604.0
|
529542.1875
|
0101000020960E000027D11A7FA6044141989E97080B292041
|
true
|
2012-05-17 03:38:00 -0400
|
false
|
41.11623580833333333333
|
-81.54871009722222222222
|
-81.5487100972222
|
41.1162358083332
|
2230604.99300589
|
529541.516781765
|
679889.761647718
|
161404.577124219
|
40
|
40
|
E 303 S CO
|
MB1237
|
OH
|
Summit
|
|
SCE
|
|
Disk in Concrete
|
E 303 RESET 1972
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
42.0
|
N
|
81
|
25
|
29.0
|
W
|
SCALED
|
-33.61
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
325.629
|
1068.33
|
ADJUST
|
|
|
|
|
|
|
|
980169.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
ABOUT 0.55 MILE SOUTHEAST ALONG GILCHRIST ROAD FROM THE EAST
EXPRESSWAY OVERPASS OVER GILCHRIST ROAD, NEAR THE GILCHREST STORAGE
BUILDING, SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
CONCRETE HEAD WALL OF A 4 FOOT BOX CULVERT WITH WING WALL UNDER
GILCHRIST ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF GILCHRIST
ROAD, AND ABOUT LEVEL WITH THE ROAD. NEAR THE SOUTH ENTRANCE TO
LAIRD PLASTICS # 2830.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
NOT GOOD FOR GPS.
|
2019-08-06 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1237 ***********************************************************************
MB1237 DESIGNATION - E 303 S CO
MB1237 PID - MB1237
MB1237 STATE/COUNTY- OH/SUMMIT
MB1237
MB1237 HORZ DATUM - NAD 83(1986)
MB1237 VERT DATUM - NAVD 88
MB1237
MB1237 POSITION - 41 03 42. (N) 081 25 29. (W) SCALED
MB1237 83 minus 27 - +00. -01. SCALED
MB1237
MB1237 HEIGHT - 325.629 (meters) 1068.33 (feet) ADJUST
MB1237 88 minus 29 -0.19 ADJ UNCHK
MB1237 ***********************************************************************
MB1237
MB1237 GEOID HEIGHT- -33.61 GEOID90
MB1237 MODELED GRAV- 980,169.5 NAVD88
MB1237
MB1237
MB1237 VERT ORDER - FIRST CLASS 2
MB1237
MB1237
MB1237.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1237.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1237.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1237
MB1237
MB1237
MB1237
MB1237_STATION MARK IS A SURVEY DISK
MB1237_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1237_THE MARK IS STAMPED: E 303
MB1237
MB1237 HISTORY - Year Condition Recov. By
MB1237 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1237 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1237 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1237 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1237
MB1237 STATION DESCRIPTION
MB1237
MB1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1237'ABOUT 0.55 MILE SOUTHEAST ALONG GILCHRIST ROAD FROM THE EAST
MB1237'EXPRESSWAY OVERPASS OVER GILCHRIST ROAD, NEAR THE GILCHREST STORAGE
MB1237'BUILDING, SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
MB1237'CONCRETE HEAD WALL OF A 4 FOOT BOX CULVERT WITH WING WALL UNDER
MB1237'GILCHRIST ROAD, 20 FEET SOUTHWEST OF THE CENTER LINE OF GILCHRIST
MB1237'ROAD, AND ABOUT LEVEL WITH THE ROAD.nEAR THE SOUTH ENTERANCE TO
MB1237'LAIRD PLASTICS # 2830.
MB1237
MB1237 STATION RECOVERY (1989)
MB1237
MB1237'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1237'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2265010.75
|
510059.21875
|
0101000020960E00005190ED2BD9474141FCD47662AA211F41
|
true
|
2011-04-22 03:50:00 -0400
|
false
|
41.06166666666666666667
|
-81.42472222222222222223
|
-81.4247222222222
|
41.0616666666665
|
2265010.34318737
|
510058.596156433
|
690376.533356577
|
155466.171040806
|
41
|
41
|
E S CO
|
MB1348
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2011 UNABLE TO LOCATE SCE SURVEY CREWHISTORY - 2013 UNABLE TO LOCATE SCE 2015 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
5
|
57.0
|
N
|
81
|
35
|
15.0
|
W
|
SCALED
|
-33.65
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
299.334
|
982.07
|
ADJUST
|
|
|
|
|
|
|
|
980178.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, ALONG WHITE POND DRIVE, IN THE WESTERN PART OF THE CITY,
ABOUT 1.1 MILE NORTH OF THE JUNCTION OF WHITE POND DRIVE AND
STATE HIGHWAY 162 (COPLEY ROAD), SET ON THE TOP OF THE EAST END
OF THE NORTH CONCRETE ABUTMENT OF A 20 FOOT LONG BRIDGE OVER
A RUN, 21 FEET EAST OF THE CENTER LINE OF WHITE POND DRIVE
AND 1 FOOT ABOVE THE LEVEL OF THE DRIVE.
NOTE BY SUMMIT COUNTY ENGINEER
UNABLE TO LOCATE. AREA HAS BEEN REBUILT WITH THE CONSTRUCTION OF INTERSTATE 77 AND THE REPAVING AND WIDENING OF WHITE POND DRIVE.
|
2013-09-09 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1348 ***********************************************************************
MB1348 DESIGNATION - E S CO
MB1348 PID - MB1348
MB1348 STATE/COUNTY- OH/SUMMIT
MB1348
MB1348 HORZ DATUM - NAD 83(1986)
MB1348 VERT DATUM - NAVD 88
MB1348
MB1348 POSITION - 41 05 57. (N) 081 35 15. (W) SCALED
MB1348 83 minus 27 - +00. -01. SCALED
MB1348
MB1348 HEIGHT - 299.334 (meters) 982.07 (feet) ADJUST
MB1348 88 minus 29 -0.20 ADJ UNCHK
MB1348 ***********************************************************************
MB1348
MB1348 GEOID HEIGHT- -33.65 GEOID90
MB1348 MODELED GRAV- 980,178.6 NAVD88
MB1348
MB1348
MB1348 VERT ORDER - FIRST CLASS 2
MB1348
MB1348
MB1348.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1348.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1348.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1348
MB1348
MB1348
MB1348
MB1348_STATION MARK IS A SURVEY DISK
MB1348_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1348_THE MARK IS STAMPED: E
MB1348
MB1348 HISTORY - Year Condition Recov. By
MB1348 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1348 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1348
MB1348 STATION DESCRIPTION
MB1348
MB1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1348'AT AKRON, ALONG WHITE POND DRIVE, IN THE WESTERN PART OF THE CITY,
MB1348'ABOUT 1.1 MILE NORTH OF THE JUNCTION OF WHITE POND DRIVE AND
MB1348'STATE HIGHWAY 162 (COPLEY ROAD), SET ON THE TOP OF THE EAST END
MB1348'OF THE NORTH CONCRETE ABUTMENT OF A 20 FOOT LONG BRIDGE OVER
MB1348'A RUN, 21 FEET EAST OF THE CENTER LINE OF WHITE POND DRIVE
MB1348'AND 1 FOOT ABOVE THE LEVEL OF THE DRIVE.
|
|
|
|
|
|
|
|
|
|
|
|
2219982.5
|
523208.84375
|
0101000020960E0000E8FDB96AE7EF4041D45A9B2723EF1F41
|
true
|
2013-09-10 09:10:00 -0400
|
false
|
41.09916666666666666666
|
-81.5875
|
-81.5875
|
41.0991666666665
|
2219982.83380102
|
523208.788678569
|
676652.121046792
|
159474.357737926
|
42
|
42
|
EAST AKRON
|
MB1173
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
HISTORY - 2005 NOT FOUND SCE
HISTORY - 2013 NOT FOUND SCE
|
NAD 83(1986)
|
|
false
|
41
|
4
|
11.0
|
N
|
81
|
29
|
13.0
|
W
|
SCALED
|
-33.61
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
299.699
|
983.26
|
ADJUST
|
|
|
|
|
|
|
|
980174.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
AT EAST AKRON, AT THE OVERPASS OF EAST MARKET STREET OVER THE
BALTIMORE AND OHIO RAILROAD, SET VERTICALLY IN THE EAST FACE OF
STONE BASE OF WEST ABUTMENT OF OVERPASS, 21 1/2 FEET WEST OF THE
WEST RAIL OF MAIN TRACK, 65 FEET SOUTH OF SOUTHEAST CORNER OF
B. AND O. FREIGHT STATION, ABOUT 130 YARDS SOUTH OF CROSSING OF
SOUTH CASE AVENUE, 7 1/2 FEET SOUTH OF AN ANGLE IN STONE MASONRY,
IN THE THIRD COURSE OF MASONRY FROM GROUND AND ABOUT 4 FEET ABOVE
LEVEL OF TRACK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MARK NOT FOUND.
STONE MASONRY NO LONGER THERE. BRIDGE HAS BEEN REPLACED WITH CONCRETE HEAD AND WING WALLS.
|
2013-09-03 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1173 ***********************************************************************
MB1173 DESIGNATION - EAST AKRON
MB1173 PID - MB1173
MB1173 STATE/COUNTY- OH/SUMMIT
MB1173
MB1173 HORZ DATUM - NAD 83(1986)
MB1173 VERT DATUM - NAVD 88
MB1173
MB1173 POSITION - 41 04 11. (N) 081 29 13. (W) SCALED
MB1173 83 minus 27 - +00. -01. SCALED
MB1173
MB1173 HEIGHT - 299.699 (meters) 983.26 (feet) ADJUST
MB1173 88 minus 29 -0.20 ADJ UNCHK
MB1173 ***********************************************************************
MB1173
MB1173 GEOID HEIGHT- -33.61 GEOID90
MB1173 MODELED GRAV- 980,174.8 NAVD88
MB1173
MB1173
MB1173 VERT ORDER - FIRST CLASS 2
MB1173
MB1173
MB1173.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1173.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1173.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1173
MB1173
MB1173
MB1173
MB1173_STATION MARK IS A BENCH MARK DISK
MB1173_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1173_THE MARK IS STAMPED: EAST AKRON 1934
MB1173
MB1173 HISTORY - Year Condition Recov. By
MB1173 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1173 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
MB1173 HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1173
MB1173 STATION DESCRIPTION
MB1173
MB1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
MB1173'AT EAST AKRON, AT THE OVERPASS OF EAST MARKET STREET OVER THE
MB1173'BALTIMORE AND OHIO RAILROAD, SET VERTICALLY IN THE EAST FACE OF
MB1173'STONE BASE OF WEST ABUTMENT OF OVERPASS, 21 1/2 FEET WEST OF THE
MB1173'WEST RAIL OF MAIN TRACK, 65 FEET SOUTH OF SOUTHEAST CORNER OF
MB1173'B. AND O. FREIGHT STATION, ABOUT 130 YARDS SOUTH OF CROSSING OF
MB1173'SOUTH CASE AVENUE, 7 1/2 FEET SOUTH OF AN ANGLE IN STONE MASONRY,
MB1173'IN THE THIRD COURSE OF MASONRY FROM GROUND AND ABOUT 4 FEET ABOVE
MB1173'LEVEL OF TRACK.
MB1173
MB1173 STATION RECOVERY (1983)
MB1173
MB1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1173'MARK NOT FOUND.
|
|
|
|
|
|
|
|
|
|
|
|
2247818.75
|
512787.5
|
0101000020960E0000184D30904526414168F365794F4C1F41
|
true
|
2013-09-04 10:43:00 -0400
|
false
|
41.06972222222222222223
|
-81.48694444444444444444
|
-81.4869444444444
|
41.0697222222221
|
2247819.12647403
|
512787.868552974
|
685136.640022565
|
156298.054931038
|
59
|
59
|
JANE
|
MB1082
|
OH
|
Summit
|
|
USCGS
|
1933-12-31 00:00:00 -0500
|
DISK
|
JANE 1934
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1938 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
14
|
56.0
|
N
|
81
|
27
|
19.0
|
W
|
SCALED
|
-33.91
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
317.055
|
1040.2
|
ADJUST
|
|
|
|
|
|
|
|
980182.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
0.8 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
STATION AT HUDSON, SUMMIT COUNTY, 0.6 MILE NORTHWEST OF MILEPOST
98, 25 YARDS WEST OF A SIDING SWITCH AT BRIDGE 98-6 IN THE TOP
OF THE SOUTHWEST BACK WALL OF THE SOUTHEAST ABUTMENT, 2.2 FEET
EAST OF THE WEST CORNER, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL
OF THE SOUTHWEST TRACK, AND 1-1/2 FEET LOWER THAN THE TRACK. A
STANDARD DISK, STAMPED JANE 1934.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2017-09-18 00:00:00 -0400
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1082 ***********************************************************************
MB1082 DESIGNATION - JANE
MB1082 PID - MB1082
MB1082 STATE/COUNTY- OH/SUMMIT
MB1082
MB1082 HORZ DATUM - NAD 83(1986)
MB1082 VERT DATUM - NAVD 88
MB1082
MB1082 POSITION - 41 14 56. (N) 081 27 19. (W) SCALED
MB1082 83 minus 27 - +00. -01. SCALED
MB1082
MB1082 HEIGHT - 317.055 (meters) 1040.20 (feet) ADJUST
MB1082 88 minus 29 -0.17 ADJ UNCHK
MB1082 ***********************************************************************
MB1082
MB1082 GEOID HEIGHT- -33.91 GEOID90
MB1082 MODELED GRAV- 980,182.5 NAVD88
MB1082
MB1082
MB1082 VERT ORDER - FIRST CLASS 2
MB1082
MB1082
MB1082.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1082.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1082.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1082
MB1082
MB1082
MB1082
MB1082_STATION MARK IS A BENCH MARK DISK
MB1082_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1082_THE MARK IS STAMPED: JANE 1934
MB1082
MB1082 HISTORY - Year Condition Recov. By
MB1082 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1082 HISTORY - 1938 GOOD NATIONAL GEODETIC SURVEY
MB1082 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1082
MB1082 STATION DESCRIPTION
MB1082
MB1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
MB1082'0.8 MILE NORTHWEST ALONG THE PENNSYLVANIA RAILROAD FROM THE
MB1082'STATION AT HUDSON, SUMMIT COUNTY, 0.6 MILE NORTHWEST OF MILEPOST
MB1082'98, 25 YARDS WEST OF A SIDING SWITCH AT BRIDGE 98-6 IN THE TOP
MB1082'OF THE SOUTHWEST BACK WALL OF THE SOUTHEAST ABUTMENT, 2.2 FEET
MB1082'EAST OF THE WEST CORNER, 7 FEET SOUTHWEST OF THE SOUTHWEST RAIL
MB1082'OF THE SOUTHWEST TRACK, AND 1-1/2 FEET LOWER THAN THE TRACK. A
MB1082'STANDARD DISK, STAMPED JANE 1934.
MB1082
MB1082 STATION RECOVERY (1983)
MB1082
MB1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1082'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2255725.0
|
578175.0
|
0101000020960E0000C369BDF4CB3541412B55DCCAE6A42141
|
true
|
2005-03-21 10:42:00 -0500
|
false
|
41.24888888888888888889
|
-81.45527777777777777778
|
-81.4552777777778
|
41.2488888888888
|
2255767.91203043
|
578163.396212255
|
687559.434705744
|
176224.55561459
|
60
|
60
|
K 301
|
MB1100
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
K 301 1963
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
57.0
|
N
|
81
|
29
|
19.0
|
W
|
SCALED
|
-33.66
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
310.217
|
1017.77
|
ADJUST
|
|
|
|
|
|
|
|
980177.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, IN THE NORTH PART OF THE CITY, ALONG HOME AVENUE, ABOUT
0.2 MILE NORTH ALONG HOME AVENUE FROM THE INTERSECTION OF
TALLMADGE AVENUE, AT 1055 HOME AVENUE, NEAR THE CITY OF AKRON
MAINTENANCE BUILDING, SET ON TOP AND NEAR THE NORTHWEST CORNER
OF THE CONCRETE BASE SUPPORTING A LARGE RADIO MAST, 45 FEET EAST
OF THE EAST CURB OF HOME AVENUE, 17 FEET NORTH OF THE NORTHWEST
CORNER OF THE BUILDING AND ABOUT 6 FEET BELOW THE LEVEL OF THE
AVENUE. NOTE-- BASE IS 10 FEET DEEP.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED IN GOOD CONDITION. CHANGE--THE MARK IS 0.3 KM (0.2 MI)
SOUTH ALONG HOME AVENUE FROM THE INTERSECTION OF TALLMADGE AVENUE, NOT
NORTH AS PREVIOUSLY DESCRIBED.
RECOVERY NOTE BY GEOCACHING 2009 (RLM)
THE RADIO MAST AND ITS CONCRETE BASE HAVE BEEN REMOVED.
|
2012-04-25 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1100 ***********************************************************************
MB1100 DESIGNATION - K 301
MB1100 PID - MB1100
MB1100 STATE/COUNTY- OH/SUMMIT
MB1100
MB1100 HORZ DATUM - NAD 83(1986)
MB1100 VERT DATUM - NAVD 88
MB1100
MB1100 POSITION - 41 05 57. (N) 081 29 19. (W) SCALED
MB1100 83 minus 27 - +00. -01. SCALED
MB1100
MB1100 HEIGHT - 310.217 (meters) 1017.77 (feet) ADJUST
MB1100 88 minus 29 -0.197 ADJUSTED
MB1100 ***********************************************************************
MB1100
MB1100 GEOID HEIGHT- -33.66 GEOID90
MB1100 MODELED GRAV- 980,177.9 NAVD88
MB1100
MB1100
MB1100 VERT ORDER - FIRST CLASS 2
MB1100
MB1100
MB1100.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1100.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1100.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1100
MB1100
MB1100
MB1100
MB1100_STATION MARK IS A BENCH MARK DISK
MB1100_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1100_THE MARK IS STAMPED: K 301 1963
MB1100
MB1100 HISTORY - Year Condition Recov. By
MB1100 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1100 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1100
MB1100 STATION DESCRIPTION
MB1100
MB1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1100'AT AKRON, IN THE NORTH PART OF THE CITY, ALONG HOME AVENUE, ABOUT
MB1100'0.2 MILE NORTH ALONG HOME AVENUE FROM THE INTERSECTION OF
MB1100'TALLMADGE AVENUE, AT 1055 HOME AVENUE, NEAR THE CITY OF AKRON
MB1100'MAINTENANCE BUILDING, SET ON TOP AND NEAR THE NORTHWEST CORNER
MB1100'OF THE CONCRETE BASE SUPPORTING A LARGE RADIO MAST, 45 FEET EAST
MB1100'OF THE EAST CURB OF HOME AVENUE, 17 FEET NORTH OF THE NORTHWEST
MB1100'CORNER OF THE BUILDING AND ABOUT 6 FEET BELOW THE LEVEL OF THE
MB1100'AVENUE. NOTE-- BASE IS 10 FEET DEEP.
MB1100
MB1100 STATION RECOVERY (1983)
MB1100
MB1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1100'RECOVERED IN GOOD CONDITION. CHANGE--THE MARK IS 0.3 KM (0.2 MI)
MB1100'SOUTH ALONG HOME AVENUE FROM THE INTERSECTION OF TALLMADGE AVENUE, NOT
MB1100'NORTH AS PREVIOUSLY DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2247235.75
|
523509.46875
|
0101000020960E0000AD97809B2125414133320689D5F31F41
|
true
|
2012-04-26 10:06:00 -0400
|
false
|
41.09916666666666666666
|
-81.48861111111111111111
|
-81.4886111111111
|
41.0991666666665
|
2247235.21486183
|
523509.383812699
|
684958.663407213
|
159565.979318055
|
61
|
61
|
K 302
|
MB1193
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 19:00:00 -0500
|
DISK IN CONC
|
K 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2004 UNABLE TO LOCATE SCE
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
7
|
9.0
|
N
|
81
|
28
|
33.0
|
W
|
SCALED
|
-33.69
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
330.611
|
1084.68
|
ADJUST
|
|
|
|
|
|
|
|
980178.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 0.65 MILE EAST ALONG HOWE ROAD FROM ITS CROSSING OF THE
BALTIMORE AND OHIO RAILROAD, ABOUT 0.55 MILE WEST OF THE
INTERSECTION OF HOWE AND BRITTAIN ROAD, 0.45 MILE WEST OF THE
CHAPEL HILL CHURCH, AT THE SOUTHEAST CORNER OF THE LAWN FOR THE
RESIDENCE OF MR. FRANK BIERMAN AT 571 HOWE ROAD, 70 FEET
SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESIDENCE, 68 FEET EAST
OF THE CENTER LINE OF DRIVEWAY TO RESIDENCE, 34 FEET NORTH OF THE
CENTER LINE OF HOWE ROAD, 24 FEET NORTHWEST OF POWER LINE POLE
CF 1515, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
OF A CONCRETE POST FLUSH WITH THE GROUND.
HOWE RD IS NOW 4 LANES WITH SIDEWALK IN THIS AREA. NO HOUSE WITH THIS ADDRESS.
-5/27/2004
|
2013-09-03 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1193 ***********************************************************************
MB1193 DESIGNATION - K 302
MB1193 PID - MB1193
MB1193 STATE/COUNTY- OH/SUMMIT
MB1193
MB1193 HORZ DATUM - NAD 83(1986)
MB1193 VERT DATUM - NAVD 88
MB1193
MB1193 POSITION - 41 07 09. (N) 081 28 33. (W) SCALED
MB1193 83 minus 27 - +00. -01. SCALED
MB1193
MB1193 HEIGHT - 330.611 (meters) 1084.68 (feet) ADJUST
MB1193 88 minus 29 -0.20 ADJ UNCHK
MB1193 ***********************************************************************
MB1193
MB1193 GEOID HEIGHT- -33.69 GEOID90
MB1193 MODELED GRAV- 980,178.8 NAVD88
MB1193
MB1193
MB1193 VERT ORDER - FIRST CLASS 2
MB1193
MB1193
MB1193.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1193.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1193.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1193
MB1193
MB1193
MB1193
MB1193_STATION MARK IS A BENCH MARK DISK
MB1193_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1193_THE MARK IS STAMPED: K 302 1964
MB1193
MB1193 HISTORY - Year Condition Recov. By
MB1193 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1193
MB1193 STATION DESCRIPTION
MB1193
MB1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1193'ABOUT 0.65 MILE EAST ALONG HOWE ROAD FROM ITS CROSSING OF THE
MB1193'BALTIMORE AND OHIO RAILROAD, ABOUT 0.55 MILE WEST OF THE
MB1193'INTERSECTION OF HOWE AND BRITTAIN ROAD, 0.45 MILE WEST OF THE
MB1193'CHAPEL HILL CHURCH, AT THE SOUTHEAST CORNER OF THE LAWN FOR THE
MB1193'RESIDENCE OF MR. FRANK BIERMAN AT 571 HOWE ROAD, 70 FEET
MB1193'SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESIDENCE, 68 FEET EAST
MB1193'OF THE CENTER LINE OF DRIVEWAY TO RESIDENCE, 34 FEET NORTH OF THE
MB1193'CENTER LINE OF HOWE ROAD, 24 FEET NORTHWEST OF POWER LINE POLE
MB1193'CF 1515, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP
MB1193'OF A CONCRETE POST FLUSH WITH THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2250672.0
|
530836.9375
|
0101000020960E000046F4D47FD72B414175E55C5229332041
|
true
|
2013-09-04 10:48:00 -0400
|
false
|
41.11916666666666666667
|
-81.47583333333333333334
|
-81.4758333333333
|
41.1191666666665
|
2250670.99868635
|
530836.660864993
|
686005.892411383
|
161799.337830308
|
62
|
62
|
K 303
|
MB1221
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1991 GOOD UNITED STATES POWER SQUADRON
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
1
|
30.0
|
N
|
81
|
28
|
25.0
|
W
|
SCALED
|
-33.55
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
318.356
|
1044.47
|
ADJUST
|
|
|
|
|
|
|
|
980169.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 274 FEET SOUTH OF THE SOUTH ENTRANCE TO THE
GOODYEAR TIRE AND RUBBER COMPANY PLANT, SET VERTICALLY IN THE
NORTHWEST FACE OF THE CONCRETE BASE OF PIER ON EAST-SOUTHEAST
END OF THE U.S. HIGHWAY 224 OVERPASS OVER A SPUR RAILROAD TRACK
AND ROAD FROM U.S. HIGHWAY 224 TO GOODYEAR TIRE AND RUBBER
COMPANY PLANT C, 233 FEET SOUTH-SOUTHWEST OF THE CENTER LINE
OF STREET (OLD HIGHWAY 224) ON THE SOUTH SIDE OF PLANT, 68
FEET EAST-SOUTHEAST AND ACROSS ROAD FROM THE EAST-SOUTHEAST
RAIL OF SPUR TRACK, 28 FEET EAST-SOUTHEAST OF THE CENTER LINE OF
ROAD LEADING TO PLANT FROM HIGHWAY, 3 FEET ABOVE THE LEVEL OF
THE ROAD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1991 (MRP)
RECOVERED IN GOOD CONDITION
|
2012-05-02 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1221 ***********************************************************************
MB1221 DESIGNATION - K 303
MB1221 PID - MB1221
MB1221 STATE/COUNTY- OH/SUMMIT
MB1221
MB1221 HORZ DATUM - NAD 83(1986)
MB1221 VERT DATUM - NAVD 88
MB1221
MB1221 POSITION - 41 01 30. (N) 081 28 25. (W) SCALED
MB1221 83 minus 27 - +00. -01. SCALED
MB1221
MB1221 HEIGHT - 318.356 (meters) 1044.47 (feet) ADJUST
MB1221 88 minus 29 -0.194 ADJUSTED
MB1221 ***********************************************************************
MB1221
MB1221 GEOID HEIGHT- -33.55 GEOID90
MB1221 MODELED GRAV- 980,169.2 NAVD88
MB1221
MB1221
MB1221 VERT ORDER - FIRST CLASS 2
MB1221
MB1221
MB1221.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1221.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1221.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1221
MB1221
MB1221
MB1221
MB1221_STATION MARK IS A BENCH MARK DISK
MB1221_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1221_THE MARK IS STAMPED: K 303 1964
MB1221
MB1221 HISTORY - Year Condition Recov. By
MB1221 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1221 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1221 HISTORY - 1991 GOOD UNITED STATES POWER SQUADRON
MB1221
MB1221 STATION DESCRIPTION
MB1221
MB1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1221'AT AKRON, ABOUT 274 FEET SOUTH OF THE SOUTH ENTRANCE TO THE
MB1221'GOODYEAR TIRE AND RUBBER COMPANY PLANT, SET VERTICALLY IN THE
MB1221'NORTHWEST FACE OF THE CONCRETE BASE OF PIER ON EAST-SOUTHEAST
MB1221'END OF THE U.S. HIGHWAY 224 OVERPASS OVER A SPUR RAILROAD TRACK
MB1221'AND ROAD FROM U.S. HIGHWAY 224 TO GOODYEAR TIRE AND RUBBER
MB1221'COMPANY PLANT C, 233 FEET SOUTH-SOUTHWEST OF THE CENTER LINE
MB1221'OF STREET (OLD HIGHWAY 224) ON THE SOUTH SIDE OF PLANT, 68
MB1221'FEET EAST-SOUTHEAST AND ACROSS ROAD FROM THE EAST-SOUTHEAST
MB1221'RAIL OF SPUR TRACK, 28 FEET EAST-SOUTHEAST OF THE CENTER LINE OF
MB1221'ROAD LEADING TO PLANT FROM HIGHWAY, 3 FEET ABOVE THE LEVEL OF
MB1221'THE ROAD.
MB1221
MB1221 STATION RECOVERY (1983)
MB1221
MB1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1221'RECOVERED AS DESCRIBED.
MB1221
MB1221 STATION RECOVERY (1991)
MB1221
MB1221'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1991 (MRP)
MB1221'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2251687.25
|
496538.875
|
0101000020960E00006F40877BD32D41411570744A694E1E41
|
true
|
2012-05-03 10:30:00 -0400
|
false
|
41.025
|
-81.47361111111111111111
|
-81.4736111111111
|
41.0249999999998
|
2251686.96506505
|
496538.3227098
|
686315.559582947
|
151345.183452297
|
74
|
74
|
AKRON RM 1
|
MB1376
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 COAST AND GEODETIC SURVEYHISTORY - 2007 GOOD US POWER SQUADRONHISTORY - 2012 GOOD SCE 2015- FOUND GOOD CONDITION SUMMIT COUNTY SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
6
|
57.25834
|
N
|
81
|
32
|
54.35569
|
W
|
ADJUSTED
|
-33.69
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161368.108
|
679913.505
|
0.99993949
|
+
|
0
|
37
|
30.5
|
|
MT
|
|
|
|
|
330.647
|
1084.8
|
ADJUST
|
|
-0.21
|
DEFLEC90
|
|
|
|
|
980181.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
AT AKRON, IN THE NORTHWEST PART OF THE CITY, NEAR THE JUNCTION OF NORTH PORTAGE PATH AND GARMAN ROAD, 142.8 FEET SOUTHEAST OF AND ACROSS NORTH PORTAGE PATH FROM THE STATION, 24 FEET EAST OF THE CENTER LINE OF NORTH PORTAGE PATH, 3 FEET WEST OF A POWER LINE POLE, 21 FEET SOUTHWEST OF A 16 INCH OAK TREE, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
RECOVERY NOTE BY US POWER SQUADRON 2007
RECOVERED IN GOOD CONDITION
|
2018-06-08 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1376 ***********************************************************************
MB1376 DESIGNATION - AKRON RM 1
MB1376 PID - MB1376
MB1376 STATE/COUNTY- OH/SUMMIT
MB1376
MB1376 HORZ DATUM - NAD 83(1986)
MB1376 VERT DATUM - NAVD 88
MB1376
MB1376 POSITION - 41 06 57.25834(N) 081 32 54.35569(W) ADJUSTED
MB1376 83 minus 27 - +00.19574 -00.56301 ADJUSTED
MB1376
MB1376 HEIGHT - 330.647 (meters) 1084.80 (feet) ADJUST
MB1376 88 minus 29 -0.19 ADJ UNCHK
MB1376 ***********************************************************************
MB1376
MB1376 LAPLACE CORR- -0.21 DEFLEC90
MB1376 GEOID HEIGHT- -33.69 GEOID90
MB1376 MODELED GRAV- 980,181.2 NAVD88
MB1376
MB1376
MB1376 HORZ ORDER - SECOND
MB1376 VERT ORDER - FIRST CLASS 2
MB1376
MB1376
MB1376.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1376.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1376.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1376.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1376
MB1376; North East Scale Converg.
MB1376;SPC OH N - 161,368.108 679,913.505 0.99993949 +0 37 30.5 MT
MB1376;UTM 17 - 4,551,768.665 453,956.815 0.99962609 -0 21 38.3 MT
MB1376
MB1376
MB1376
MB1376_STATION MARK IS A REFERENCE MARK DISK
MB1376_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1376_THE MARK IS STAMPED: AKRON NO 1 1943
MB1376
MB1376 HISTORY - Year Condition Recov. By
MB1376 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1376 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB1376
MB1376 STATION DESCRIPTION
MB1376
MB1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB1376'NO TEXT AVAILABLE.
|
|
|
|
|
|
|
|
|
|
|
|
2230683.0
|
529422.125
|
0101000020960E00009F26ED71CD0441412CDDDEBC1B282041
|
true
|
2012-05-17 03:34:00 -0400
|
false
|
41.11590509444444444444
|
-81.54843213611111111111
|
-81.5484321361111
|
41.1159050944443
|
2230682.89004977
|
529421.868887817
|
679913.504714179
|
161368.108373206
|
75
|
75
|
AKRON RM 2
|
MB1377
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 COAST AND GEODETIC SURVEYHISTORY - 2007 GOOD US POWER SQUADRON HISTORY - 2012 GOOD SCE 2015- FOUND GOOD CONDITION SUMMIT COUNTY SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
6
|
59.12617
|
N
|
81
|
32
|
56.96423
|
W
|
ADJUSTED
|
-33.69
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161425.058
|
679852.027
|
0.9999395
|
+
|
0
|
37
|
28.8
|
|
MT
|
|
|
|
|
331.531
|
1087.7
|
ADJUST
|
|
-0.21
|
DEFLEC90
|
|
|
|
|
980181.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
AT AKRON, IN THE NORTHWEST PART OF THE CITY, 140.8 FEET NORTHWEST OF AND ACROSS GARMAN ROAD FROM THE STATION, NEAR THE JUNCTION OF GARMAN ROAD AND NORTH PORTAGE PATH, 24 FEET NORTH OF THE CENTER LINE OF GARMAN ROAD, 57 FEET WEST OF A POWER LINE POLE, 1 FOOT SOUTH OF A MAN MADE ROCK WALL, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND AND 2 FEET ABOVE THE LEVEL OF GARMAN ROAD.
|
2018-06-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1377 ***********************************************************************
MB1377 DESIGNATION - AKRON RM 2
MB1377 PID - MB1377
MB1377 STATE/COUNTY- OH/SUMMIT
MB1377
MB1377 HORZ DATUM - NAD 83(1986)
MB1377 VERT DATUM - NAVD 88
MB1377
MB1377 POSITION - 41 06 59.12617(N) 081 32 56.96423(W) ADJUSTED
MB1377 83 minus 27 - +00.19627 -00.56217 ADJUSTED
MB1377
MB1377 HEIGHT - 331.531 (meters) 1087.70 (feet) ADJUST
MB1377 88 minus 29 -0.20 ADJ UNCHK
MB1377 ***********************************************************************
MB1377
MB1377 LAPLACE CORR- -0.21 DEFLEC90
MB1377 GEOID HEIGHT- -33.69 GEOID90
MB1377 MODELED GRAV- 980,181.2 NAVD88
MB1377
MB1377
MB1377 HORZ ORDER - SECOND
MB1377 VERT ORDER - FIRST CLASS 2
MB1377
MB1377
MB1377.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1377.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1377.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1377.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1377
MB1377; North East Scale Converg.
MB1377;SPC OH N - 161,425.058 679,852.027 0.99993950 +0 37 28.8 MT
MB1377;UTM 17 - 4,551,826.646 453,896.345 0.99962616 -0 21 40.1 MT
MB1377
MB1377
MB1377
MB1377_STATION MARK IS A REFERENCE MARK DISK
MB1377_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1377_THE MARK IS STAMPED: AKRON NO 2 1943
MB1377
MB1377 HISTORY - Year Condition Recov. By
MB1377 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1377 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB1377
MB1377 STATION DESCRIPTION
MB1377
MB1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB1377'NO TEXT AVAILABLE.
|
|
|
|
|
|
|
|
|
|
|
|
2230481.25
|
529608.9375
|
0101000020960E00009714869868044141ADEFAA6C91292041
|
true
|
2012-05-17 03:40:00 -0400
|
false
|
41.11642393611111111111
|
-81.54915673055555555555
|
-81.5491567305556
|
41.116423936111
|
2230481.19159181
|
529608.71224164
|
679852.026901237
|
161425.058341351
|
79
|
79
|
K 337
|
MB1816
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
STAINLESS STEEL ROD
|
K 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2013 NOT RECOVERED COSE SURVEY FIELD CREW - CNF 2022 COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
18
|
28.0
|
N
|
81
|
30
|
5.0
|
W
|
SCALED
|
-34.03
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
306.839
|
1006.69
|
ADJUST
|
|
|
|
|
|
|
|
980186.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
IN MACEDONIA, ALONG COUNTY ROUTE 25 (VALLEY VIEW ROAD), NEAR THE
SOUTHWEST ENTRANCE TO THE KELLY-SPRINGFIELD TIRE COMPANY, CLEVELAND
DISTRIBUTION CENTER, 16.06 METERS (52.7 FT) SOUTHWEST OF THE
CENTERLINE OF THE HIGHWAY, 23.13 METERS (75.9 FT) NORTH-NORTHWEST OF
THE CENTER OF THE DRIVE, 15.21 METERS (49.9 FT) SOUTH OF A FIRE
HYDRANT, 1.16 METERS (3.8 FT) NORTH-NORTHWEST OF A UTILITY POLE WITH
THREE GUY WIRES.
THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 5.9 METER
THE STATION IS 0.18 METERS BELOW THE HEIGHT OF HIGHWAY .
|
2016-08-02 00:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1816 ***********************************************************************
MB1816 DESIGNATION - K 337
MB1816 PID - MB1816
MB1816 STATE/COUNTY- OH/SUMMIT
MB1816
MB1816 HORZ DATUM - NAD 83(1986)
MB1816 VERT DATUM - NAVD 88
MB1816
MB1816 POSITION - 41 18 28. (N) 081 30 05. (W) SCALED
MB1816 83 minus 27 - +00. -01. SCALED
MB1816
MB1816 HEIGHT - 306.839 (meters) 1006.69 (feet) ADJUST
MB1816 88 minus 29 -0.212 ADJUSTED
MB1816 ***********************************************************************
MB1816
MB1816 GEOID HEIGHT- -34.03 GEOID90
MB1816 MODELED GRAV- 980,186.9 NAVD88
MB1816
MB1816
MB1816 VERT ORDER - FIRST CLASS 2
MB1816
MB1816
MB1816.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1816.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1816.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1816
MB1816
MB1816
MB1816
MB1816_STATION MARK IS A FLANGE-ENCASED ROD
MB1816_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
MB1816_THE MONUMENT IS 0.18 METERS BELOW THE HEIGHT OF HIGHWAY
MB1816_THE MARK IS STAMPED: K 337 1983
MB1816
MB1816 HISTORY - Year Condition Recov. By
MB1816 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1816 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1816
MB1816 STATION DESCRIPTION
MB1816
MB1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1816'IN MACEDONIA, ALONG COUNTY ROUTE 25 (VALLEY VIEW ROAD), NEAR THE
MB1816'SOUTHWEST ENTRANCE TO THE KELLY-SPRINGFIELD TIRE COMPANY, CLEVELAND
MB1816'DISTRIBUTION CENTER, 16.06 METERS (52.7 FT) SOUTHWEST OF THE
MB1816'CENTERLINE OF THE HIGHWAY, 23.13 METERS (75.9 FT) NORTH-NORTHWEST OF
MB1816'THE CENTER OF THE DRIVE, 15.21 METERS (49.9 FT) SOUTH OF A FIRE
MB1816'HYDRANT, 1.16 METERS (3.8 FT) NORTH-NORTHWEST OF A UTILITY POLE WITH
MB1816'THREE GUY WIRES.
MB1816'THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 5.9 METER
MB1816'THE STATION IS 0.18 METERS BELOW THE HEIGHT OF HIGHWAY .
|
|
|
|
|
|
|
|
|
|
|
|
2242843.75
|
599469.3125
|
0101000020960E0000467154CE8D1C4141517079F05A4B2241
|
true
|
2013-11-27 04:28:00 -0500
|
false
|
41.30777777777777777778
|
-81.50138888888888888889
|
-81.5013888888889
|
41.3077777777776
|
2242843.61195198
|
599469.469676504
|
683620.100163163
|
182718.659794702
|
80
|
80
|
L 178
|
MB1174
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
53.0
|
N
|
81
|
29
|
4.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
304.01
|
997.41
|
ADJUST
|
|
|
|
|
|
|
|
980174.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT EAST AKRON, ABOUT 0.4 MILE SOUTH ALONG THE BALTIMORE AND OHIO
RAILROAD FROM MARKET STREET OVERPASS OVER TRACKS, AT THE OVERPASS
OF AKRON, CANTON AND YOUNGSTOWN RAILROAD OVER THE B. AND O. RR
AND RIVER STREET, ABOUT 142 YARDS NORTHWEST OF CROSSING OF SECOND
AVENUE, SET VERTICALLY IN THE NORTHEAST FACE OF CONCRETE BASE OF
STEEL PIER WHICH IS BETWEEN THE B. AND O. TRACKS AND RIVER
STREET, 29 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 94
FEET EAST-SOUTHEAST OF CENTER OF JUNCTION OF RIVER AND FACTORY
STREETS, ABOUT 4 FEET ABOVE LEVEL OF TRACK AND 3 FEET ABOVE
GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2018-12-04 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1174 ***********************************************************************
MB1174 DESIGNATION - L 178
MB1174 PID - MB1174
MB1174 STATE/COUNTY- OH/SUMMIT
MB1174
MB1174 HORZ DATUM - NAD 83(1986)
MB1174 VERT DATUM - NAVD 88
MB1174
MB1174 POSITION - 41 03 53. (N) 081 29 04. (W) SCALED
MB1174 83 minus 27 - +00. -01. SCALED
MB1174
MB1174 HEIGHT - 304.010 (meters) 997.41 (feet) ADJUST
MB1174 88 minus 29 -0.195 ADJUSTED
MB1174 ***********************************************************************
MB1174
MB1174 GEOID HEIGHT- -33.60 GEOID90
MB1174 MODELED GRAV- 980,174.1 NAVD88
MB1174
MB1174
MB1174 VERT ORDER - FIRST CLASS 2
MB1174
MB1174
MB1174.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1174.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1174.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1174
MB1174
MB1174
MB1174
MB1174_STATION MARK IS A BENCH MARK DISK
MB1174_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1174_THE MARK IS STAMPED: L 178 1954
MB1174
MB1174 HISTORY - Year Condition Recov. By
MB1174 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1174 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1174 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1174
MB1174 STATION DESCRIPTION
MB1174
MB1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1174'AT EAST AKRON, ABOUT 0.4 MILE SOUTH ALONG THE BALTIMORE AND OHIO
MB1174'RAILROAD FROM MARKET STREET OVERPASS OVER TRACKS, AT THE OVERPASS
MB1174'OF AKRON, CANTON AND YOUNGSTOWN RAILROAD OVER THE B. AND O. RR
MB1174'AND RIVER STREET, ABOUT 142 YARDS NORTHWEST OF CROSSING OF SECOND
MB1174'AVENUE, SET VERTICALLY IN THE NORTHEAST FACE OF CONCRETE BASE OF
MB1174'STEEL PIER WHICH IS BETWEEN THE B. AND O. TRACKS AND RIVER
MB1174'STREET, 29 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 94
MB1174'FEET EAST-SOUTHEAST OF CENTER OF JUNCTION OF RIVER AND FACTORY
MB1174'STREETS, ABOUT 4 FEET ABOVE LEVEL OF TRACK AND 3 FEET ABOVE
MB1174'GROUND.
MB1174
MB1174 STATION RECOVERY (1983)
MB1174
MB1174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1174'RECOVERED AS DESCRIBED.
MB1174
MB1174 STATION RECOVERY (1989)
MB1174
MB1174'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1174'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2248529.75
|
510975.0
|
0101000020960E0000736D7FCDA827414197BEBE67F92F1F41
|
true
|
2012-04-27 07:05:00 -0400
|
false
|
41.06472222222222222222
|
-81.48444444444444444444
|
-81.4844444444445
|
41.0647222222221
|
2248529.60545128
|
510974.35131357
|
685353.194447938
|
155745.293770947
|
81
|
81
|
L 179
|
KY1739
|
OH
|
Summit
|
|
USCGS
|
1953-12-31 19:00:00 -0500
|
DISK IN ROCK
|
L 179 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE SCE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
40
|
57
|
36.0
|
N
|
81
|
36
|
45.0
|
W
|
SCALED
|
-33.41
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
295.771
|
970.38
|
ADJUST
|
|
|
|
|
|
|
|
980172.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
3.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
CONTROL TOWER AT WARWICK, IN THE TOP OF AN OUTCROPPING SANDSTONE
LEDGE ABOUT 3 BY 1 FOOT, 7 3/4 FEET WEST OF WEST RAIL OF WEST
TRACK, 256 1/2 FEET NORTH OF NORTHEAST CORNER OF A SIGNAL
BATTERY BOX, 78 FEET SOUTH-SOUTHWEST OF A POWER POLE, 35 1/2
FEET WEST AND ACROSS TRACK FROM MILE POST 24, ABOUT LEVEL WITH
TRACK. NOTE-- MARK IS ABOUT 3.65 MILES SOUTH ALONG THE B. AND
O. RR FROM THE STATION AT BARBERTON, SUMMIT COUNTY.
SCE 2000-DID NOT FIND ROCK OUTCROPPING. FOUND SIGNAL BATTERY BOX AND POLE STUMP. MONUMENT NOT RECOVERED
|
2013-11-13 19:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1739 ***********************************************************************
KY1739 DESIGNATION - L 179
KY1739 PID - KY1739
KY1739 STATE/COUNTY- OH/SUMMIT
KY1739
KY1739 HORZ DATUM - NAD 83(1986)
KY1739 VERT DATUM - NAVD 88
KY1739
KY1739 POSITION - 40 57 36. (N) 081 36 45. (W) SCALED
KY1739 83 minus 27 - +00. -01. SCALED
KY1739
KY1739 HEIGHT - 295.771 (meters) 970.38 (feet) ADJUST
KY1739 88 minus 29 -0.22 ADJ UNCHK
KY1739 ***********************************************************************
KY1739
KY1739 GEOID HEIGHT- -33.41 GEOID90
KY1739 MODELED GRAV- 980,172.6 NAVD88
KY1739
KY1739
KY1739 VERT ORDER - FIRST CLASS 2
KY1739
KY1739
KY1739.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1739.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1739.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1739
KY1739
KY1739
KY1739
KY1739_STATION MARK IS A BENCH MARK DISK
KY1739_WITH SETTING: SET IN ROCK OUTCROP
KY1739_THE MARK IS STAMPED: L 179 1954
KY1739
KY1739 HISTORY - Year Condition Recov. By
KY1739 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY1739 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
KY1739
KY1739 STATION DESCRIPTION
KY1739
KY1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
KY1739'3.3 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
KY1739'CONTROL TOWER AT WARWICK, IN THE TOP OF AN OUTCROPPING SANDSTONE
KY1739'LEDGE ABOUT 3 BY 1 FOOT, 7 3/4 FEET WEST OF WEST RAIL OF WEST
KY1739'TRACK, 256 1/2 FEET NORTH OF NORTHEAST CORNER OF A SIGNAL
KY1739'BATTERY BOX, 78 FEET SOUTH-SOUTHWEST OF A POWER POLE, 35 1/2
KY1739'FEET WEST AND ACROSS TRACK FROM MILE POST 24, ABOUT LEVEL WITH
KY1739'TRACK. NOTE-- MARK IS ABOUT 3.65 MILES SOUTH ALONG THE B. AND
KY1739'O. RR FROM THE STATION AT BARBERTON, SUMMIT COUNTY.
|
|
|
|
|
|
|
|
|
|
|
|
2213608.25
|
472437.5
|
0101000020960E000088AFA28974E34041C16CD550D7D51C41
|
true
|
2013-11-14 09:51:00 -0500
|
false
|
40.96
|
-81.6125
|
-81.6125
|
40.9599999999999
|
2213609.07527727
|
472437.828939151
|
674709.395563304
|
143999.338259311
|
92
|
92
|
ANN S CO
|
MB1094
|
OH
|
Summit
|
|
USCGS
|
1933-12-31 19:00:00 -0500
|
DISK
|
ANN 1934
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1937 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
HISTORY - 2004 UNABLE TO LOCATE SCE
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
7
|
10.0
|
N
|
81
|
29
|
21.0
|
W
|
SCALED
|
-33.69
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
306.594
|
1005.88
|
ADJUST
|
|
|
|
|
|
|
|
980179.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
1.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
AT CUYAHOGA FALLS, SUMMIT COUNTY 146 YARDS SOUTH OF MILEPOST
H 9, 150 YARDS NORTHEAST OF THE TWIN CHIMNEYS OF A POWER PLANT,
103 YARDS NORTHEAST OF AN AKRON CORPORATION-LIMIT SIGN, 31 YARDS
NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO THE O CONNER
LUMBER CO., IN THE CENTER OF THE TOP OF AN ABANDONED CONCRETE
TRANSMISSION POLE BASE, 24.6 FEET WEST OF THE WEST RAIL OF THE
MAIN TRACK, 7.5 FEET WEST OF THE WEST RAIL OF A SIDING, AND ABOUT
2 FEET LOWER THAN THE TRACK. A STANDARD DISK, STAMPED ANN 1934.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MARK NOT FOUND.
|
2013-07-09 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1094 ***********************************************************************
MB1094 DESIGNATION - ANN S CO
MB1094 PID - MB1094
MB1094 STATE/COUNTY- OH/SUMMIT
MB1094
MB1094 HORZ DATUM - NAD 83(1986)
MB1094 VERT DATUM - NAVD 88
MB1094
MB1094 POSITION - 41 07 10. (N) 081 29 21. (W) SCALED
MB1094 83 minus 27 - +00. -01. SCALED
MB1094
MB1094 HEIGHT - 306.594 (meters) 1005.88 (feet) ADJUST
MB1094 88 minus 29 -0.20 ADJ UNCHK
MB1094 ***********************************************************************
MB1094
MB1094 GEOID HEIGHT- -33.69 GEOID90
MB1094 MODELED GRAV- 980,179.9 NAVD88
MB1094
MB1094
MB1094 VERT ORDER - FIRST CLASS 2
MB1094
MB1094
MB1094.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1094.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1094.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1094
MB1094
MB1094
MB1094
MB1094_STATION MARK IS A BENCH MARK DISK
MB1094_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1094_THE MARK IS STAMPED: ANN 1934
MB1094
MB1094 HISTORY - Year Condition Recov. By
MB1094 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1094 HISTORY - 1937 GOOD NATIONAL GEODETIC SURVEY
MB1094 HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1094
MB1094 STATION DESCRIPTION
MB1094
MB1094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
MB1094'1.2 MILES SOUTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
MB1094'AT CUYAHOGA FALLS, SUMMIT COUNTY 146 YARDS SOUTH OF MILEPOST
MB1094'H 9, 150 YARDS NORTHEAST OF THE TWIN CHIMNEYS OF A POWER PLANT,
MB1094'103 YARDS NORTHEAST OF AN AKRON CORPORATION-LIMIT SIGN, 31 YARDS
MB1094'NORTHEAST OF THE CENTERLINE OF THE ROAD LEADING TO THE O CONNER
MB1094'LUMBER CO., IN THE CENTER OF THE TOP OF AN ABANDONED CONCRETE
MB1094'TRANSMISSION POLE BASE, 24.6 FEET WEST OF THE WEST RAIL OF THE
MB1094'MAIN TRACK, 7.5 FEET WEST OF THE WEST RAIL OF A SIDING, AND ABOUT
MB1094'2 FEET LOWER THAN THE TRACK. A STANDARD DISK, STAMPED ANN 1934.
MB1094
MB1094 STATION RECOVERY (1983)
MB1094
MB1094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1094'MARK NOT FOUND.
|
|
|
|
|
|
|
|
|
|
|
|
2246996.5
|
530895.5
|
0101000020960E000000086C3EAA2441414E9475009E332041
|
true
|
2013-07-10 09:56:00 -0400
|
false
|
41.11944444444444444445
|
-81.48916666666666666666
|
-81.4891666666667
|
41.1194444444443
|
2246996.48767185
|
530895.000897059
|
684885.899214179
|
161817.119907649
|
93
|
93
|
AULTMAN
|
KY1218
|
OH
|
Summit
|
|
USCGS
|
1933-12-31 00:00:00 -0500
|
DISK
|
AULTMAN 1934
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1953 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1962 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2012 GOOD COSE SURVEY CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
40
|
55
|
43.0
|
N
|
81
|
25
|
10.0
|
W
|
SCALED
|
-33.46
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
339.237
|
1112.98
|
ADJUST
|
|
|
|
|
|
|
|
980155.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
AT AULTMAN, SUMMIT COUNTY, ABOUT 72 YARDS NORTH OF THE NORTH END OF
THE BALTIMORE AND OHIO RAILROAD STATION, NOW CALLED FULTON LUMBER,
ABOUT 12 YARDS NORTHWEST OF A ROAD CROSSING, IN THE EAST FACE OF
A BRICK STORE BUILDING,#3511 GREENSBURG RD, 0.7 FOOT NORTH OF THE
SOUTHEAST CORNER, 29.5 FEET WEST OF THE WEST RAIL, AND ABOUT 2 FEET
HIGHER THAN THE GROUND. A STANDARD DISK, STAMPED AULTMAN 1934
AND SET VERTICALLY.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
RECOVERED AS DESCRIBED.
|
2018-06-01 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1218 ***********************************************************************
KY1218 DESIGNATION - AULTMAN
KY1218 PID - KY1218
KY1218 STATE/COUNTY- OH/SUMMIT
KY1218
KY1218 HORZ DATUM - NAD 83(1986)
KY1218 VERT DATUM - NAVD 88
KY1218
KY1218 POSITION - 40 55 43. (N) 081 25 10. (W) SCALED
KY1218 83 minus 27 - +00. -01. SCALED
KY1218
KY1218 HEIGHT - 339.237 (meters) 1112.98 (feet) ADJUST
KY1218 88 minus 29 -0.20 ADJ UNCHK
KY1218 ***********************************************************************
KY1218
KY1218 GEOID HEIGHT- -33.46 GEOID90
KY1218 MODELED GRAV- 980,155.1 NAVD88
KY1218
KY1218
KY1218 VERT ORDER - FIRST CLASS 2
KY1218
KY1218
KY1218.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1218.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1218.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1218
KY1218
KY1218
KY1218
KY1218_STATION MARK IS A BENCH MARK DISK
KY1218_WITH SETTING: SET IN A MASSIVE STRUCTURE
KY1218_THE MARK IS STAMPED: AULTMAN 1934
KY1218
KY1218 HISTORY - Year Condition Recov. By
KY1218 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY1218 HISTORY - 1953 GOOD NATIONAL GEODETIC SURVEY
KY1218 HISTORY - 1962 GOOD NATIONAL GEODETIC SURVEY
KY1218
KY1218 STATION DESCRIPTION
KY1218
KY1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
KY1218'AT AULTMAN, SUMMIT COUNTY, ABOUT 72 YARDS NORTH OF THE NORTH END OF
KY1218'THE BALTIMORE AND OHIO RAILROAD STATION, ABOUT 12 YARDS NORTHWEST
KY1218'OF A ROAD CROSSING, IN THE EAST FACE OF A BRICK STORE BUILDING,
KY1218'0.7 FOOT NORTH OF THE SOUTHEAST CORNER, 29.5 FEET WEST OF THE
KY1218'WEST RAIL, AND ABOUT 2 FEET HIGHER THAN THE GROUND. A STANDARD
KY1218'DISK, STAMPED AULTMAN 1934 AND SET VERTICALLY.
KY1218
KY1218 STATION RECOVERY (1962)
KY1218
KY1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
KY1218'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2267067.0
|
461604.78125
|
0101000020960E000016D79D1ADD4B4141392FD427922C1C41
|
true
|
2012-09-13 07:23:00 -0400
|
false
|
40.92861111111111111111
|
-81.41944444444444444445
|
-81.4194444444445
|
40.928611111111
|
2267066.2079419
|
461604.538895357
|
691003.162187015
|
140697.344849977
|
94
|
94
|
B 179
|
MB1297
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2011 DISK HAS BEEN REMOVED FROM WALL SCE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
13.0
|
N
|
81
|
34
|
22.0
|
W
|
SCALED
|
-33.54
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
298.642
|
979.79
|
ADJUST
|
|
|
|
|
|
|
|
980172.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
ABOUT 2.45 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
FROM THE STATION AT BARBERTON, AT AKRON, ABOUT 4.5 MILES
SOUTHWEST OF THE UNION STATION, ABOUT 0.1 MILE EAST-NORTHEAST AND
ACROSS TRACKS FROM MILE POST 18, SET VERTICALLY IN THE SOUTH
BRICK FACE OF GALATS PACKING COMPANY BUILDING, 35 1/2 FEET NORTH
OF NORTH RAIL OF MAIN NORTH TRACK, 434 FEET WEST OF WEST SIDE OF
THE TWENTY-SEVENTH STREET OVERPASS OVER THE TRACKS, 0.7 FOOT WEST
OF SOUTHEAST CORNER OF BUILDING, ABOUT LEVEL WITH TRACKS AND
ABOUT 3 1/2 FEET ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
DESCRIBED BY SUMMIT COUNTY ENGINEER 2011
DISK HAS BEEN REMOVED FROM WALL
|
2011-09-29 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1297 ***********************************************************************
MB1297 DESIGNATION - B 179
MB1297 PID - MB1297
MB1297 STATE/COUNTY- OH/SUMMIT
MB1297
MB1297 HORZ DATUM - NAD 83(1986)
MB1297 VERT DATUM - NAVD 88
MB1297
MB1297 POSITION - 41 02 13. (N) 081 34 22. (W) SCALED
MB1297 83 minus 27 - +00. -01. SCALED
MB1297
MB1297 HEIGHT - 298.642 (meters) 979.79 (feet) ADJUST
MB1297 88 minus 29 -0.20 ADJ UNCHK
MB1297 ***********************************************************************
MB1297
MB1297 GEOID HEIGHT- -33.54 GEOID90
MB1297 MODELED GRAV- 980,172.8 NAVD88
MB1297
MB1297
MB1297 VERT ORDER - FIRST CLASS 2
MB1297
MB1297
MB1297.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1297.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1297.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1297
MB1297
MB1297
MB1297
MB1297_STATION MARK IS A BENCH MARK DISK
MB1297_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1297_THE MARK IS STAMPED: B 179 1954
MB1297
MB1297 HISTORY - Year Condition Recov. By
MB1297 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1297 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1297
MB1297 STATION DESCRIPTION
MB1297
MB1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1297'ABOUT 2.45 MILES NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
MB1297'FROM THE STATION AT BARBERTON, AT AKRON, ABOUT 4.5 MILES
MB1297'SOUTHWEST OF THE UNION STATION, ABOUT 0.1 MILE EAST-NORTHEAST AND
MB1297'ACROSS TRACKS FROM MILE POST 18, SET VERTICALLY IN THE SOUTH
MB1297'BRICK FACE OF GALATS PACKING COMPANY BUILDING, 35 1/2 FEET NORTH
MB1297'OF NORTH RAIL OF MAIN NORTH TRACK, 434 FEET WEST OF WEST SIDE OF
MB1297'THE TWENTY-SEVENTH STREET OVERPASS OVER THE TRACKS, 0.7 FOOT WEST
MB1297'OF SOUTHEAST CORNER OF BUILDING, ABOUT LEVEL WITH TRACKS AND
MB1297'ABOUT 3 1/2 FEET ABOVE GROUND.
MB1297
MB1297 STATION RECOVERY (1963)
MB1297
MB1297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1297'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2224281.25
|
500583.6875
|
0101000020960E0000EBA77E8C4CF84041FAA8F5629D8D1E41
|
true
|
2011-11-28 06:19:00 -0500
|
false
|
41.03694444444444444444
|
-81.57277777777777777778
|
-81.5727777777778
|
41.0369444444443
|
2224281.09761523
|
500583.346640244
|
677962.234477591
|
152578.109212149
|
95
|
95
|
B 301
|
MB1391
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2011 GOOD SCE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
8.0
|
N
|
81
|
32
|
55.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
308.91
|
1013.48
|
ADJUST
|
|
|
|
|
|
|
|
980175.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, SET VERTICALLY IN THE SOUTHWEST BRICK WALL AT THE
WEST CORNER OF SOUTH HIGH SCHOOL (MILLER SCHOOL FOR THE PERFORMING ARTS), ABOUT 0.1 MILE SOUTHWEST OF
THE JUNCTION OF WOOSTER AVE AND EAST AVE, 78.5 FEET SOUTHEAST
OF THE SOUTHEAST CURB OF EAST AVE, 1.0 FOOT SOUTHEAST OF THE
WEST CORNER OF SCHOOL AND ABOUT 2 FEET ABOVE THE GROUND.
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1391 ***********************************************************************
MB1391 DESIGNATION - B 301
MB1391 PID - MB1391
MB1391 STATE/COUNTY- OH/SUMMIT
MB1391
MB1391 HORZ DATUM - NAD 83(1986)
MB1391 VERT DATUM - NAVD 88
MB1391
MB1391 POSITION - 41 04 08. (N) 081 32 55. (W) SCALED
MB1391 83 minus 27 - +00. -01. SCALED
MB1391
MB1391 HEIGHT - 308.910 (meters) 1013.48 (feet) ADJUST
MB1391 88 minus 29 -0.20 ADJ UNCHK
MB1391 ***********************************************************************
MB1391
MB1391 GEOID HEIGHT- -33.60 GEOID90
MB1391 MODELED GRAV- 980,175.4 NAVD88
MB1391
MB1391
MB1391 VERT ORDER - FIRST CLASS 2
MB1391
MB1391
MB1391.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1391.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1391.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1391
MB1391
MB1391
MB1391
MB1391_STATION MARK IS A BENCH MARK DISK
MB1391_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1391_THE MARK IS STAMPED: B 301 1963
MB1391
MB1391 HISTORY - Year Condition Recov. By
MB1391 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1391
MB1391 STATION DESCRIPTION
MB1391
MB1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1391'AT AKRON, SET VERTICALLY IN THE SOUTHWEST BRICK WALL AT THE
MB1391'WEST CORNER OF SOUTH HIGH SCHOOL, ABOUT 0.1 MILE SOUTHWEST OF
MB1391'THE JUNCTION OF WOOSTER AVE. AND EAST AVE, 78.5 FEET SOUTHEAST
MB1391'OF THE SOUTHEAST CURB OF EAST AVE, 1.0 FOOT SOUTHEAST OF THE
MB1391'WEST CORNER OF SCHOOL AND ABOUT 1.5 FEET ABOVE THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2230819.5
|
512293.03125
|
0101000020960E00001ACEA93712054141573E752993441F41
|
true
|
2011-11-28 06:21:00 -0500
|
false
|
41.06888888888888888889
|
-81.54861111111111111111
|
-81.5486111111111
|
41.0688888888887
|
2230820.43486954
|
512292.790486311
|
679955.428459093
|
156147.15483452
|
96
|
96
|
B 302
|
MB1244
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
6
|
57.0
|
N
|
81
|
29
|
43.0
|
W
|
SCALED
|
-33.69
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
303.661
|
996.26
|
ADJUST
|
|
|
|
|
|
|
|
980180.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF RIVERSIDE DRIVE AND JUNIPER
AVENUE, IN THE YARD OF THE RIVERSIDE CHURCH OF CHRIST, 47.0
FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
126 FEET EAST OF THE CURB OF JUNIPER AVENUE, 40 1/2 FEET SOUTH OF
THE SOUTH CURB OF RIVERSIDE DRIVE, ABOUT 1 FOOT ABOVE RIVERSIDE
DRIVE AND SET IN THE TOP AT THE SOUTH SIDE OF A 2-BY-4 1/2-FOOT
EMBEDDED BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
NEW TIES BY SCE 2012
32.4 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF JUNIPER AVE AND
RIVERSIDE DR., 60.3 FEET SOUTH OF A TELEPHONE POWER AND LIGHT POLE #20207,
74 FEET SOUTHWEST OF A TELEPHONE POWER AND LIGHT POLE #13169, 2 FEET EAST OF THE EAST CURB OF JUNIPER AVE. AND 1 FOOT WEST OF THE SIDEWALK.
IN A 9 INCH ROUND MONUMENT BOX MARKED AKRON SURVEY 1963
DOES NOT FIT ORIGINAL TIES-POSSIBLY RESET
|
2021-12-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1244 ***********************************************************************
MB1244 DESIGNATION - B 302
MB1244 PID - MB1244
MB1244 STATE/COUNTY- OH/SUMMIT
MB1244
MB1244 HORZ DATUM - NAD 83(1986)
MB1244 VERT DATUM - NAVD 88
MB1244
MB1244 POSITION - 41 06 57. (N) 081 29 43. (W) SCALED
MB1244 83 minus 27 - +00. -01. SCALED
MB1244
MB1244 HEIGHT - 303.661 (meters) 996.26 (feet) ADJUST
MB1244 88 minus 29 -0.20 ADJ UNCHK
MB1244 ***********************************************************************
MB1244
MB1244 GEOID HEIGHT- -33.69 GEOID90
MB1244 MODELED GRAV- 980,180.1 NAVD88
MB1244
MB1244
MB1244 VERT ORDER - FIRST CLASS 2
MB1244
MB1244
MB1244.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1244.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1244.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1244
MB1244
MB1244
MB1244
MB1244_STATION MARK IS A BENCH MARK DISK
MB1244_WITH SETTING: SET IN A BOULDER
MB1244_THE MARK IS STAMPED: B 302 1964
MB1244
MB1244 HISTORY - Year Condition Recov. By
MB1244 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1244
MB1244 STATION DESCRIPTION
MB1244
MB1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1244'AT AKRON, NEAR THE INTERSECTION OF RIVERSIDE DRIVE AND JUNIPER
MB1244'AVENUE, IN THE YARD OF THE RIVERSIDE CHURCH OF CHRIST, 47.0
MB1244'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH,
MB1244'126 FEET EAST OF THE CURB OF JUNIPER AVENUE, 40 1/2 FEET SOUTH OF
MB1244'THE SOUTH CURB OF RIVERSIDE DRIVE, ABOUT 1 FOOT ABOVE RIVERSIDE
MB1244'DRIVE AND SET IN THE TOP AT THE SOUTH SIDE OF A 2-BY-4 1/2-FOOT
MB1244'EMBEDDED BOULDER PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2245328.25
|
529559.9375
|
0101000020960E00004F62880468214141C71691F52F292041
|
true
|
2012-07-23 10:41:00 -0400
|
false
|
41.11583333333333333333
|
-81.49527777777777777777
|
-81.4952777777778
|
41.1158333333332
|
2245328.03541211
|
529559.979622566
|
684377.353948319
|
161410.204609349
|
97
|
97
|
B 303 S CO
|
MB1245
|
OH
|
Summit
|
|
|
|
DISK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
5
|
15.0
|
N
|
81
|
29
|
27.0
|
W
|
SCALED
|
-33.64
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
281.643
|
924.02
|
ADJUST
|
|
|
|
|
|
|
|
980176.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, AT THE INTERSECTION OF NORTH ARLINGTON STREET AND
EAST NORTH STREET, SET ON THE TOP OF THE NORTH END OF THE
WEST CONCRETE ABUTMENT OF A BRIDGE OVER THE CUYAHOGA RIVER,
38 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION (MEASURED
UNDER TRAFFIC LIGHT) OF NORTH ARLINGTON STREET AND EAST NORTH
STREET, 29 FEET EAST OF THE EXTENDED CENTER LINE OF NORTH
ARLINGTON STREET, 10 FEET NORTH OF THE NORTH CURB OF EAST NORTH
STREET AND ABOUT LEVEL WITH THE STREETS.
|
2019-01-08 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1245 ***********************************************************************
MB1245 DESIGNATION - B 303 S CO
MB1245 PID - MB1245
MB1245 STATE/COUNTY- OH/SUMMIT
MB1245
MB1245 HORZ DATUM - NAD 83(1986)
MB1245 VERT DATUM - NAVD 88
MB1245
MB1245 POSITION - 41 05 15. (N) 081 29 27. (W) SCALED
MB1245 83 minus 27 - +00. -01. SCALED
MB1245
MB1245 HEIGHT - 281.643 (meters) 924.02 (feet) ADJUST
MB1245 88 minus 29 -0.20 ADJ UNCHK
MB1245 ***********************************************************************
MB1245
MB1245 GEOID HEIGHT- -33.64 GEOID90
MB1245 MODELED GRAV- 980,176.9 NAVD88
MB1245
MB1245
MB1245 VERT ORDER - FIRST CLASS 2
MB1245
MB1245
MB1245.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1245.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1245.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1245
MB1245
MB1245
MB1245
MB1245_STATION MARK IS A SURVEY DISK
MB1245_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1245_THE MARK IS STAMPED: B 303
MB1245
MB1245 HISTORY - Year Condition Recov. By
MB1245 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1245 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1245
MB1245 STATION DESCRIPTION
MB1245
MB1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1245'AT AKRON, AT THE INTERSECTION OF NORTH ARLINGTON STREET AND
MB1245'EAST NORTH STREET, SET ON THE TOP OF THE NORTH END OF THE
MB1245'WEST CONCRETE ABUTMENT OF A BRIDGE OVER THE CUYAHOGA RIVER,
MB1245'38 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION (MEASURED
MB1245'UNDER TRAFFIC LIGHT) OF NORTH ARLINGTON STREET AND EAST NORTH
MB1245'STREET, 29 FEET EAST OF THE EXTENDED CENTER LINE OF NORTH
MB1245'ARLINGTON STREET, 10 FEET NORTH OF THE NORTH CURB OF EAST NORTH
MB1245'STREET AND ABOUT LEVEL WITH THE STREETS.
|
|
|
|
|
|
|
|
|
|
|
|
2246671.0
|
519252.5625
|
0101000020960E000030D272FE07244141A8B1271550B11F41
|
true
|
2013-07-12 07:20:00 -0400
|
false
|
41.0875
|
-81.49083333333333333333
|
-81.4908333333333
|
41.0874999999999
|
2246671.98787906
|
519252.020659233
|
684786.991479521
|
158268.332433583
|
98
|
98
|
B S CO
|
MB1343
|
OH
|
Summit
|
|
SCE
|
|
Disk
|
B
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2014 UNABLE TO LOCATE COSE SURVEY FIELD CREW 2015 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
30.0
|
N
|
81
|
35
|
18.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
296.538
|
972.89
|
ADJUST
|
|
|
|
|
|
|
|
980175.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, ALONG COLLIER ROAD, IN THE WEST PART OF THE CITY,
ABOUT 0.6 MILE SOUTH OF THE JUNCTION OF COPLEY AND COLLIER
ROAD, 0.1 MILE NORTH OF THE T JUNCTION OF COLLIER AND WRIGHT ROAD,
SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
A 21-FOOT LONG BRIDGE OVER A SMALL CREEK, 16 FEET EAST OF THE
CENTER LINE OF COLLIER ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
COLLIER ROAD.
|
2014-05-13 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1343 ***********************************************************************
MB1343 DESIGNATION - B S CO
MB1343 PID - MB1343
MB1343 STATE/COUNTY- OH/SUMMIT
MB1343
MB1343 HORZ DATUM - NAD 83(1986)
MB1343 VERT DATUM - NAVD 88
MB1343
MB1343 POSITION - 41 04 30. (N) 081 35 18. (W) SCALED
MB1343 83 minus 27 - +00. -01. SCALED
MB1343
MB1343 HEIGHT - 296.538 (meters) 972.89 (feet) ADJUST
MB1343 88 minus 29 -0.20 ADJ UNCHK
MB1343 ***********************************************************************
MB1343
MB1343 GEOID HEIGHT- -33.60 GEOID90
MB1343 MODELED GRAV- 980,175.8 NAVD88
MB1343
MB1343
MB1343 VERT ORDER - FIRST CLASS 2
MB1343
MB1343
MB1343.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1343.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1343.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1343
MB1343
MB1343
MB1343
MB1343_STATION MARK IS A SURVEY DISK
MB1343_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1343_THE MARK IS STAMPED: B
MB1343
MB1343 HISTORY - Year Condition Recov. By
MB1343 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1343 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1343 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1343 HISTORY - 2000 NEW BRIDGE IN AREA COSE SURVEY FIELD CREW
MB1343
MB1343 STATION DESCRIPTION
MB1343
MB1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1343'AT AKRON, ALONG COLLIER ROAD, IN THE WEST PART OF THE CITY,
MB1343'ABOUT 0.6 MILE SOUTH OF THE JUNCTION OF COPLEY AND COLLIER
MB1343'ROAD, 0.1 MILE NORTH OF THE T JUNCTION OF COLLIER AND WRIGHT ROAD,
MB1343'SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF
MB1343'A 21-FOOT LONG BRIDGE OVER A SMALL CREEK, 16 FEET EAST OF THE
MB1343'CENTER LINE OF COLLIER ROAD, AND ABOUT 1 FOOT ABOVE THE LEVEL OF
MB1343'COLLIER ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2219845.25
|
514402.4375
|
0101000020960E0000F381329BA2EF4041F0C7F7A388651F41
|
true
|
2014-05-14 10:08:00 -0400
|
false
|
41.075
|
-81.58833333333333333333
|
-81.5883333333334
|
41.0749999999999
|
2219845.21247887
|
514402.160124897
|
676610.173983907
|
156790.091986234
|
99
|
99
|
L 301
|
MB1099
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
7.0
|
N
|
81
|
29
|
17.0
|
W
|
SCALED
|
-33.66
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
307.156
|
1007.73
|
ADJUST
|
|
|
|
|
|
|
|
980178.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, ALONG HOME AVENUE, NEAR THE INTERSECTION OF HOME AVENUE
AND TALLMADGE AVENUE, ON THE TOP OF A CONCRETE BASE AT THE WEST
SIDE OF THE LARGE FRED W. ALBRECHT COMPANY BUILDING, 165 FEET SOUTH
OF THE CENTER LINE OF TALLMADGE AVENUE, 130 FEET EAST OF THE CENTER
LINE OF HOME AVENUE, 47 FEET EAST OF THE EAST RAIL OF THE
BALTIMORE AND OHIO RAILROAD, 29 FEET EAST OF THE EAST RAIL OF
A SIDE TRACK, 0.3 FOOT WEST OF THE WEST FACE OF THE BUILDING AND
3 FEET ABOVE THE LEVEL OF THE TRACK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. IN AKRON, IN
THE EAST SECTION OF THE CITY, AT THE INTERSECTION OF TALLMADGE AND
HOME AVENUES, ON THE WEST SIDE AND IN THE CENTER OF THE UHAUL BUILDING, IN TOP OF AN EXTENDED CONCRETE FOOTING OF
THE BUILDING, 39.00 METERS (128.0 FT) SOUTH OF THE NORTHWEST CORNER OF
THE BUILDING, 25.60 METERS (84.0 FT) SOUTHEAST OF CONRAIL MILEPOST
127, 14.17 METERS (46.5 FT) EAST OF THE EAST RAIL OF THE MAIN TRACK OF
THE RAILROAD.
THE STATION IS 0.91 METERS ABOVE THE HEIGHT OF RAIL .
|
2016-08-29 00:00:00 -0400
|
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1099 ***********************************************************************
MB1099 DESIGNATION - L 301
MB1099 PID - MB1099
MB1099 STATE/COUNTY- OH/SUMMIT
MB1099
MB1099 HORZ DATUM - NAD 83(1986)
MB1099 VERT DATUM - NAVD 88
MB1099
MB1099 POSITION - 41 06 07. (N) 081 29 17. (W) SCALED
MB1099 83 minus 27 - +00. -01. SCALED
MB1099
MB1099 HEIGHT - 307.156 (meters) 1007.73 (feet) ADJUST
MB1099 88 minus 29 -0.198 ADJUSTED
MB1099 ***********************************************************************
MB1099
MB1099 GEOID HEIGHT- -33.66 GEOID90
MB1099 MODELED GRAV- 980,178.2 NAVD88
MB1099
MB1099
MB1099 VERT ORDER - FIRST CLASS 2
MB1099
MB1099
MB1099.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1099.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1099.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1099
MB1099
MB1099
MB1099
MB1099_STATION MARK IS A BENCH MARK DISK
MB1099_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1099_THE MONUMENT IS 0.91 METERS ABOVE THE HEIGHT OF RAIL
MB1099_THE MARK IS STAMPED: L 301 1963
MB1099
MB1099 HISTORY - Year Condition Recov. By
MB1099 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1099 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1099
MB1099 STATION DESCRIPTION
MB1099
MB1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1099'AT AKRON, ALONG HOME AVENUE, NEAR THE INTERSECTION OF HOME AVENUE
MB1099'AND TALLMADGE AVENUE, ON THE TOP OF A CONCRETE BASE AT THE WEST
MB1099'SIDE OF THE LARGE FRED W. ALBRECHT COMPANY BUILDING, 165 FEET SOUTH
MB1099'OF THE CENTER LINE OF TALLMADGE AVENUE, 130 FEET EAST OF THE CENTER
MB1099'LINE OF HOME AVENUE, 47 FEET EAST OF THE EAST RAIL OF THE
MB1099'BALTIMORE AND OHIO RAILROAD, 29 FEET EAST OF THE EAST RAIL OF
MB1099'A SIDE TRACK, 0.3 FOOT WEST OF THE WEST FACE OF THE BUILDING AND
MB1099'3 FEET ABOVE THE LEVEL OF THE TRACK.
MB1099
MB1099 STATION RECOVERY (1983)
MB1099
MB1099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1099'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. IN AKRON, IN
MB1099'THE EAST SECTION OF THE CITY, AT THE INTERSECTION OF TALLMADGE AND
MB1099'HOME AVENUES, ON THE WEST SIDE AND IN THE CENTER OF THE ABANDONED
MB1099'NOBLE SHOE COMPANY BUILDING, IN TOP OF AN EXTENDED CONCRETE FOOTING OF
MB1099'THE BUILDING, 39.00 METERS (128.0 FT) SOUTH OF THE NORTHWEST CORNER OF
MB1099'THE BUILDING, 25.60 METERS (84.0 FT) SOUTHEAST OF CONRAIL MILEPOST
MB1099'127, 14.17 METERS (46.5 FT) EAST OF THE EAST RAIL OF THE MAIN TRACK OF
MB1099'THE RAILROAD.
MB1099'THE STATION IS 0.91 METERS ABOVE THE HEIGHT OF RAIL .
|
|
|
|
|
|
|
|
|
|
|
|
2247377.5
|
524522.9375
|
0101000020960E00004839944968254141ED215642D6012041
|
true
|
2012-04-26 10:01:00 -0400
|
false
|
41.10194444444444444444
|
-81.48805555555555555555
|
-81.4880555555555
|
41.1019444444443
|
2247376.57483593
|
524523.129563389
|
685001.750013491
|
159874.969640842
|
100
|
100
|
L 302
|
MB1196
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
L 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
34.0
|
N
|
81
|
27
|
2.0
|
W
|
SCALED
|
-33.67
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
330.577
|
1084.57
|
ADJUST
|
|
|
|
|
|
|
|
980176.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 532 (NORTHWEST
AVENUE) FROM THE NORTHWEST PART OF THE TRAFFIC CIRCLE AT
TALLMADGE, NEAR THE JUNCTION OF MARK DRIVE, SET ON THE TOP OF THE
NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 3-FOOT
BOX CULVERT WITH WING WALL UNDER THE HIGHWAY, 98 FEET SOUTHEAST
OF THE CENTER LINE OF MARK DRIVE, 27 FEET SOUTHWEST OF THE CENTER
LINE OF THE HIGHWAY AND ABOUT 4 FOOT BELOW THE LEVEL OF THE
HIGHWAY.
|
2016-10-17 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1196 ***********************************************************************
MB1196 DESIGNATION - L 302
MB1196 PID - MB1196
MB1196 STATE/COUNTY- OH/SUMMIT
MB1196
MB1196 HORZ DATUM - NAD 83(1986)
MB1196 VERT DATUM - NAVD 88
MB1196
MB1196 POSITION - 41 06 34. (N) 081 27 02. (W) SCALED
MB1196 83 minus 27 - +00. -01. SCALED
MB1196
MB1196 HEIGHT - 330.577 (meters) 1084.57 (feet) ADJUST
MB1196 88 minus 29 -0.19 ADJ UNCHK
MB1196 ***********************************************************************
MB1196
MB1196 GEOID HEIGHT- -33.67 GEOID90
MB1196 MODELED GRAV- 980,176.0 NAVD88
MB1196
MB1196
MB1196 VERT ORDER - FIRST CLASS 2
MB1196
MB1196
MB1196.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1196.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1196.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1196
MB1196
MB1196
MB1196
MB1196_STATION MARK IS A BENCH MARK DISK
MB1196_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1196_THE MARK IS STAMPED: L 302 1964
MB1196
MB1196 HISTORY - Year Condition Recov. By
MB1196 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1196
MB1196 STATION DESCRIPTION
MB1196
MB1196'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1196'ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 532 (NORTHWEST
MB1196'AVENUE) FROM THE NORTHWEST PART OF THE TRAFFIC CIRCLE AT
MB1196'TALLMADGE, NEAR THE JUNCTION OF MARK DRIVE, SET ON THE TOP OF THE
MB1196'NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A 3-FOOT
MB1196'BOX CULVERT WITH WING WALL UNDER THE HIGHWAY, 98 FEET SOUTHEAST
MB1196'OF THE CENTER LINE OF MARK DRIVE, 27 FEET SOUTHWEST OF THE CENTER
MB1196'LINE OF THE HIGHWAY AND ABOUT 4 FOOT BELOW THE LEVEL OF THE
MB1196'HIGHWAY.
|
|
|
|
|
|
|
|
|
|
|
|
2257648.0
|
527347.3125
|
0101000020960E0000BB6DB6D186394141A1839B2223182041
|
true
|
2012-07-24 07:20:00 -0400
|
false
|
41.10944444444444444444
|
-81.45055555555555555556
|
-81.4505555555556
|
41.1094444444443
|
2257677.63837978
|
527377.567592729
|
688141.520461198
|
160745.004092254
|
101
|
101
|
L 303
|
MB1424
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1967 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
1
|
45.0
|
N
|
81
|
30
|
11.0
|
W
|
SCALED
|
-33.55
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
313.277
|
1027.81
|
ADJUST
|
|
|
|
|
|
|
|
980169.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, IN THE SOUTHERN PART OF THE CITY, ABOUT 0.6 MILE
WEST ALONG U.S. HIGHWAY 224 (WATERLOO ROAD) FROM THE INTERSECTION
OF SOUTH ARLINGTON STREET, SET ON THE TOP OF THE WEST END OF THE
SOUTH CONCRETE HEAD WALL OF AN 8-FOOT BOX CULVERT UNDER THE
HIGHWAY FOR A SMALL STREAM, 29 FEET SOUTH OF THE CENTER LINE OF THE
HIGHWAY, 4.5 FEET EAST OF THE WEST END OF THE HEAD WALL AND
ABOUT LEVEL WITH THE HIGHWAY. NOTE-- THIS MARK WAS RESET BECAUSE
OF THE WIDENING PROJECT OF WATERLOO ROAD AND REPLACEMENT OF THE
8-FOOT BOX CULVERT IN THE CREEK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
RECOVERED AS DESCRIBED.
|
2017-09-26 00:00:00 -0400
|
SCE
|
Good
|
Yes
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1424 ***********************************************************************
MB1424 DESIGNATION - L 303
MB1424 PID - MB1424
MB1424 STATE/COUNTY- OH/SUMMIT
MB1424
MB1424 HORZ DATUM - NAD 83(1986)
MB1424 VERT DATUM - NAVD 88
MB1424
MB1424 POSITION - 41 01 45. (N) 081 30 11. (W) SCALED
MB1424 83 minus 27 - +00. -01. SCALED
MB1424
MB1424 HEIGHT - 313.277 (meters) 1027.81 (feet) ADJUST
MB1424 88 minus 29 -0.20 ADJ UNCHK
MB1424 ***********************************************************************
MB1424
MB1424 GEOID HEIGHT- -33.55 GEOID90
MB1424 MODELED GRAV- 980,169.9 NAVD88
MB1424
MB1424
MB1424 VERT ORDER - FIRST CLASS 2
MB1424
MB1424
MB1424.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1424.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1424.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1424
MB1424
MB1424
MB1424
MB1424_STATION MARK IS A BENCH MARK DISK
MB1424_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1424_THE MARK IS STAMPED: L 303 1964
MB1424
MB1424 HISTORY - Year Condition Recov. By
MB1424 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1424 HISTORY - 1967 GOOD NATIONAL GEODETIC SURVEY
MB1424
MB1424 STATION DESCRIPTION
MB1424
MB1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1424'AT AKRON, IN THE SOUTHERN PART OF THE CITY, ABOUT 0.6 MILE
MB1424'WEST ALONG U.S. HIGHWAY 224 (WATERLOO ROAD) FROM THE INTERSECTION
MB1424'OF SOUTH ARLINGTON STREET, SET ON THE TOP OF THE WEST END OF THE
MB1424'SOUTH CONCRETE HEAD WALL OF AN 8-FOOT BOX CULVERT UNDER THE
MB1424'HIGHWAY FOR A SMALL STREAM, 29 FEET SOUTH OF THE CENTER LINE OF THE
MB1424'HIGHWAY, 4.5 FEET EAST OF THE WEST END OF THE HEAD WALL AND
MB1424'ABOUT LEVEL WITH THE HIGHWAY. NOTE-- THIS MARK WAS RESET BECAUSE
MB1424'OF THE WIDENING PROJECT OF WATERLOO ROAD AND REPLACEMENT OF THE
MB1424'8-FOOT BOX CULVERT IN THE CREEK.
MB1424
MB1424 STATION RECOVERY (1967)
MB1424
MB1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
MB1424'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2243547.0
|
497962.21875
|
0101000020960E000019CBF008ED1D4141910EA21AA8641E41
|
true
|
2012-05-22 09:58:00 -0400
|
false
|
41.02916666666666666667
|
-81.50305555555555555556
|
-81.5030555555555
|
41.0291666666665
|
2243546.06984843
|
497962.026008823
|
683834.209758221
|
151779.129085729
|
115
|
115
|
BARBERTON 2
|
MB1337
|
OH
|
Summit
|
|
USCGS
|
1950-12-31 19:00:00 -0500
|
Disk in Concrete
|
BARBERTON 2 1951
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 1975 CITY OF AKRON OHIO
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2004 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
5.88654
|
N
|
81
|
35
|
25.94359
|
W
|
ADJUSTED
|
-33.53
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
152342.969
|
676471.113
|
0.9999393
|
+
|
0
|
35
|
50.9
|
|
MT
|
|
|
|
|
337.44
|
1107.08
|
ADJUST
|
|
-0.76
|
DEFLEC90
|
|
|
|
|
980172.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED IN THE NORTH SECTION OF BARBERTON NEAR THE
BARBERTON MUNI. STANDPIPE
(NORTH). IT IS 104.74 FEET SOUTH OF THE SOUTH EDGE OF THE STANDPIPE,
56 FEET SOUTH OF THE CENTER OF THE
GRAVEL ROAD THE CIRCLES THE STANDPIPE AND 6 FEET EAST OF A
WHITE WITNESS POST. THE MARK PROJECTS 6
INCHES AND THE DISK IS STAMPED BARBERTON 2
1951.
REFERENCE MARK NO. 1 IS 35.7 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
THE STANDPIPE AND 32 FEET NORTH
OF THE CENTER OF THE GRAVEL ROAD THAT CIRCLES THE STANDPIPE.
THE MARK IS FLUSH AND THE DISK IS
STAMPED BARBERTON NO 1 1943.
REFERENCE MARK NO. 2 IS 37.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
THE STANDPIPE AND 18 FEET NORTH
OF THE CENTER OF THE GRAVEL ROAD THAT CIRCLES THE STANDPIPE.
THE MARK IS FLUSH AND THE DISK IS
STAMPED BARBERTON NO 2 1943.
TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 5 AND
U.S. HIGHWAY NO. 224
(SPRINGFIELD ROAD, WOOSTER ROAD NORTH AND OAKWOOD AVENUE) WHICH IS IN
THE NORTH SECTION OF
BARBERTON, GO WEST ON OAKWOOD AVENUE FOR 0.2 MILE TO THE INTERSECTION
WITH STATE STREET WEST, TURN LEFT
ON STATE STREET WEST AND GO 0.1 MILE TO THE
INTERSECTION WITH GLENN STREET, TURN RIGHT ON GLENN
STREET AND GO 0.15 MILE TO THE
INTERSECTION WITH SUMMIT STREET, TURN RIGHT ON SUMMIT STREET AND GO
0.15 MILE TO A DIM GRAVEL ROAD
RIGHT, TURN RIGHT AND GO 0.1 MILE ON GRAVEL ROAD TO THE STANDPIPE
AND THE STATION AS DESCRIBED.
HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
CONDITION. THE DISTANCE TO
REFERENCE MARK 1 WAS FOUND TO BE .09 FOOT SHORTER THAN PREVIOUSLY
MEASURED. THE DISTANCE TO
REFERENCE MARK 2 WAS FOUND TO BE .02 FOOT SHORTER THAN PREVIOUSLY
MEASURED. THE DIRECTION TO THE
REFERENCE MARKS CHECKED. THE DESCRIPTIONS ARE ADEQUATE.
HEIGHT OF LIGHT ABOVE STATION MARK 37.06 METERS.
RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
MARK STAMPED - BARBERTON - 2 CONDITION - O.K. - WITNESS MARKS
FOUND O.K. SET WITNESS
POSTS WITHIN (2) FEET OF EACH WITNESS MARK - DESCRIPTION ADEQUATE
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- BARBERTON NORTH 1.5
MILES
COSE COULD FIND REFERENCE MARKS IN 2004 BUT COULD NOT FIND STATION. A NEW TOWER AND BUILDING ARE AT THIS LOCATION AND IT APPEARS THE STATION HAS BEEN DESTROYED.
|
2004-10-20 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1337 ***********************************************************************
MB1337 DESIGNATION - BARBERTON 2
MB1337 PID - MB1337
MB1337 STATE/COUNTY- OH/SUMMIT
MB1337
MB1337 HORZ DATUM - NAD 83(1986)
MB1337 VERT DATUM - NAVD 88
MB1337
MB1337 POSITION - 41 02 05.88654(N) 081 35 25.94359(W) ADJUSTED
MB1337 83 minus 27 - +00.19556 -00.56799 ADJUSTED
MB1337
MB1337 HEIGHT - 337.440 (meters) 1107.08 (feet) ADJUST
MB1337 88 minus 29 -0.20 ADJ UNCHK
MB1337 ***********************************************************************
MB1337
MB1337 LAPLACE CORR- -0.76 DEFLEC90
MB1337 GEOID HEIGHT- -33.53 GEOID90
MB1337 MODELED GRAV- 980,172.6 NAVD88
MB1337
MB1337
MB1337 HORZ ORDER - FIRST
MB1337 VERT ORDER - FIRST CLASS 2
MB1337
MB1337
MB1337.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1337.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1337.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1337.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1337
MB1337; North East Scale Converg.
MB1337;SPC OH N - 152,342.969 676,471.113 0.99993930 +0 35 50.9 MT
MB1337;UTM 17 - 4,542,806.856 450,360.826 0.99963033 -0 23 15.8 MT
MB1337
MB1337: Primary Azimuth Mark Grid Az
MB1337:SPC OH N - BARBERTON EAST MUN STANDPIPE 182 52 40.8
MB1337:UTM 17 - BARBERTON EAST MUN STANDPIPE 183 51 47.5
MB1337
MB1337|---------------------------------------------------------------------|
MB1337| Pid Reference Object Distance Geod. AZ |
MB1337| dddmmss.ss|
MB1337| MB2927 BARBERTON N MUN SPIPE 41.616 METERS 00734 |
MB1337| MB1339 BARBERTON RM 2 33.000 METERS 03633 |
MB1337| MB2894 AKRON RADIO STA WAKR NW MAST APPROX. 7.4 KM 1010425.4 |
MB1337| MB2926 BARBERTON EAST MUN STANDPIPE APPROX. 2.1 KM 1832831.7 |
MB1337| MB2925 BARBERTON RESERVE STANDPIPE APPROX. 2.6 KM 3100814.9 |
MB1337| MB1338 BARBERTON RM 1 28.271 METERS 34115 |
MB1337|---------------------------------------------------------------------|
MB1337
MB1337_STATION MARK IS A TRIANGULATION STATION DISK
MB1337_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1337_THE MARK IS STAMPED: BARBERTON 2 1951
MB1337
MB1337 HISTORY - Year Condition Recov. By
MB1337 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1337 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB1337 HISTORY - 1975 CITY OF AKRON OHIO
MB1337 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1337
MB1337 STATION DESCRIPTION
MB1337
MB1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
MB1337'STATION IS LOCATED IN THE NORTH SECTION OF BARBERTON NEAR THE
MB1337'BARBERTON MUNI. STANDPIPE
MB1337'(NORTH). IT IS 104.74 FEET SOUTH OF THE SOUTH EDGE OF THE STANDPIPE,
MB1337'56 FEET SOUTH OF THE CENTER OF THE
MB1337'GRAVEL ROAD THE CIRCLES THE STANDPIPE AND 6 FEET EAST OF A
MB1337'WHITE WITNESS POST. THE MARK PROJECTS 6
MB1337'INCHES AND THE DISK IS STAMPED BARBERTON 2
MB1337'1951.
MB1337'
MB1337'REFERENCE MARK NO. 1 IS 35.7 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF
MB1337'THE STANDPIPE AND 32 FEET NORTH
MB1337'OF THE CENTER OF THE GRAVEL ROAD THAT CIRCLES THE STANDPIPE.
MB1337'THE MARK IS FLUSH AND THE DISK IS
MB1337'STAMPED BARBERTON NO 1 1943.
MB1337'
MB1337'REFERENCE MARK NO. 2 IS 37.3 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
MB1337'THE STANDPIPE AND 18 FEET NORTH
MB1337'OF THE CENTER OF THE GRAVEL ROAD THAT CIRCLES THE STANDPIPE.
MB1337'THE MARK IS FLUSH AND THE DISK IS
MB1337'STAMPED BARBERTON NO 2 1943.
MB1337'
MB1337'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 5 AND
MB1337'U.S. HIGHWAY NO. 224
MB1337'(SPRINGFIELD ROAD, WOOSTER ROAD NORTH AND OAKWOOD AVENUE) WHICH IS IN
MB1337'THE NORTH SECTION OF
MB1337'BARBERTON, GO WEST ON OAKWOOD AVENUE FOR 0.2 MILE TO THE INTERSECTION
MB1337'WITH STATE STREET WEST, TURN LEFT
MB1337'ON STATE STREET WEST AND GO 0.1 MILE TO THE
MB1337'INTERSECTION WITH GLENN STREET, TURN RIGHT ON GLENN
MB1337'STREET AND GO 0.15 MILE TO THE
MB1337'INTERSECTION WITH SUMMIT STREET, TURN RIGHT ON SUMMIT STREET AND GO
MB1337'0.15 MILE TO A DIM GRAVEL ROAD
MB1337'RIGHT, TURN RIGHT AND GO 0.1 MILE ON GRAVEL ROAD TO THE STANDPIPE
MB1337'AND THE STATION AS DESCRIBED.
MB1337'
MB1337'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
MB1337'
MB1337
MB1337 STATION RECOVERY (1963)
MB1337
MB1337'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB1337'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
MB1337'CONDITION. THE DISTANCE TO
MB1337'REFERENCE MARK 1 WAS FOUND TO BE .09 FOOT SHORTER THAN PREVIOUSLY
MB1337'MEASURED. THE DISTANCE TO
MB1337'REFERENCE MARK 2 WAS FOUND TO BE .02 FOOT SHORTER THAN PREVIOUSLY
MB1337'MEASURED. THE DIRECTION TO THE
MB1337'REFERENCE MARKS CHECKED. THE DESCRIPTIONS ARE ADEQUATE.
MB1337'
MB1337'HEIGHT OF LIGHT ABOVE STATION MARK 37.06 METERS.
MB1337'
MB1337
MB1337 STATION RECOVERY (1975)
MB1337
MB1337'RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
MB1337'MARK STAMPED - BARBERTON - 2 CONDITION - O.K. - WITNESS MARKS
MB1337'FOUND O.K. SET WITNESS
MB1337'POSTS WITHIN (2) FEET OF EACH WITNESS MARK - DESCRIPTION ADEQUATE
MB1337'
MB1337'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- BARBERTON NORTH 1.5
MB1337'MILES
MB1337'
|
|
|
|
|
|
|
|
|
|
|
|
2219389.5
|
499812.21875
|
0101000020960E0000849DCE7CBEEE4041E400EA908F811E41
|
false
|
2006-10-31 09:41:00 -0500
|
false
|
41.03496848333333333333
|
-81.59053988611111111111
|
-81.5905398861111
|
41.0349684833332
|
2219388.9750554
|
499811.891517652
|
676471.11253911
|
152342.969220502
|
118
|
118
|
L 337
|
MB1817
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
STAINLESS STEEL ROD
|
L 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
17
|
33.0
|
N
|
81
|
29
|
14.0
|
W
|
SCALED
|
-34.0
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
316.753
|
1039.21
|
ADJUST
|
|
|
|
|
|
|
|
980183.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
IN MACEDONIA, ALONG COUNTY ROUTE 25 (VALLEY VIEW ROAD), AT THE
JUNCTION OF A PAVED ROAD LEADING TO SUMMIT CRUSHED LIMESTONE OFFICE,
13.78 METERS (45.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
25.91 METERS (85.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE DRIVE,
19.57 METERS (64.2 FT) SOUTH OF A FIRE HYDRANT, 3.57 METERS (11.7 FT)
NORTHEAST OF THE NORTHEAST LEG OF A SIGN.
THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 3.5 METERS
THE STATION IS 0.09 METERS ABOVE THE HEIGHT OF HIGHWAY .
#8854 VALLEY VIEW RD.
GOOD FOR GPS.
|
2021-12-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1817 ***********************************************************************
MB1817 DESIGNATION - L 337
MB1817 PID - MB1817
MB1817 STATE/COUNTY- OH/SUMMIT
MB1817
MB1817 HORZ DATUM - NAD 83(1986)
MB1817 VERT DATUM - NAVD 88
MB1817
MB1817 POSITION - 41 17 33. (N) 081 29 14. (W) SCALED
MB1817 83 minus 27 - +00. -01. SCALED
MB1817
MB1817 HEIGHT - 316.753 (meters) 1039.21 (feet) ADJUST
MB1817 88 minus 29 -0.211 ADJUSTED
MB1817 ***********************************************************************
MB1817
MB1817 GEOID HEIGHT- -34.00 GEOID90
MB1817 MODELED GRAV- 980,183.8 NAVD88
MB1817
MB1817
MB1817 VERT ORDER - FIRST CLASS 2
MB1817
MB1817
MB1817.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1817.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1817.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1817
MB1817
MB1817
MB1817
MB1817_STATION MARK IS A FLANGE-ENCASED ROD
MB1817_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
MB1817_THE MONUMENT IS 0.09 METERS ABOVE THE HEIGHT OF HIGHWAY
MB1817_THE MARK IS STAMPED: L 337 1983
MB1817
MB1817 HISTORY - Year Condition Recov. By
MB1817 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1817 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1817
MB1817 STATION DESCRIPTION
MB1817
MB1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1817'IN MACEDONIA, ALONG COUNTY ROUTE 25 (VALLEY VIEW ROAD), AT THE
MB1817'JUNCTION OF A PAVED ROAD LEADING TO SUMMIT CRUSHED LIMESTONE OFFICE,
MB1817'13.78 METERS (45.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
MB1817'25.91 METERS (85.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE DRIVE,
MB1817'19.57 METERS (64.2 FT) SOUTH OF A FIRE HYDRANT, 3.57 METERS (11.7 FT)
MB1817'NORTHEAST OF THE NORTHEAST LEG OF A SIGN.
MB1817'THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 3.5 METER
MB1817'THE STATION IS 0.09 METERS ABOVE THE HEIGHT OF HIGHWAY .
|
|
|
|
|
|
|
|
|
|
|
|
2246650.0
|
593980.0
|
0101000020960E00006CA92802482441410FC0FE8D38202241
|
true
|
2011-01-14 08:57:00 -0500
|
false
|
41.2925
|
-81.48722222222222222222
|
-81.4872222222222
|
41.2924999999999
|
2246800.0168659
|
593948.277334215
|
684826.014792755
|
181035.797003046
|
122
|
122
|
BARBERTON RM 1
|
MB1338
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1975 GOOD CITY OF AKRON OHIOHISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
2
|
6.0
|
N
|
81
|
35
|
26.0
|
W
|
SCALED
|
-33.53
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
338.598
|
1110.88
|
ADJUST
|
|
|
|
|
|
|
|
980172.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT BARBERTON, IN THE NORTH PART OF THE CITY, AT THE SITE OF THE
BARBERTON WATER TANK (NORTH ONE), 0.1 MILE NORTH ALONG SUMMIT
ROAD FROM ITS JUNCTION WITH HERMANN STREET, THENCE 0.1 MILE EAST
UPHILL ALONG DIM TRACK ROAD TO WATER TANK, 35.6 FEET SOUTHWEST
OF THE SOUTHWEST SIDE OF THE LARGE ROUNDED TANK, 92.8 FEET
NORTHWEST OF THE STATION, 31 FEET NORTH OF THE CENTER LINE OF A
DIM ROAD THAT CIRCLES THE TANK, SET IN THE TOP OF A CONCRETE POST
PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET
ABOVE THE LEVEL OF THE ROAD.
RECOVERY NOTE BY CITY OF AKRON OHIO 1975
RECOVERY NOTE 2013 SUMMIT COUNTY
THERE IS NOW A CELL TOWER AT THIS LOCATION
|
2015-12-08 00:00:00 -0500
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1338 ***********************************************************************
MB1338 DESIGNATION - BARBERTON RM 1
MB1338 PID - MB1338
MB1338 STATE/COUNTY- OH/SUMMIT
MB1338
MB1338 HORZ DATUM - NAD 83(1986)
MB1338 VERT DATUM - NAVD 88
MB1338
MB1338 POSITION - 41 02 06. (N) 081 35 26. (W) SCALED
MB1338 83 minus 27 - +00. -01. SCALED
MB1338
MB1338 HEIGHT - 338.598 (meters) 1110.88 (feet) ADJUST
MB1338 88 minus 29 -0.20 ADJ UNCHK
MB1338 ***********************************************************************
MB1338
MB1338 GEOID HEIGHT- -33.53 GEOID90
MB1338 MODELED GRAV- 980,172.6 NAVD88
MB1338
MB1338
MB1338 VERT ORDER - FIRST CLASS 2
MB1338
MB1338
MB1338.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1338.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1338.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1338
MB1338
MB1338
MB1338
MB1338_STATION MARK IS A REFERENCE MARK DISK
MB1338_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1338_THE MARK IS STAMPED: BARBERTON NO 1 1943
MB1338
MB1338 HISTORY - Year Condition Recov. By
MB1338 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1338 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1338 HISTORY - 1975 GOOD CITY OF AKRON OHIO
MB1338
MB1338 STATION DESCRIPTION
MB1338
MB1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1338'AT BARBERTON, IN THE NORTH PART OF THE CITY, AT THE SITE OF THE
MB1338'BARBERTON WATER TANK (NORTH ONE), 0.1 MILE NORTH ALONG SUMMIT
MB1338'ROAD FROM ITS JUNCTION WITH HERMANN STREET, THENCE 0.1 MILE EAST
MB1338'UPHILL ALONG DIM TRACK ROAD TO WATER TANK, 35.6 FEET SOUTHWEST
MB1338'OF THE SOUTHWEST SIDE OF THE LARGE ROUNDED TANK, 92.8 FEET
MB1338'NORTHWEST OF THE STATION, 31 FEET NORTH OF THE CENTER LINE OF A
MB1338'DIM ROAD THAT CIRCLES THE TANK, SET IN THE TOP OF A CONCRETE POST
MB1338'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET
MB1338'ABOVE THE LEVEL OF THE ROAD.
MB1338
MB1338 STATION RECOVERY (1975)
MB1338
MB1338'RECOVERY NOTE BY CITY OF AKRON OHIO 1975
MB1338'
|
|
|
|
|
|
|
|
|
|
|
|
2219385.25
|
499823.28125
|
0101000020960E000001483344BCEE4041A2862550BD811E41
|
true
|
2013-09-10 09:23:00 -0400
|
false
|
41.035
|
-81.59055555555555555555
|
-81.5905555555556
|
41.0349999999998
|
2219384.53281498
|
499823.32826815
|
676469.758541523
|
152346.455149025
|
123
|
123
|
BARBERTON RM 2
|
MB1339
|
OH
|
Summit
|
|
USCGS
|
1942-12-31 20:00:00 -0400
|
Disk in Concrete
|
BARBERTON NO 2 1943
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2002 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
6.0
|
N
|
81
|
35
|
25.0
|
W
|
SCALED
|
-33.53
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
338.475
|
1110.48
|
ADJUST
|
|
|
|
|
|
|
|
980172.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT BARBERTON, IN THE NORTH PART OF THE CITY, AT THE SITE OF THE
BARBERTON WATER TANK, (NORTH ONE), ON TOP OF A HILL, 0.1 MILE
NORTH ALONG SUMMIT ROAD FROM ITS JUNCTION WITH HERMANN STREET,
THENCE 0.1 MILE EAST UPHILL ALONG A DIM TRACK ROAD, 35.5 FEET
SOUTHEAST OF THE SOUTHEAST SIDE OF THE LARGE ROUNDED TANK, 108.3
FEET NORTHEAST OF AND ACROSS THE DIM ROAD FROM THE STATION,
16 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD WHICH CIRCLES
THE TANK, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL
OF THE ROAD.
NOT GOOD FOR GPS
|
2002-08-19 20:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1339 ***********************************************************************
MB1339 DESIGNATION - BARBERTON RM 2
MB1339 PID - MB1339
MB1339 STATE/COUNTY- OH/SUMMIT
MB1339
MB1339 HORZ DATUM - NAD 83(1986)
MB1339 VERT DATUM - NAVD 88
MB1339
MB1339 POSITION - 41 02 06. (N) 081 35 25. (W) SCALED
MB1339 83 minus 27 - +00. -01. SCALED
MB1339
MB1339 HEIGHT - 338.475 (meters) 1110.48 (feet) ADJUST
MB1339 88 minus 29 -0.20 ADJ UNCHK
MB1339 ***********************************************************************
MB1339
MB1339 GEOID HEIGHT- -33.53 GEOID90
MB1339 MODELED GRAV- 980,172.6 NAVD88
MB1339
MB1339
MB1339 VERT ORDER - FIRST CLASS 2
MB1339
MB1339
MB1339.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1339.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1339.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1339
MB1339
MB1339
MB1339|---------------------------------------------------------------------|
MB1339| Pid Reference Object Distance Geod. AZ |
MB1339| dddmmss.ss|
MB1339| MB2924 BARBERTON 112.545 METERS 19956 |
MB1339| MB1338 BARBERTON RM 1 27031 |
MB1339|---------------------------------------------------------------------|
MB1339
MB1339_STATION MARK IS AN UNMONUMENTED
MB1339_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1339_THE MARK IS STAMPED: BARBERTON NO 2 1943
MB1339
MB1339 HISTORY - Year Condition Recov. By
MB1339 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1339 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1339 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1339
MB1339 STATION DESCRIPTION
MB1339
MB1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1339'AT BARBERTON, IN THE NORTH PART OF THE CITY, AT THE SITE OF THE
MB1339'BARBERTON WATER TANK, (NORTH ONE), ON TOP OF A HILL, 0.1 MILE
MB1339'NORTH ALONG SUMMIT ROAD FROM ITS JUNCTION WITH HERMANN STREET,
MB1339'THENCE 0.1 MILE EAST UPHILL ALONG A DIM TRACK ROAD, 35.5 FEET
MB1339'SOUTHEAST OF THE SOUTHEAST SIDE OF THE LARGE ROUNDED TANK, 108.3
MB1339'FEET NORTHEAST OF AND ACROSS THE DIM ROAD FROM THE STATION,
MB1339'16 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD WHICH CIRCLES
MB1339'THE TANK, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
MB1339'ABOVE THE LEVEL OF THE GROUND AND ABOUT 2 FEET ABOVE THE LEVEL
MB1339'OF THE ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2219461.0
|
499824.0625
|
0101000020960E0000892D6794E2EE4041BE358382C0811E41
|
true
|
2005-03-21 05:12:00 -0500
|
false
|
41.035
|
-81.59027777777777777777
|
-81.5902777777778
|
41.0349999999999
|
2219461.15939874
|
499824.127453651
|
676493.114370964
|
152346.698741253
|
126
|
126
|
BLACK C OF A
|
MB1243
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
1.65312
|
N
|
81
|
28
|
12.99549
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
159727.526
|
686497.039
|
0.9999393
|
+
|
0
|
40
|
35.3
|
|
MT
|
|
|
|
|
364.17
|
1194.78
|
ADJUST
|
|
0.12
|
DEFLEC90
|
|
|
|
|
980176.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 2-3/4 MILES NORTHEAST OF DOWNTOWN AKRON, 0.2
MILE WEST OF BRITTAIN ROAD,
0.1 MILE SOUTH OF TALLMADGE AVENUE AND NEAR THE SITE OF THE AKRON
MUNICIPAL BLACKSTONE AVENUE
STANDPIPE. IT IS 65.8 FEET NORTH-NORTHEAST OF THE STANDPIPE,
24 FEET SOUTH OF THE CENTERLINE OF LONGSTONE
AVENUE, 37 FEET WEST OF THE CENTERLINE OF A
GRAVELED DRIVEWAY WEST OF AND PARALLEL TO BLACKSTONE AVENUE AND
94 FEET WEST-SOUTHWEST OF THE
INTERSECTION OF BLACKSTONE AVENUE AND LONGSTONE AVENUE. THE MARK IS
A CITY OF AKRON DISK STAMPED BLACK
SET IN AN IRREGULAR MASS OF CONCRETE 4 INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 2 FOOT IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, 0.2 MILE WEST ALONG TALLMADGE AVENUE FROM ITS
INTERSECTION WITH BRITTAIN ROAD, THENCE 0.1 MILE SOUTH ALONG
BLACKSTONE AVENUE, NEAR THE SITE OF THE AKRON MUNICIPAL BLACKSTONE
STANDPIPE, 92 FEET SOUTHWEST OF THE CENTER LINE OF BLACKSTONE
AVENUE, 27 FEET SOUTH OF THE CENTER LINE OF LANGSTONE AVENUE,
65.8 FEET NORTHEAST OF THE CENTER OF THE STANDPIPE, 34 1/2 FEET
WEST OF THE CENTER LINE OF A GRAVELED ROAD JUST EAST OF THE
STANDPIPE, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
LEVEL OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 24-INCH
CAST IRON MANHOLE COVER.
|
2017-10-17 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1243 ***********************************************************************
MB1243 DESIGNATION - BLACK C OF A
MB1243 PID - MB1243
MB1243 STATE/COUNTY- OH/SUMMIT
MB1243
MB1243 HORZ DATUM - NAD 83(1986)
MB1243 VERT DATUM - NAVD 88
MB1243
MB1243 POSITION - 41 06 01.65312(N) 081 28 12.99549(W) ADJUSTED
MB1243 83 minus 27 - +00.20211 -00.57656 ADJUSTED
MB1243
MB1243 HEIGHT - 364.170 (meters) 1194.78 (feet) ADJUST
MB1243 88 minus 29 -0.20 ADJ UNCHK
MB1243 ***********************************************************************
MB1243
MB1243 LAPLACE CORR- 0.12 DEFLEC90
MB1243 GEOID HEIGHT- -33.66 GEOID90
MB1243 MODELED GRAV- 980,176.6 NAVD88
MB1243
MB1243
MB1243 HORZ ORDER - FIRST
MB1243 VERT ORDER - FIRST CLASS 2
MB1243
MB1243
MB1243.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1243.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1243.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1243.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1243
MB1243; North East Scale Converg.
MB1243;SPC OH N - 159,727.526 686,497.039 0.99993930 +0 40 35.3 MT
MB1243;UTM 17 - 4,550,015.625 460,509.076 0.99961919 -0 18 33.0 MT
MB1243
MB1243: Primary Azimuth Mark Grid Az
MB1243:SPC OH N - AKRON TV STATION WAKR MAST 242 55 03.8
MB1243:UTM 17 - AKRON TV STATION WAKR MAST 243 54 12.1
MB1243
MB1243|---------------------------------------------------------------------|
MB1243| Pid Reference Object Distance Geod. AZ |
MB1243| dddmmss.ss|
MB1243| MB2738 CUYAHOGA FALLS MUN STANDPIPE APPROX. 2.8 KM 0071727.1 |
MB1243| MB2710 TALLMADGE FIRST CONG CH SPIRE APPROX. 2.4 KM 0863357.2 |
MB1243| MB2715 TALLMADGE MUNICIPAL STANDPIPE APPROX. 3.6 KM 0912021.4 |
MB1243| MB2699 AKRON BRITTAIN RD MUN TANK APPROX. 2.8 KM 1734358.5 |
MB1243| MB2697 AKRON BLACKSTONE AVE MUN SPIPE 26.937 METERS 19910 |
MB1243| MB2920 AKRON TV STATION WAKR MAST APPROX. 4.5 KM 2433539.1 |
MB1243|---------------------------------------------------------------------|
MB1243
MB1243_STATION MARK IS A SURVEY DISK
MB1243_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1243_THE MARK IS STAMPED: BLACK
MB1243
MB1243 HISTORY - Year Condition Recov. By
MB1243 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1243 HISTORY - 1963 CITY OF AKRON OHIO
MB1243 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1243
MB1243 STATION DESCRIPTION
MB1243
MB1243'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1243'THE STATION IS ABOUT 2-3/4 MILES NORTHEAST OF DOWNTOWN AKRON, 0.2
MB1243'MILE WEST OF BRITTAIN ROAD,
MB1243'0.1 MILE SOUTH OF TALLMADGE AVENUE AND NEAR THE SITE OF THE AKRON
MB1243'MUNICIPAL BLACKSTONE AVENUE
MB1243'STANDPIPE. IT IS 65.8 FEET NORTH-NORTHEAST OF THE STANDPIPE,
MB1243'24 FEET SOUTH OF THE CENTERLINE OF LONGSTONE
MB1243'AVENUE, 37 FEET WEST OF THE CENTERLINE OF A
MB1243'GRAVELED DRIVEWAY WEST OF AND PARALLEL TO BLACKSTONE AVENUE AND
MB1243'94 FEET WEST-SOUTHWEST OF THE
MB1243'INTERSECTION OF BLACKSTONE AVENUE AND LONGSTONE AVENUE. THE MARK IS
MB1243'A CITY OF AKRON DISK STAMPED BLACK
MB1243'SET IN AN IRREGULAR MASS OF CONCRETE 4 INCHES BELOW THE
MB1243'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND
MB1243'COVERED WITH A 2 FOOT IRON COVER.
MB1243'
MB1243
MB1243 STATION RECOVERY (1964)
MB1243
MB1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1243'AT AKRON, 0.2 MILE WEST ALONG TALLMADGE AVENUE FROM ITS
MB1243'INTERSECTION WITH BRITTAIN ROAD, THENCE 0.1 MILE SOUTH ALONG
MB1243'BLACKSTONE AVENUE, NEAR THE SITE OF THE AKRON MUNICIPAL BLACKSTONE
MB1243'STANDPIPE, 92 FEET SOUTHWEST OF THE CENTER LINE OF BLACKSTONE
MB1243'AVENUE, 27 FEET SOUTH OF THE CENTER LINE OF LANGSTONE AVENUE,
MB1243'65.8 FEET NORTHEAST OF THE CENTER OF THE STANDPIPE, 34 1/2 FEET
MB1243'WEST OF THE CENTER LINE OF A GRAVELED ROAD JUST EAST OF THE
MB1243'STANDPIPE, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
MB1243'LEVEL OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 24-INCH
MB1243'CAST IRON MANHOLE COVER.
|
|
|
|
|
|
|
|
|
|
|
|
2252282.5
|
524039.71875
|
0101000020960E00001C6E512FFD2E4141C3D872911DFC1F41
|
true
|
2013-07-12 07:25:00 -0400
|
false
|
41.1004592
|
-81.470276525
|
-81.470276525
|
41.1004591999999
|
2252282.36967255
|
524039.392039668
|
686497.039270272
|
159727.526148729
|
136
|
136
|
BRIDGE B
|
MB1270
|
OH
|
Summit
|
|
NGS
|
1982-12-31 19:00:00 -0500
|
CHISELED SQUARED IN CONCRETE
|
BM
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 1938 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
HISTORY - 1988 GOOD UNITED STATES POWER SQUADRON
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2002 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
7.0
|
N
|
81
|
30
|
54.0
|
W
|
SCALED
|
-34.09
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
316.345
|
1037.88
|
ADJUST
|
|
|
|
|
|
|
|
980191.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
1.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
AT MACEDONIA, SUMMIT COUNTY, AT THE BRIDGE OVER LEDGE ROAD, ON THE
TOP OF THE SOUTHWEST COPING STONE, 8 FEET WEST OF THE WEST RAIL,
13 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 8 FEET
LOWER THAN THE TRACK. A 2-INCH CHISELED SQUARE, NEAR THE
CHISELED LETTERS B.M.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
NOT RECOVERED, THE SOUTHWEST COPING STONE HAS BEEN CAPPED WITH
CONCRETE AND THE MARK WAS PROBABLY DESTROYED.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1988 (GHB)
RECOVERED IN GOOD CONDITION
RECOVERY NOTE BY COSE FIELD CREW 2000
NOT RECOVERED
|
2013-11-21 19:00:00 -0500
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1270 ***********************************************************************
MB1270 DESIGNATION - BRIDGE B
MB1270 PID - MB1270
MB1270 STATE/COUNTY- OH/SUMMIT
MB1270
MB1270 HORZ DATUM - NAD 83(1986)
MB1270 VERT DATUM - NAVD 88
MB1270
MB1270 POSITION - 41 20 07. (N) 081 30 54. (W) SCALED
MB1270 83 minus 27 - +00. -01. SCALED
MB1270
MB1270 HEIGHT - 316.345 (meters) 1037.88 (feet) ADJUST
MB1270 88 minus 29 -0.17 ADJ UNCHK
MB1270 ***********************************************************************
MB1270
MB1270 GEOID HEIGHT- -34.09 GEOID90
MB1270 MODELED GRAV- 980,191.3 NAVD88
MB1270
MB1270
MB1270 VERT ORDER - FIRST CLASS 2
MB1270
MB1270
MB1270.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1270.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1270.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1270
MB1270
MB1270
MB1270
MB1270_STATION MARK IS A BENCH MARK DISK
MB1270_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1270
MB1270 HISTORY - Year Condition Recov. By
MB1270 HISTORY - UNK STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1270 HISTORY - 1938 GOOD NATIONAL GEODETIC SURVEY
MB1270 HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1270 HISTORY - 1988 GOOD UNITED STATES POWER SQUADRON
MB1270 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1270
MB1270 STATION DESCRIPTION
MB1270
MB1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
MB1270'1.5 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION
MB1270'AT MACEDONIA, SUMMIT COUNTY, AT THE BRIDGE OVER LEDGE ROAD, ON THE
MB1270'TOP OF THE SOUTHWEST COPING STONE, 8 FEET WEST OF THE WEST RAIL,
MB1270'13 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 8 FEET
MB1270'LOWER THAN THE TRACK. A 2-INCH CHISELED SQUARE, NEAR THE
MB1270'CHISELED LETTERS B.M.
MB1270
MB1270 STATION RECOVERY (1983)
MB1270
MB1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1270'NOT RECOVERED, THE SOUTHWEST COPING STONE HAS BEEN CAPPED WITH
MB1270'CONCRETE AND THE MARK WAS PROBABLY DESTROYED.
MB1270
MB1270 STATION RECOVERY (1988)
MB1270
MB1270'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1988 (GHB)
MB1270'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2239037.0
|
609568.0
|
0101000020960E0000E2AA24A607154141B398ADED4B992241
|
true
|
2013-11-27 04:29:00 -0500
|
false
|
41.33527777777777777777
|
-81.515
|
-81.515
|
41.3352777777776
|
2238991.297994
|
609445.964215061
|
682445.912520397
|
185759.501411738
|
141
|
141
|
BRITTAIN C OF A
|
MB1197
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONCRETE
|
BRITTAIN
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2001 GOOD COSEHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
12.95046
|
N
|
81
|
28
|
0.58215
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
158228.729
|
686804.468
|
0.9999392
|
+
|
0
|
40
|
43.5
|
|
MT
|
|
|
|
|
335.92
|
1102.1
|
ADJUST
|
|
0.01
|
DEFLEC90
|
|
|
|
|
980175.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ON THE EAST SIDE OF BRITTAIN ROAD, IN FRONT OF
THE HOUSE AT 891 BRITTAIN ROAD,
ABOUT 2-3/4 MILES EAST-NORTHEAST OF DOWNTOWN AKRON. IT IS A CITY OF
AKRON DISK STAMPED BRITTAIN SET IN
THE TOP OF A 6 INCH SQUARE CONCRETE POST, THAT IS
4 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9
INCH IRON MANHOLE COVER THAT IS FLUSH
WITH THE SURFACE OF THE GROUND. IT IS 21.8 FEET WEST-SOUTHWEST OF A
10 INCH MAPLE TREE, 31.8 FEET SOUTH
OF A POWER POLE, 21.1 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, AND
2.1 FEET EAST OF THE EAST CURB OF
BRITTAIN ROAD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.15 MILE NORTH ALONG BRITTAIN ROAD FROM ITS
JUNCTION WITH STATE HIGHWAY 261 (EASTWOOD AVENUE), IN FRONT OF
A RESIDENCE AT 891 BRITTAIN ROAD, 59.5 FEET WEST-SOUTHWEST OF
THE SOUTHWEST CORNER OF THE HOUSE, 32 FEET SOUTH OF POWER LINE
POLE NO. 371, 21 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY TO
ABOVE RESIDENCE, 2.1 FEET EAST OF THE EAST CURB OF BRITTAIN
ROAD, AND SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
LEVEL OF BRITTAIN ROAD ACCESS TO WHICH IS HAD THROUGH A 9 INCH
CAST IRON COVER MARKED AKRON SURVEY 1963.
|
2021-07-14 00:00:00 -0400
|
SCE
|
Good
|
YES
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1197 ***********************************************************************
MB1197 DESIGNATION - BRITTAIN C OF A
MB1197 PID - MB1197
MB1197 STATE/COUNTY- OH/SUMMIT
MB1197
MB1197 HORZ DATUM - NAD 83(1986)
MB1197 VERT DATUM - NAVD 88
MB1197
MB1197 POSITION - 41 05 12.95046(N) 081 28 00.58215(W) ADJUSTED
MB1197 83 minus 27 - +00.20246 -00.57875 ADJUSTED
MB1197
MB1197 HEIGHT - 335.920 (meters) 1102.10 (feet) ADJUST
MB1197 88 minus 29 -0.20 ADJ UNCHK
MB1197 ***********************************************************************
MB1197
MB1197 LAPLACE CORR- 0.01 DEFLEC90
MB1197 GEOID HEIGHT- -33.63 GEOID90
MB1197 MODELED GRAV- 980,175.0 NAVD88
MB1197
MB1197
MB1197 HORZ ORDER - FIRST
MB1197 VERT ORDER - FIRST CLASS 2
MB1197
MB1197
MB1197.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1197.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1197.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1197.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1197
MB1197; North East Scale Converg.
MB1197;SPC OH N - 158,228.729 686,804.468 0.99993920 +0 40 43.5 MT
MB1197;UTM 17 - 4,548,512.244 460,790.588 0.99961892 -0 18 24.5 MT
MB1197
MB1197: Primary Azimuth Mark Grid Az
MB1197:SPC OH N - HEIGHTS 185 02 02.3
MB1197:UTM 17 - HEIGHTS 186 01 10.3
MB1197
MB1197|---------------------------------------------------------------------|
MB1197| Pid Reference Object Distance Geod. AZ |
MB1197| dddmmss.ss|
MB1197| MB2698 HEIGHTS APPROX. 1.5 KM 1854245.8 |
MB1197|---------------------------------------------------------------------|
MB1197
MB1197_STATION MARK IS A SURVEY DISK
MB1197_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1197_THE MARK IS STAMPED: BRITTAIN
MB1197
MB1197 HISTORY - Year Condition Recov. By
MB1197 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1197 HISTORY - 1963 CITY OF AKRON OHIO
MB1197 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1197
MB1197 STATION DESCRIPTION
MB1197
MB1197'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1197'THE STATION IS LOCATED ON THE EAST SIDE OF BRITTAIN ROAD, IN FRONT OF
MB1197'THE HOUSE AT 891 BRITTAIN ROAD,
MB1197'ABOUT 2-3/4 MILES EAST-NORTHEAST OF DOWNTOWN AKRON. IT IS A CITY OF
MB1197'AKRON DISK STAMPED BRITTAIN SET IN
MB1197'THE TOP OF A 6 INCH SQUARE CONCRETE POST, THAT IS
MB1197'4 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9
MB1197'INCH IRON MANHOLE COVER THAT IS FLUSH
MB1197'WITH THE SURFACE OF THE GROUND. IT IS 21.8 FEET WEST-SOUTHWEST OF A
MB1197'10 INCH MAPLE TREE, 31.8 FEET SOUTH
MB1197'OF A POWER POLE, 21.1 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, AND
MB1197'2.1 FEET EAST OF THE EAST CURB OF
MB1197'BRITTAIN ROAD.
MB1197'
MB1197
MB1197 STATION RECOVERY (1964)
MB1197
MB1197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1197'AT AKRON, ABOUT 0.15 MILE NORTH ALONG BRITTAIN ROAD FROM ITS
MB1197'JUNCTION WITH STATE HIGHWAY 261 (EASTWOOD AVENUE), IN FRONT OF
MB1197'A RESIDENCE AT 891 BRITTAIN ROAD, 59.5 FEET WEST-SOUTHWEST OF
MB1197'THE SOUTHWEST CORNER OF THE HOUSE, 32 FEET SOUTH OF POWER LINE
MB1197'POLE NO. 371, 21 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY TO
MB1197'ABOVE RESIDENCE, 2.1 FEET EAST OF THE EAST CURB OF BRITTAIN
MB1197'ROAD, AND SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
MB1197'LEVEL OF BRITTAIN ROAD ACCESS TO WHICH IS HAD THROUGH A 9 INCH
MB1197'CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2253291.25
|
519121.59375
|
0101000020960E00000939EB7EF53041415967265B48AF1F41
|
true
|
2013-05-14 07:19:00 -0400
|
false
|
41.08693068333333333333
|
-81.466828375
|
-81.466828375
|
41.0869306833332
|
2253290.99155343
|
519122.089013686
|
686804.467834421
|
158228.729188814
|
142
|
142
|
BUCHTEL C OF A
|
MB1430
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK
|
BUCHTEL
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2005 GOOD SCE
HISTORY - 2012 UNABLE TO LOCATE SCE
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
35.95074
|
N
|
81
|
30
|
13.81767
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157051.302
|
683708.166
|
0.99993915
|
+
|
0
|
39
|
15.9
|
|
MT
|
|
|
|
|
322.793
|
1059.03
|
ADJUST
|
|
-0.2
|
DEFLEC90
|
|
|
|
|
980174.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 3/4 MILE EAST-SOUTHEAST OF DOWNTOWN AKRON, IN
THE NORTHWEST CORNER OF THE
INTERSECTION OF BUCHTEL AVENUE AND THE FOUNTAIN STREET RAMP THAT
LEADS TO THE NORTH BOUND LANE OF THE
AKRON EXPRESSWAY AND AT THE EAST END OF THE BRIDGE OVER THE
EXPRESSWAY. IT IS 13 FEET WEST OF THE
CENTERLINE OF FOUNTAIN STREET EXPRESSWAY RAMP, 20
FEET NORTH OF THE CENTERLINE OF BUCHTEL AVENUE AND 24.5
FEET NORTHWEST OF A TRAFFIC
LIGHT. THE MARK IS A CITY OF AKRON DISK STAMPED BUCHTEL SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE
MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF BUCHTEL AVENUE AND THE
FOUNTAIN STREET RAMP TO THE AKRON EXPRESSWAY, NEAR THE EAST END
OF THE BUCHTEL AVENUE BRIDGE OVER THE EXPRESSWAY, 20 FEET NORTH
OF THE CENTER LINE OF BUCHTEL AVENUE, 24.5 FEET NORTHWEST OF
A TRAFFIC LIGHT AT INTERSECTION, 13 FEET WEST OF THE CENTER LINE
OF THE FOUNTAIN STREET RAMP TO EXPRESSWAY, 12.5 FEET SOUTHEAST
OF THE EAST END OF THE NORTH CONCRETE BANNISTER OF BRIDGE, SET
IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE SURFACE OF
GROUND ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
MARKED AKRON SURVEY 1963.
2013-THERE IS A NEW BRIDGE AT THIS LOCATION. FOUNTAIN STREET HAS BEEN RELOCATED AND BUCHTEL AVE. WIDENED.
|
2013-09-04 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1430 ***********************************************************************
MB1430 DESIGNATION - BUCHTEL C OF A
MB1430 PID - MB1430
MB1430 STATE/COUNTY- OH/SUMMIT
MB1430
MB1430 HORZ DATUM - NAD 83(1986)
MB1430 VERT DATUM - NAVD 88
MB1430
MB1430 POSITION - 41 04 35.95074(N) 081 30 13.81767(W) ADJUSTED
MB1430 83 minus 27 - +00.19988 -00.57442 ADJUSTED
MB1430
MB1430 HEIGHT - 322.793 (meters) 1059.03 (feet) ADJUST
MB1430 88 minus 29 -0.20 ADJ UNCHK
MB1430 ***********************************************************************
MB1430
MB1430 LAPLACE CORR- -0.20 DEFLEC90
MB1430 GEOID HEIGHT- -33.62 GEOID90
MB1430 MODELED GRAV- 980,174.5 NAVD88
MB1430
MB1430
MB1430 HORZ ORDER - FIRST
MB1430 VERT ORDER - FIRST CLASS 2
MB1430
MB1430
MB1430.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1430.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1430.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1430.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1430
MB1430; North East Scale Converg.
MB1430;SPC OH N - 157,051.302 683,708.166 0.99993915 +0 39 15.9 MT
MB1430;UTM 17 - 4,547,388.604 457,675.486 0.99962205 -0 19 51.8 MT
MB1430
MB1430: Primary Azimuth Mark Grid Az
MB1430:SPC OH N - PERKINS C OF A 358 42 14.5
MB1430:UTM 17 - PERKINS C OF A 359 41 22.2
MB1430
MB1430|---------------------------------------------------------------------|
MB1430| Pid Reference Object Distance Geod. AZ |
MB1430| dddmmss.ss|
MB1430| MB1429 PERKINS C OF A APPROX. 0.8 KM 3592130.4 |
MB1430|---------------------------------------------------------------------|
MB1430
MB1430_STATION MARK IS A SURVEY DISK
MB1430_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1430_THE MARK IS STAMPED: BUCHTEL
MB1430
MB1430 HISTORY - Year Condition Recov. By
MB1430 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1430 HISTORY - 1963 CITY OF AKRON OHIO
MB1430 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1430
MB1430 STATION DESCRIPTION
MB1430
MB1430'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1430'THE STATION IS ABOUT 3/4 MILE EAST-SOUTHEAST OF DOWNTOWN AKRON, IN
MB1430'THE NORTHWEST CORNER OF THE
MB1430'INTERSECTION OF BUCHTEL AVENUE AND THE FOUNTAIN STREET RAMP THAT
MB1430'LEADS TO THE NORTH BOUND LANE OF THE
MB1430'AKRON EXPRESSWAY AND AT THE EAST END OF THE BRIDGE OVER THE
MB1430'EXPRESSWAY. IT IS 13 FEET WEST OF THE
MB1430'CENTERLINE OF FOUNTAIN STREET EXPRESSWAY RAMP, 20
MB1430'FEET NORTH OF THE CENTERLINE OF BUCHTEL AVENUE AND 24.5
MB1430'FEET NORTHWEST OF A TRAFFIC
MB1430'LIGHT. THE MARK IS A CITY OF AKRON DISK STAMPED BUCHTEL SET IN THE
MB1430'TOP OF A 6 INCH SQUARE CONCRETE
MB1430'MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE CONCRETE AND
MB1430'COVERED WITH A 9 INCH IRON COVER.
MB1430'
MB1430
MB1430 STATION RECOVERY (1964)
MB1430
MB1430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1430'AT AKRON, NEAR THE INTERSECTION OF BUCHTEL AVENUE AND THE
MB1430'FOUNTAIN STREET RAMP TO THE AKRON EXPRESSWAY, NEAR THE EAST END
MB1430'OF THE BUCHTEL AVENUE BRIDGE OVER THE EXPRESSWAY, 20 FEET NORTH
MB1430'OF THE CENTER LINE OF BUCHTEL AVENUE, 24.5 FEET NORTHWEST OF
MB1430'A TRAFFIC LIGHT AT INTERSECTION, 13 FEET WEST OF THE CENTER LINE
MB1430'OF THE FOUNTAIN STREET RAMP TO EXPRESSWAY, 12.5 FEET SOUTHEAST
MB1430'OF THE EAST END OF THE NORTH CONCRETE BANNISTER OF BRIDGE, SET
MB1430'IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE SURFACE OF
MB1430'GROUND ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
MB1430'MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2243132.75
|
515258.96875
|
0101000020960E0000B98649451E1D4141F6C35096EC721F41
|
true
|
2013-09-05 10:38:00 -0400
|
false
|
41.07665298333333333334
|
-81.50383824166666666667
|
-81.5038382416667
|
41.0766529833332
|
2243132.54130634
|
515259.146792471
|
683708.166006505
|
157051.302044932
|
144
|
144
|
C 179
|
MB1298
|
OH
|
Summit
|
|
USCGS
|
1953-12-31 19:00:00 -0500
|
Disk in Concrete
|
C 179 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1983 UNKNOWN - MARK NOT FOUND NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2014 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
1
|
56.0
|
N
|
81
|
34
|
53.0
|
W
|
SCALED
|
-33.53
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
295.439
|
969.29
|
ADJUST
|
|
|
|
|
|
|
|
980172.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT BARBERTON, ABOUT 1.9 MILES NORTHEAST ALONG THE BALTIMORE AND
OHIO RAILROAD FROM THE STATION, AT THE CROSSING OF U.S. HIGHWAY
224 (WATERLOO ROAD), 21 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF
NORTHWEST TRACK, 167 FEET WEST-SOUTHWEST OF CENTER OF CROSSING OF
HIGHWAY AND THE NORTHWEST MAIN TRACK, 83 FEET SOUTH OF CENTER
LINE OF HIGHWAY 224, 67 1/2 FEET SOUTHWEST OF POWER POLE NO. 57,
32 FEET SOUTHEAST OF CENTER LINE OF COVENTRY STREET PARALLELING
THE TRACK, 19 1/2 FEET NORTH OF A SWITCH STAND, 41 FEET NORTHEAST
OF A TELEPHONE POLE AND 3 1/2 FEET SOUTHEAST OF THE LINE OF
POLES, 2 FEET SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS POST,
ABOUT 2 1/2 FEET BELOW THE LEVEL OF TRACK AND SET IN THE TOP OF
A CONCRETE POST PROJECTING 4 INCHES.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MARK NOT FOUND.
|
2014-04-23 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1298 ***********************************************************************
MB1298 DESIGNATION - C 179
MB1298 PID - MB1298
MB1298 STATE/COUNTY- OH/SUMMIT
MB1298
MB1298 HORZ DATUM - NAD 83(1986)
MB1298 VERT DATUM - NAVD 88
MB1298
MB1298 POSITION - 41 01 56. (N) 081 34 53. (W) SCALED
MB1298 83 minus 27 - +00. -01. SCALED
MB1298
MB1298 HEIGHT - 295.439 (meters) 969.29 (feet) ADJUST
MB1298 88 minus 29 -0.20 ADJ UNCHK
MB1298 ***********************************************************************
MB1298
MB1298 GEOID HEIGHT- -33.53 GEOID90
MB1298 MODELED GRAV- 980,172.5 NAVD88
MB1298
MB1298
MB1298 VERT ORDER - FIRST CLASS 2
MB1298
MB1298
MB1298.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1298.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1298.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1298
MB1298
MB1298
MB1298
MB1298_STATION MARK IS A BENCH MARK DISK
MB1298_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1298_THE MARK IS STAMPED: C 179 1954
MB1298
MB1298 HISTORY - Year Condition Recov. By
MB1298 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1298 HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1298 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1298
MB1298 STATION DESCRIPTION
MB1298
MB1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1298'AT BARBERTON, ABOUT 1.9 MILES NORTHEAST ALONG THE BALTIMORE AND
MB1298'OHIO RAILROAD FROM THE STATION, AT THE CROSSING OF U.S. HIGHWAY
MB1298'224 (WATERLOO ROAD), 21 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF
MB1298'NORTHWEST TRACK, 167 FEET WEST-SOUTHWEST OF CENTER OF CROSSING OF
MB1298'HIGHWAY AND THE NORTHWEST MAIN TRACK, 83 FEET SOUTH OF CENTER
MB1298'LINE OF HIGHWAY 224, 67 1/2 FEET SOUTHWEST OF POWER POLE NO. 57,
MB1298'32 FEET SOUTHEAST OF CENTER LINE OF COVENTRY STREET PARALLELING
MB1298'THE TRACK, 19 1/2 FEET NORTH OF A SWITCH STAND, 41 FEET NORTHEAST
MB1298'OF A TELEPHONE POLE AND 3 1/2 FEET SOUTHEAST OF THE LINE OF
MB1298'POLES, 2 FEET SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS POST,
MB1298'ABOUT 2 1/2 FEET BELOW THE LEVEL OF TRACK AND SET IN THE TOP OF
MB1298'A CONCRETE POST PROJECTING 4 INCHES.
MB1298
MB1298 STATION RECOVERY (1983)
MB1298
MB1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1298'MARK NOT FOUND.
|
|
|
|
|
|
|
|
|
|
|
|
2221923.5
|
498838.0625
|
0101000020960E000014DD18EFB1F340417354F77057721E41
|
true
|
2014-05-14 03:24:00 -0400
|
false
|
41.03222222222222222223
|
-81.58138888888888888889
|
-81.5813888888889
|
41.0322222222221
|
2221923.86794628
|
498837.860318489
|
677243.749437524
|
152046.083917225
|
145
|
145
|
C 301
|
MB1387
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2011 GOOD SCE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
58.0
|
N
|
81
|
33
|
56.0
|
W
|
SCALED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
315.397
|
1034.76
|
ADJUST
|
|
|
|
|
|
|
|
980175.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, ABOUT 0.2 MILE EAST OF THE JUNCTION OF WOOSTER AVE.
AND HAWKINS AVE AT THE NORTHWEST PART OF AKRON, NEAR THE GOSPEL
HALL CHURCH, 75.0 FEET NORTH OF THE NORTH CURB OF WOOSTER AVE,
69.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GOSPEL HALL
CHURCH, 9.5 FEET EAST OF THE EAST CURB OF THE DRIVEWAY TO CHURCH,
2.6 FEET SOUTH OF A POWERLINE POLE LEADING TO CHURCH, 2.0 FEET
EAST OF A STEEL FENCE, 4 FEET ABOVE THE STREET AND IS SET IN THE
TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
GROUND.
|
2018-06-06 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1387 ***********************************************************************
MB1387 DESIGNATION - C 301
MB1387 PID - MB1387
MB1387 STATE/COUNTY- OH/SUMMIT
MB1387
MB1387 HORZ DATUM - NAD 83(1986)
MB1387 VERT DATUM - NAVD 88
MB1387
MB1387 POSITION - 41 03 58. (N) 081 33 56. (W) SCALED
MB1387 83 minus 27 - +00. -01. SCALED
MB1387
MB1387 HEIGHT - 315.397 (meters) 1034.76 (feet) ADJUST
MB1387 88 minus 29 -0.20 ADJ UNCHK
MB1387 ***********************************************************************
MB1387
MB1387 GEOID HEIGHT- -33.59 GEOID90
MB1387 MODELED GRAV- 980,175.3 NAVD88
MB1387
MB1387
MB1387 VERT ORDER - FIRST CLASS 2
MB1387
MB1387
MB1387.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1387.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1387.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1387
MB1387
MB1387
MB1387
MB1387_STATION MARK IS A BENCH MARK DISK
MB1387_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1387_THE MARK IS STAMPED: C 301 1963
MB1387
MB1387 HISTORY - Year Condition Recov. By
MB1387 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1387
MB1387 STATION DESCRIPTION
MB1387
MB1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1387'AT AKRON, ABOUT 0.2 MILE EAST OF THE JUNCTION OF WOOSTER AVE.
MB1387'AND HAWKINS AVE AT THE NORTHWEST PART OF AKRON, NEAR THE GOSPEL
MB1387'HALL CHURCH, 75.0 FEET NORTH OF THE NORTH CURB OF WOOSTER AVE,
MB1387'69.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GOSPEL HALL
MB1387'CHURCH, 9.5 FEET EAST OF THE EAST CURB OF THE DRIVEWAY TO CHURCH,
MB1387'2.6 FEET SOUTH OF A POWERLINE POLE LEADING TO CHURCH, 2.0 FEET
MB1387'EAST OF A STEEL FENCE, 4 FEET ABOVE THE STREET AND IS SET IN THE
MB1387'TOP OF A CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE
MB1387'GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2226160.5
|
511230.84375
|
0101000020960E00003FEAA7BCF7FB4041D38A3239F9331F41
|
true
|
2011-11-28 03:38:00 -0500
|
false
|
41.06611111111111111111
|
-81.56555555555555555556
|
-81.5655555555556
|
41.066111111111
|
2226159.47387436
|
511230.305856866
|
678534.764706434
|
155823.308871773
|
146
|
146
|
C 302
|
MB1323
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONC
|
C 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2006 GOOD SCE SURVEY CREWHISTORY - 2011 GOOD SCE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
7
|
19.0
|
N
|
81
|
30
|
6.0
|
W
|
SCALED
|
-33.7
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
304.689
|
999.63
|
ADJUST
|
|
|
|
|
|
|
|
980179.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, 0.7 MILE NORTHWEST ALONG RIVERSIDE DRIVE FROM THE
RIVERSIDE CHURCH OF CHRIST, 178 FEET WEST OF THE JUNCTION OF
MT. VERNON AVENUE,103 FEET NORTHEAST OF THE JUNCTION OF MURRAY
AVENUE, 18 FEET NORTH OF THE CENTER LINE OF RIVERSIDE DRIVE,
37.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NO. 1495,
10 FEET EAST OF POWER POLE ABOUT LEVEL WITH RIVERSIDE
DRIVE AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
2.7 FEET NORTH OF BACK OF CURB. 45.7 WEST OF A CITY OF AKRON MONUMENT
ON CL OF RIVERSIDE DR. (P.I.?)
NOT GOOD FOR GPS.
|
2018-09-20 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1323 ***********************************************************************
MB1323 DESIGNATION - C 302
MB1323 PID - MB1323
MB1323 STATE/COUNTY- OH/SUMMIT
MB1323
MB1323 HORZ DATUM - NAD 83(1986)
MB1323 VERT DATUM - NAVD 88
MB1323
MB1323 POSITION - 41 07 19. (N) 081 30 06. (W) SCALED
MB1323 83 minus 27 - +00. -01. SCALED
MB1323
MB1323 HEIGHT - 304.689 (meters) 999.63 (feet) ADJUST
MB1323 88 minus 29 -0.20 ADJ UNCHK
MB1323 ***********************************************************************
MB1323
MB1323 GEOID HEIGHT- -33.70 GEOID90
MB1323 MODELED GRAV- 980,179.4 NAVD88
MB1323
MB1323
MB1323 VERT ORDER - FIRST CLASS 2
MB1323
MB1323
MB1323.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1323.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1323.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1323
MB1323
MB1323
MB1323
MB1323_STATION MARK IS A BENCH MARK DISK
MB1323_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1323_THE MARK IS STAMPED: C 302 1964
MB1323
MB1323 HISTORY - Year Condition Recov. By
MB1323 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1323
MB1323 STATION DESCRIPTION
MB1323
MB1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1323'AT AKRON, 0.7 MILE NORTHWEST ALONG RIVERSIDE DRIVE FROM THE
MB1323'RIVERSIDE CHURCH OF CHRIST, 178 FEET WEST OF THE JUNCTION OF
MB1323'MT. VERNON AVENUE, 120 FEET NORTHEAST OF THE JUNCTION OF MURRAY
MB1323'AVENUE, 18 FEET NORTH OF THE CENTER LINE OF RIVERSIDE DRIVE,
MB1323'37.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE NO. 1495,
MB1323'6.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A BOARD FENCE, 2 1/2
MB1323'FEET EAST OF POWER POLE NO. 44860, ABOUT LEVEL WITH RIVERSIDE
MB1323'DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
|
|
|
|
|
|
|
|
|
|
|
|
2243543.25
|
531766.125
|
0101000020960E000051906D28EB1D4141BEB16A386C3A2041
|
true
|
2011-11-28 03:40:00 -0500
|
false
|
41.12194444444444444445
|
-81.50166666666666666667
|
-81.5016666666667
|
41.1219444444443
|
2243542.31584362
|
531766.110189013
|
683833.065535266
|
162082.634550865
|
147
|
147
|
C 303 S CO
|
MB1326
|
OH
|
Summit
|
|
SCE
|
|
DISK
|
C 303
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD SCEHISTORY - 2006 GOOD SCEHISTORY - 2011 GOOD SCE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
7
|
29.0
|
N
|
81
|
30
|
31.0
|
W
|
SCALED
|
-33.7
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
305.522
|
1002.37
|
ADJUST
|
|
|
|
|
|
|
|
980180.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, SET IN THE TOP AT THE SOUTHWEST END OF THE NORTHEAST
WING WALL AT THE NORTH END OF NORTH MAIN STREET BRIDGE OVER
CUYAHOGA RIVER, AT THE AKRON-CUYAHOGA FALLS BOUNDARY LINE,
15 FEET EAST OF THE EAST CURB OF NORTH MAIN STREET, 0.4 FOOT
EAST OF THE EAST EDGE OF BRIDGE BANISTER, 0.2 FOOT NORTH OF THE
SOUTH EDGE OF WING WALL AND IS ABOUT LEVEL WITH THE STREET.
|
2018-09-19 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1326 ***********************************************************************
MB1326 DESIGNATION - C 303 S CO
MB1326 PID - MB1326
MB1326 STATE/COUNTY- OH/SUMMIT
MB1326
MB1326 HORZ DATUM - NAD 83(1986)
MB1326 VERT DATUM - NAVD 88
MB1326
MB1326 POSITION - 41 07 29. (N) 081 30 31. (W) SCALED
MB1326 83 minus 27 - +00. -01. SCALED
MB1326
MB1326 HEIGHT - 305.522 (meters) 1002.37 (feet) ADJUST
MB1326 88 minus 29 -0.20 ADJ UNCHK
MB1326 ***********************************************************************
MB1326
MB1326 GEOID HEIGHT- -33.70 GEOID90
MB1326 MODELED GRAV- 980,180.2 NAVD88
MB1326
MB1326
MB1326 VERT ORDER - FIRST CLASS 2
MB1326
MB1326
MB1326.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1326.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1326.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1326
MB1326
MB1326
MB1326
MB1326_STATION MARK IS A SURVEY DISK
MB1326_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1326_THE MARK IS STAMPED: C 303
MB1326
MB1326 HISTORY - Year Condition Recov. By
MB1326 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1326 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1326
MB1326 STATION DESCRIPTION
MB1326
MB1326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1326'AT AKRON, SET IN THE TOP AT THE SOUTHWEST END OF THE NORTHEAST
MB1326'WING WALL AT THE NORTH END OF NORTH MAIN STREET BRIDGE OVER
MB1326'CUYAHOGA RIVER, AT THE AKRON-CUYAHOGA FALLS BOUNDARY LINE,
MB1326'13 FEET EAST OF THE EAST CURB OF NORTH MAIN STREET, 0.4 FOOT
MB1326'EAST OF THE EAST EDGE OF BRIDGE BANISTER, 0.2 FOOT NORTH OF THE
MB1326'SOUTH EDGE OF WING WALL AND IS ABOUT LEVEL WITH THE STREET.
|
|
|
|
|
|
|
|
|
|
|
|
2241610.0
|
532606.0
|
0101000020960E0000EDA34FD8281A4141E497A88628422041
|
true
|
2011-11-28 03:42:00 -0500
|
false
|
41.12472222222222222223
|
-81.50861111111111111111
|
-81.5086111111111
|
41.1247222222221
|
2241617.68993043
|
532756.263005015
|
683246.438383671
|
162384.43373278
|
148
|
148
|
C S CO
|
MB1341
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2011 UNABLE TO LOCATE SCE SURVEY CREW
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
3
|
32.0
|
N
|
81
|
34
|
54.0
|
W
|
SCALED
|
-33.58
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
323.485
|
1061.3
|
ADJUST
|
|
|
|
|
|
|
|
980174.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, IN THE WESTERN PART OF THE CITY, ALONG ROMIG ROAD,
110 YARDS SOUTH OF THE T JUNCTION OF ROMIG ROAD AND STATE
HIGHWAY 261 (WOOSTER ROAD), SET ON THE TOP OF THE NORTH END
OF THE WEST CONCRETE HEAD WALL OF A 24 INCH PIPE CULVERT UNDER
ROMIG ROAD, 17.7 FEET WEST OF THE CENTER LINE OF ROMIG ROAD AND
1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
2013-THIS INTERSECTION HAS BEEN RECONFIGURED. IT IS NO LONGER A T INTERSECTION AND THERE IS NO HEADWALL.
|
2013-09-04 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1341 ***********************************************************************
MB1341 DESIGNATION - C S CO
MB1341 PID - MB1341
MB1341 STATE/COUNTY- OH/SUMMIT
MB1341
MB1341 HORZ DATUM - NAD 83(1986)
MB1341 VERT DATUM - NAVD 88
MB1341
MB1341 POSITION - 41 03 32. (N) 081 34 54. (W) SCALED
MB1341 83 minus 27 - +00. -01. SCALED
MB1341
MB1341 HEIGHT - 323.485 (meters) 1061.30 (feet) ADJUST
MB1341 88 minus 29 -0.20 ADJ UNCHK
MB1341 ***********************************************************************
MB1341
MB1341 GEOID HEIGHT- -33.58 GEOID90
MB1341 MODELED GRAV- 980,174.4 NAVD88
MB1341
MB1341
MB1341 VERT ORDER - FIRST CLASS 2
MB1341
MB1341
MB1341.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1341.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1341.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1341
MB1341
MB1341
MB1341
MB1341_STATION MARK IS A SURVEY DISK
MB1341_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1341_THE MARK IS STAMPED: C
MB1341
MB1341 HISTORY - Year Condition Recov. By
MB1341 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1341 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1341
MB1341 STATION DESCRIPTION
MB1341
MB1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1341'AT AKRON, IN THE WESTERN PART OF THE CITY, ALONG ROMIG ROAD,
MB1341'110 YARDS SOUTH OF THE T JUNCTION OF ROMIG ROAD AND STATE
MB1341'HIGHWAY 261 (WOOSTER ROAD), SET ON THE TOP OF THE NORTH END
MB1341'OF THE WEST CONCRETE HEAD WALL OF A 24 INCH PIPE CULVERT UNDER
MB1341'ROMIG ROAD, 17.7 FEET WEST OF THE CENTER LINE OF ROMIG ROAD AND
MB1341'1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2221745.5
|
508551.46875
|
0101000020960E0000D6EB617858F34041E6A1E1EF1F0A1F41
|
true
|
2013-09-05 10:44:00 -0400
|
false
|
41.05888888888888888889
|
-81.58166666666666666667
|
-81.5816666666667
|
41.0588888888887
|
2221744.94048832
|
508551.984259157
|
677189.212239264
|
155006.954816085
|
153
|
153
|
CHAPEL C OF A
|
MB1194
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
CHAPEL
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD COSE CREWHISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
3.69636
|
N
|
81
|
27
|
58.26138
|
W
|
ADJUSTED
|
-33.68
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161645.308
|
686818.135
|
0.99993952
|
+
|
0
|
40
|
45.0
|
|
MT
|
|
|
|
|
359.216
|
1178.53
|
ADJUST
|
|
0.21
|
DEFLEC90
|
|
|
|
|
980177.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 3.8 MILES NORTHEAST OF DOWNTOWN AKRON,
AND AT THE CHAPEL
HILL CHURCH. IT IS 56 FEET SOUTHEAST OF THE NORTHEAST
CORNER OF THE CHURCH, 38 FEET
NORTHEAST OF THE SOUTHEAST CORNER OF THE
CHURCH, AND 98 FEET NORTHWEST OF A 48 INCH OAK
TREE. IT IS A CITY OF
AKRON DISK STAMPED CHAPEL SET IN THE TOP OF A 4 BY 4 INCH
CONCRETE POST 4
INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE COVERED
WITH A 9 INCH IRON COVER.
TO REACH THE STATION FROM THE INTERSECTION OF TALLMADGE AVENUE AND
BRITTAIN ROAD, GO
NORTH ON BRITTAIN ROAD FOR 1.0 MILE TO A ROAD FORK.
TAKE THE LEFT FORK AND CONTINUE
NORTH AND WEST ON SURFACED ROAD FOR 0.1
MILE TO THE CHAPEL HILL CHURCH AND STATION.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
ABOUT 1.1 MILES EAST ALONG HOWE ROAD FROM ITS CROSSING OF THE
BALTIMORE AND OHIO RAILROAD, THENCE 0.15 MILE SOUTH AND EAST
ALONG AN OILED ROAD, AT THE CHAPEL HILL CHURCH, 38 FEET NORTHEAST
OF THE MOST SOUTHEAST CORNER OF THE CHURCH BUILDING, 98 FEET NORTHWEST
OF A 48-INCH OAK TREE, 56 FEET SOUTHEAST OF THE MOST NORTHEAST CORNER
OF THE CHURCH, 140 FEET NORTH OF THE CENTER LINE OF A BLACK TOP
ROAD ALONG SOUTH SIDE OF CHURCH, AND SET IN THE TOP OF A CONCRETE
POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS HAD THROUGH A 9-INCH
ROUND CAST IRON COVER WHICH IS FLUSH WITH THE GROUND. THE COVER
IS MARKED AKRON CITY SURVEY 1963. IN A FENCED-IN SCHOOL PLAYGROUND.
GOOD FOR GPS.
|
2022-01-26 00:00:00 -0500
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1194 ***********************************************************************
MB1194 DESIGNATION - CHAPEL C OF A
MB1194 PID - MB1194
MB1194 STATE/COUNTY- OH/SUMMIT
MB1194
MB1194 HORZ DATUM - NAD 83(1986)
MB1194 VERT DATUM - NAVD 88
MB1194
MB1194 POSITION - 41 07 03.69636(N) 081 27 58.26138(W) ADJUSTED
MB1194 83 minus 27 - +00.20246 -00.57506 ADJUSTED
MB1194
MB1194 HEIGHT - 359.216 (meters) 1178.53 (feet) ADJUST
MB1194 88 minus 29 -0.20 ADJ UNCHK
MB1194 ***********************************************************************
MB1194
MB1194 LAPLACE CORR- 0.21 DEFLEC90
MB1194 GEOID HEIGHT- -33.68 GEOID90
MB1194 MODELED GRAV- 980,177.9 NAVD88
MB1194
MB1194
MB1194 HORZ ORDER - FIRST
MB1194 VERT ORDER - FIRST CLASS 2
MB1194
MB1194
MB1194.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1194.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1194.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1194.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1194
MB1194; North East Scale Converg.
MB1194;SPC OH N - 161,645.308 686,818.135 0.99993952 +0 40 45.0 MT
MB1194;UTM 17 - 4,551,926.987 460,863.001 0.99961885 -0 18 23.7 MT
MB1194
MB1194: Primary Azimuth Mark Grid Az
MB1194:SPC OH N - CUYAHOGA FALLS MUN STANDPIPE 000 15 38.4
MB1194:UTM 17 - CUYAHOGA FALLS MUN STANDPIPE 001 14 47.1
MB1194
MB1194|---------------------------------------------------------------------|
MB1194| Pid Reference Object Distance Geod. AZ |
MB1194| dddmmss.ss|
MB1194| MB2738 CUYAHOGA FALLS MUN STANDPIPE APPROX. 0.9 KM 0005623.4 |
MB1194| MB2710 TALLMADGE FIRST CONG CH SPIRE APPROX. 2.7 KM 1301140.8 |
MB1194| MB2874 CUYAHOGA FALLS P T MUN SPIPE APPROX. 4.1 KM 3153616.0 |
MB1194|---------------------------------------------------------------------|
MB1194
MB1194_STATION MARK IS A SURVEY DISK
MB1194_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1194_THE MARK IS STAMPED: CHAPEL
MB1194
MB1194 HISTORY - Year Condition Recov. By
MB1194 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1194 HISTORY - 1963 CITY OF AKRON OHIO
MB1194 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1194
MB1194 STATION DESCRIPTION
MB1194
MB1194'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1194'THE STATION IS LOCATED ABOUT 3.8 MILES NORTHEAST OF DOWNTOWN AKRON,
MB1194'AND AT THE CHAPEL
MB1194'HILL CHURCH. IT IS 56 FEET SOUTHEAST OF THE NORTHEAST
MB1194'CORNER OF THE CHURCH, 38 FEET
MB1194'NORTHEAST OF THE SOUTHEAST CORNER OF THE
MB1194'CHURCH, AND 98 FEET NORTHWEST OF A 48 INCH OAK
MB1194'TREE. IT IS A CITY OF
MB1194'AKRON DISK STAMPED CHAPEL SET IN THE TOP OF A 4 BY 4 INCH
MB1194'CONCRETE POST 4
MB1194'INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE COVERED
MB1194'WITH A 9 INCH IRON COVER.
MB1194'
MB1194'TO REACH THE STATION FROM THE INTERSECTION OF TALLMADGE AVENUE AND
MB1194'BRITTAIN ROAD, GO
MB1194'NORTH ON BRITTAIN ROAD FOR 1.0 MILE TO A ROAD FORK.
MB1194'TAKE THE LEFT FORK AND CONTINUE
MB1194'NORTH AND WEST ON SURFACED ROAD FOR 0.1
MB1194'MILE TO THE CHAPEL HILL CHURCH AND STATION.
MB1194'
MB1194
MB1194 STATION RECOVERY (1964)
MB1194
MB1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1194'ABOUT 1.1 MILES EAST ALONG HOWE ROAD FROM ITS CROSSING OF THE
MB1194'BALTIMORE AND OHIO RAILROAD, THENCE 0.15 MILE SOUTH AND EAST
MB1194'ALONG AN OILED ROAD, AT THE CHAPEL HILL CHURCH, 38 FEET NORTHEAST
MB1194'OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 98 FEET NORTHWEST
MB1194'OF A 48-INCH OAK TREE, 56 FEET SOUTHEAST OF THE NORTHEAST CORNER
MB1194'OF THE CHURCH, 140 FEET NORTH OF THE CENTER LINE OF A BLACK TOP
MB1194'ROAD ALONG SOUTH SIDE OF CHURCH, AND SET IN THE TOP OF A CONCRETE
MB1194'POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS HAD THROUGH A 9-INCH
MB1194'ROUND CAST IRON COVER WHICH IS FLUSH WITH THE GROUND. THE COVER
MB1194'IS MARKED AKRON CITY SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2253335.0
|
530331.8125
|
0101000020960E0000920F34EA0B31414173B877A1362F2041
|
true
|
2013-07-15 07:20:00 -0400
|
false
|
41.11769343333333333334
|
-81.46618371666666666667
|
-81.4661837166667
|
41.1176934333332
|
2253335.82971377
|
530331.31536652
|
686818.134533026
|
161645.308214315
|
303
|
303
|
TRAIL C OF A
|
MB1331
|
OH
|
Summit
|
TWINSBURG
|
CITY OF AKRON
|
|
Disk in Concrete
|
TRAIL
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE CREWHISTORY - 2012 GOOD COSE SURVEY CREW-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
20.69472
|
N
|
81
|
32
|
5.50555
|
W
|
ADJUSTED
|
-33.73
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
163954.246
|
681024.554
|
0.99993991
|
+
|
0
|
38
|
2.6
|
|
MT
|
|
|
|
|
306.503
|
1005.58
|
ADJUST
|
|
0.17
|
DEFLEC90
|
|
|
|
|
980183.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF DOWNTOWN AKRON, 1-1/2
MILES WEST OF NORTH MAIN STREET,
150 FEET NORTHEAST OF THE HOUSE AT 836 PORTAGE TRAIL ROAD AND ON THE
SOUTH SIDE OF THE ROAD RIGHT-OF-WAY.
IT IS 21.7 FEET SOUTH OF THE CENTERLINE OF PORTAGE
TRAIL ROAD, 43.5 FEET WEST OF A TELEPHONE POLE, 50.5
FEET EAST OF THE CENTERLINE OF THE
DRIVEWAY TO MR. B.E. CROSBYS HOUSE AT 836 PORTAGE TRAIL ROAD AND 62
FEET EAST OF A TELEPHONE POLE.
THE MARK IS A CITY OF AKRON DISK STAMPED TRAIL SET IN THE TOP OF A 6
INCH SQUARE CONCRETE MONUMENT 4
INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE
AND COVERED WITH A 9 INCH IRON COVER.
HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.4 MILE WEST ALONG PORTAGE TRAIL FROM THE
INTERSECTION OF CUYAHOGA STREET, 140 FEET NORTHEAST OF THE NORTHEAST
CORNER OF GARAGE WHICH IS ATTACHED TO HOUSE NO. 836, 50 FEET EAST
OF THE CENTER LINE OF DRIVEWAY TO HOUSE, 44 FEET WEST OF CABLE
POLE NO. 87183, 23 FEET SOUTH OF THE CENTER LINE OF PORTAGE TRAIL,
ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
ABOUT 4-INCHES BELOW THE LEVEL OF THE GROUND ACCESS WHICH IS HAD
THROUGH A 9-INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
I FOOT EAST OF A METAL WITNESS POST.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1331 ***********************************************************************
MB1331 DESIGNATION - TRAIL C OF A
MB1331 PID - MB1331
MB1331 STATE/COUNTY- OH/SUMMIT
MB1331
MB1331 HORZ DATUM - NAD 83(1986)
MB1331 VERT DATUM - NAVD 88
MB1331
MB1331 POSITION - 41 08 20.69472(N) 081 32 05.50555(W) ADJUSTED
MB1331 83 minus 27 - +00.19642 -00.56169 ADJUSTED
MB1331
MB1331 HEIGHT - 306.503 (meters) 1005.58 (feet) ADJUST
MB1331 88 minus 29 -0.20 ADJ UNCHK
MB1331 ***********************************************************************
MB1331
MB1331 LAPLACE CORR- 0.17 DEFLEC90
MB1331 GEOID HEIGHT- -33.73 GEOID90
MB1331 MODELED GRAV- 980,183.7 NAVD88
MB1331
MB1331
MB1331 HORZ ORDER - FIRST
MB1331 VERT ORDER - FIRST CLASS 2
MB1331
MB1331
MB1331.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1331.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1331.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1331.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1331
MB1331; North East Scale Converg.
MB1331;SPC OH N - 163,954.246 681,024.554 0.99993991 +0 38 02.6 MT
MB1331;UTM 17 - 4,554,334.497 455,111.833 0.99962480 -0 21 06.8 MT
MB1331
MB1331: Primary Azimuth Mark Grid Az
MB1331:SPC OH N - AKRON RADIO STA WADC W TOWER 030 32 05.1
MB1331:UTM 17 - AKRON RADIO STA WADC W TOWER 031 31 14.5
MB1331
MB1331|---------------------------------------------------------------------|
MB1331| Pid Reference Object Distance Geod. AZ |
MB1331| dddmmss.ss|
MB1331| MB2875 AKRON RADIO STA WADC W TOWER APPROX. 3.7 KM 0311007.7 |
MB1331| MB2869 AKRON RADIO STA WADC E TOWER APPROX. 3.8 KM 0322958.7 |
MB1331| MB2871 AKRON RADIO STA WCUE E MAST APPROX. 1.9 KM 1400905.3 |
MB1331| MB2872 AKRON RADIO STA WCUE W MAST APPROX. 1.8 KM 1435552.0 |
MB1331| MB2920 AKRON TV STATION WAKR MAST APPROX. 6.4 KM 1673411.4 |
MB1331|---------------------------------------------------------------------|
MB1331
MB1331_STATION MARK IS A SURVEY DISK
MB1331_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1331_THE MARK IS STAMPED: TRAIL
MB1331
MB1331 HISTORY - Year Condition Recov. By
MB1331 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1331 HISTORY - 1963 CITY OF AKRON OHIO
MB1331 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1331
MB1331 STATION DESCRIPTION
MB1331
MB1331'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1331'THE STATION IS ABOUT 4 MILES NORTH-NORTHWEST OF DOWNTOWN AKRON, 1-1/2
MB1331'MILES WEST OF NORTH MAIN STREET,
MB1331'150 FEET NORTHEAST OF THE HOUSE AT 836 PORTAGE TRAIL ROAD AND ON THE
MB1331'SOUTH SIDE OF THE ROAD RIGHT-OF-WAY.
MB1331'IT IS 21.7 FEET SOUTH OF THE CENTERLINE OF PORTAGE
MB1331'TRAIL ROAD, 43.5 FEET WEST OF A TELEPHONE POLE, 50.5
MB1331'FEET EAST OF THE CENTERLINE OF THE
MB1331'DRIVEWAY TO MR. B.E. CROSBYS HOUSE AT 836 PORTAGE TRAIL ROAD AND 62
MB1331'FEET EAST OF A TELEPHONE POLE.
MB1331'THE MARK IS A CITY OF AKRON DISK STAMPED TRAIL SET IN THE TOP OF A 6
MB1331'INCH SQUARE CONCRETE MONUMENT 4
MB1331'INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE
MB1331'AND COVERED WITH A 9 INCH IRON COVER.
MB1331'
MB1331'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
MB1331'
MB1331
MB1331 STATION RECOVERY (1964)
MB1331
MB1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1331'AT AKRON, ABOUT 0.4 MILE WEST ALONG PORTAGE TRAIL FROM THE
MB1331'INTERSECTION OF CUYAHOGA STREET, 140 FEET NORTHEAST OF THE NORTHEAST
MB1331'CORNER OF GARAGE WHICH IS ATTACHED TO HOUSE NO. 836, 50 FEET EAST
MB1331'OF THE CENTER LINE OF DRIVEWAY TO HOUSE, 44 FEET WEST OF CABLE
MB1331'POLE NO. 87183, 23 FEET SOUTH OF THE CENTER LINE OF PORTAGE TRAIL,
MB1331'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
MB1331'ABOUT 4-INCHES BELOW THE LEVEL OF THE GROUND ACCESS WHICH IS HAD
MB1331'THROUGH A 9-INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2234327.0
|
537905.875
|
0101000020960E0000A3148007EC0B414199524D1C656A2041
|
true
|
2012-08-28 09:56:00 -0400
|
false
|
41.13908186666666666666
|
-81.53486265277777777777
|
-81.5348626527778
|
41.1390818666665
|
2234328.05859621
|
537906.555277425
|
681024.554309233
|
163954.245957034
|
310
|
310
|
HAWK C OF A
|
MB1362
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2013 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
42.62078
|
N
|
81
|
34
|
9.67807
|
W
|
ADJUSTED
|
-33.64
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
159046.934
|
678181.017
|
0.99993925
|
+
|
0
|
36
|
41.0
|
|
MT
|
|
|
|
|
307.574
|
1009.1
|
ADJUST
|
|
-0.41
|
DEFLEC90
|
|
|
|
|
980178.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 2-3/4 MILES WEST NORTHWEST OF DOWNTOWN AKRON,
1/2 MILE SOUTH OF
THE INTERSECTION OF SOUTH HAWKINS AVENUE AND SUNSET
VIEW DRIVE IN THE CENTER OF SOUTH
HAWKINS AVENUE AND WEST OF THE DRIVEWAY
TO 519 SOUTH HAWKINS AVENUE. THE MARK IS A CITY OF
AKRON DISK
STAMPED HAWK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH
A 9 INCH IRON COVER.
HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
|
2018-06-05 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1362 ***********************************************************************
MB1362 DESIGNATION - HAWK C OF A
MB1362 PID - MB1362
MB1362 STATE/COUNTY- OH/SUMMIT
MB1362
MB1362 HORZ DATUM - NAD 83(1986)
MB1362 VERT DATUM - NAVD 88
MB1362
MB1362 POSITION - 41 05 42.62078(N) 081 34 09.67807(W) ADJUSTED
MB1362 83 minus 27 - +00.19496 -00.56315 ADJUSTED
MB1362
MB1362 HEIGHT - 307.574 (meters) 1009.10 (feet) ADJUST
MB1362 88 minus 29 -0.20 ADJ UNCHK
MB1362 ***********************************************************************
MB1362
MB1362 LAPLACE CORR- -0.41 DEFLEC90
MB1362 GEOID HEIGHT- -33.64 GEOID90
MB1362 MODELED GRAV- 980,178.5 NAVD88
MB1362
MB1362
MB1362 HORZ ORDER - FIRST
MB1362 VERT ORDER - FIRST CLASS 2
MB1362
MB1362
MB1362.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1362.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1362.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1362.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1362
MB1362; North East Scale Converg.
MB1362;SPC OH N - 159,046.934 678,181.017 0.99993925 +0 36 41.0 MT
MB1362;UTM 17 - 4,549,478.354 452,185.206 0.99962814 -0 22 27.3 MT
MB1362
MB1362: Primary Azimuth Mark Grid Az
MB1362:SPC OH N - MAPLE C OF A 179 48 07.9
MB1362:UTM 17 - MAPLE C OF A 180 47 16.2
MB1362
MB1362|---------------------------------------------------------------------|
MB1362| Pid Reference Object Distance Geod. AZ |
MB1362| dddmmss.ss|
MB1362| MB1361 MAPLE C OF A APPROX. 1.2 KM 1802448.9 |
MB1362|---------------------------------------------------------------------|
MB1362
MB1362_STATION MARK IS A SURVEY DISK
MB1362_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1362_THE MARK IS STAMPED: HAWK
MB1362
MB1362 HISTORY - Year Condition Recov. By
MB1362 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1362 HISTORY - 1963 CITY OF AKRON OHIO
MB1362
MB1362 STATION DESCRIPTION
MB1362
MB1362'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1362'THE STATION IS ABOUT 2-3/4 MILES WEST NORTHWEST OF DOWNTOWN AKRON,
MB1362'1/2 MILE SOUTH OF
MB1362'THE INTERSECTION OF SOUTH HAWKINS AVENUE AND SUNSET
MB1362'VIEW DRIVE IN THE CENTER OF SOUTH
MB1362'HAWKINS AVENUE AND WEST OF THE DRIVEWAY
MB1362'TO 519 SOUTH HAWKINS AVENUE. THE MARK IS A CITY OF
MB1362'AKRON DISK
MB1362'STAMPED HAWK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
MB1362'INCHES BELOW THE
MB1362'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH
MB1362'A 9 INCH IRON COVER.
MB1362'
MB1362'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
MB1362'
|
|
|
|
|
|
|
|
|
|
|
|
2224997.75
|
521806.625
|
0101000020960E0000D6259971B3F94041F1BD87ED39D91F41
|
true
|
2013-09-10 09:25:00 -0400
|
false
|
41.09517243888888888889
|
-81.56935501944444444445
|
-81.5693550194444
|
41.0951724388887
|
2224998.8874862
|
521806.481963127
|
678181.017267828
|
159046.933796212
|
312
|
312
|
HEIGHTS RM 1
|
MB1202
|
OH
|
Summit
|
|
USCGS
|
1942-12-31 00:00:00 -0400
|
DISK IN CONCRETE
|
HEIGHTS NO 1 1943
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
27.0
|
N
|
81
|
28
|
2.0
|
W
|
SCALED
|
-33.62
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
359.81
|
1180.47
|
ADJUST
|
|
|
|
|
|
|
|
980173.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF BRITTAIN ROAD AND NEWTOWN
STREET, 273 FEET SOUTHEAST OF AND ACROSS BRITTAIN ROAD FROM THE
NORTHEAST CORNER OF THE SEIBERLING SCHOOL, 27 FEET EAST OF THE
EAST CURB OF BRITTAIN ROAD, 15.5 FEET SOUTH OF THE NORTHWEST
CORNER OF FENCE AROUND CITY RESERVOIR, 246 FEET NORTH OF RM 2,
1 FOOT EAST OF FENCE AROUND RESERVOIR, 6 FEET ABOVE THE LEVEL OF
BRITTAIN ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
2 INCHES ABOVE THE LEVEL OF THE GROUND.INSIDE FENCED AREA.
|
2019-01-08 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1202 ***********************************************************************
MB1202 DESIGNATION - HEIGHTS RM 1
MB1202 PID - MB1202
MB1202 STATE/COUNTY- OH/SUMMIT
MB1202
MB1202 HORZ DATUM - NAD 83(1986)
MB1202 VERT DATUM - NAVD 88
MB1202
MB1202 POSITION - 41 04 27. (N) 081 28 02. (W) SCALED
MB1202 83 minus 27 - +00. -01. SCALED
MB1202
MB1202 HEIGHT - 359.810 (meters) 1180.47 (feet) ADJUST
MB1202 88 minus 29 -0.19 ADJ UNCHK
MB1202 ***********************************************************************
MB1202
MB1202 GEOID HEIGHT- -33.62 GEOID90
MB1202 MODELED GRAV- 980,173.8 NAVD88
MB1202
MB1202
MB1202 VERT ORDER - FIRST CLASS 2
MB1202
MB1202
MB1202.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1202.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1202.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1202
MB1202
MB1202
MB1202
MB1202_STATION MARK IS A REFERENCE MARK DISK
MB1202_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1202_THE MARK IS STAMPED: HEIGHTS NO 1 1943
MB1202
MB1202 HISTORY - Year Condition Recov. By
MB1202 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1202 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1202
MB1202 STATION DESCRIPTION
MB1202
MB1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1202'AT AKRON, NEAR THE INTERSECTION OF BRITTAIN ROAD AND NEWTOWN
MB1202'STREET, 273 FEET SOUTHEAST OF AND ACROSS BRITTAIN ROAD FROM THE
MB1202'NORTHEAST CORNER OF THE SEIBERLING SCHOOL, 27 FEET EAST OF THE
MB1202'EAST CURB OF BRITTAIN ROAD, 15.5 FEET SOUTH OF THE NORTHWEST
MB1202'CORNER OF FENCE AROUND CITY RESERVOIR, 246 FEET NORTH OF RM 2,
MB1202'1 FOOT WEST OF FENCE AROUND RESERVOIR, 6 FEET ABOVE THE LEVEL OF
MB1202'BRITTAIN ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
MB1202'2 INCHES ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2253237.0
|
514470.3125
|
0101000020960E00007AE517C0DA304141B09273249B661F41
|
true
|
2013-07-12 07:24:00 -0400
|
false
|
41.07416666666666666667
|
-81.46722222222222222223
|
-81.4672222222222
|
41.0741666666665
|
2253237.50072926
|
514470.785597126
|
686788.163798606
|
156811.009072004
|
313
|
313
|
HEIGHTS RM 2
|
MB1201
|
OH
|
Summit
|
|
USCGS
|
1942-12-31 00:00:00 -0400
|
DISK IN CONCRETE
|
HEIGHTS NO 2 1943
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
24.0
|
N
|
81
|
28
|
2.0
|
W
|
SCALED
|
-33.62
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
359.965
|
1180.99
|
ADJUST
|
|
|
|
|
|
|
|
980173.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF BRITTAIN ROAD AND NEWTON
STREET, NEAR THE CITY RESERVOIR, 211 FEET NORTHEAST OF THE
APPROXIMATE CENTER OF THE INTERSECTION OF BRITTAIN ROAD AND
NEWTOWN STREET, 135 FEET NORTH OF THE SOUTHWEST CORNER OF THE
FENCE AROUND THE RESERVOIR, 27 FEET EAST OF THE EAST CURB OF
BRITTAIN ROAD, 357.7 FEET EAST OF THE STATION (COMPUTED DISTANCE)
WHICH IS ON TOP OF THE SEIBERLING SCHOOL, 57.7 FEET SOUTH OF
THE CENTER OF GATE TO RESERVOIR, 1 FOOT EAST OF FENCE AROUND
RESERVOIR, 246 FEET SOUTH OF RM 1, 6 FEET ABOVE THE LEVEL OF
BRITTAIN ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
2 INCHES ABOVE THE LEVEL OF THE GROUND.INSIDE FENCED AREA.
|
2019-01-08 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1201 ***********************************************************************
MB1201 DESIGNATION - HEIGHTS RM 2
MB1201 PID - MB1201
MB1201 STATE/COUNTY- OH/SUMMIT
MB1201
MB1201 HORZ DATUM - NAD 83(1986)
MB1201 VERT DATUM - NAVD 88
MB1201
MB1201 POSITION - 41 04 24. (N) 081 28 02. (W) SCALED
MB1201 83 minus 27 - +00. -01. SCALED
MB1201
MB1201 HEIGHT - 359.965 (meters) 1180.99 (feet) ADJUST
MB1201 88 minus 29 -0.20 ADJ UNCHK
MB1201 ***********************************************************************
MB1201
MB1201 GEOID HEIGHT- -33.62 GEOID90
MB1201 MODELED GRAV- 980,173.7 NAVD88
MB1201
MB1201
MB1201 VERT ORDER - FIRST CLASS 2
MB1201
MB1201
MB1201.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1201.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1201.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1201
MB1201
MB1201
MB1201
MB1201_STATION MARK IS A REFERENCE MARK DISK
MB1201_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1201_THE MARK IS STAMPED: HEIGHTS NO 2 1943
MB1201
MB1201 HISTORY - Year Condition Recov. By
MB1201 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1201 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1201
MB1201 STATION DESCRIPTION
MB1201
MB1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1201'AT AKRON, NEAR THE INTERSECTION OF BRITTAIN ROAD AND NEWTON
MB1201'STREET, NEAR THE CITY RESERVOIR, 211 FEET NORTHEAST OF THE
MB1201'APPROXIMATE CENTER OF THE INTERSECTION OF BRITTAIN ROAD AND
MB1201'NEWTOWN STREET, 135 FEET NORTH OF THE SOUTHWEST CORNER OF THE
MB1201'FENCE AROUND THE RESERVOIR, 27 FEET EAST OF THE EAST CURB OF
MB1201'BRITTAIN ROAD, 357.7 FEET EAST OF THE STATION (COMPUTED DISTANCE)
MB1201'WHICH IS ON TOP OF THE SEIBERLING SCHOOL, 57.7 FEET SOUTH OF
MB1201'THE CENTER OF GATE TO RESERVOIR, 1 FOOT WEST OF FENCE AROUND
MB1201'RESERVOIR, 246 FEET SOUTH OF RM 1, 6 FEET ABOVE THE LEVEL OF
MB1201'BRITTAIN ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
MB1201'2 INCHES ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2253240.5
|
514167.34375
|
0101000020960E00003945478CDC30414144C8B8C9DC611F41
|
true
|
2013-07-12 07:22:00 -0400
|
false
|
41.07333333333333333334
|
-81.46722222222222222223
|
-81.4672222222222
|
41.0733333333332
|
2253241.095925
|
514167.196993951
|
686789.259616459
|
156718.475080691
|
314
|
314
|
HOME RM 1
|
MB1098
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
44.0
|
N
|
81
|
29
|
16.0
|
W
|
SCALED
|
-33.68
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
335.961
|
1102.23
|
ADJUST
|
|
|
|
|
|
|
|
980179.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, IN THE NORTHEAST PART OF THE CITY, NEAR THE
INTERSECTION OF BELDEN AVENUE AND SCENIC WAY, NEAR THE HOME
AVENUE WATER TANK, 93.6 FEET NORTHEAST OF THE STATION, 7 FEET
WEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE WATER TANK,
72 FEET SOUTH OF A POWER LINE POLE, SET IN THE TOP OF A CONCRETE
POST FLUSH WITH THE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2012-04-25 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1098 ***********************************************************************
MB1098 DESIGNATION - HOME RM 1
MB1098 PID - MB1098
MB1098 STATE/COUNTY- OH/SUMMIT
MB1098
MB1098 HORZ DATUM - NAD 83(1986)
MB1098 VERT DATUM - NAVD 88
MB1098
MB1098 POSITION - 41 06 44. (N) 081 29 16. (W) SCALED
MB1098 83 minus 27 - +00. -01. SCALED
MB1098
MB1098 HEIGHT - 335.961 (meters) 1102.23 (feet) ADJUST
MB1098 88 minus 29 -0.20 ADJ UNCHK
MB1098 ***********************************************************************
MB1098
MB1098 GEOID HEIGHT- -33.68 GEOID90
MB1098 MODELED GRAV- 980,179.1 NAVD88
MB1098
MB1098
MB1098 VERT ORDER - FIRST CLASS 2
MB1098
MB1098
MB1098.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1098.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1098.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1098
MB1098
MB1098
MB1098
MB1098_STATION MARK IS A REFERENCE MARK DISK
MB1098_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1098_THE MARK IS STAMPED: HOME NO 1 1943
MB1098
MB1098 HISTORY - Year Condition Recov. By
MB1098 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1098 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1098 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1098
MB1098 STATION DESCRIPTION
MB1098
MB1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1098'AT AKRON, IN THE NORTHEAST PART OF THE CITY, NEAR THE
MB1098'INTERSECTION OF BELDEN AVENUE AND SCENIC WAY, NEAR THE HOME
MB1098'AVENUE WATER TANK, 93.6 FEET NORTHEAST OF THE STATION, 7 FEET
MB1098'WEST OF THE NORTHWEST CORNER OF THE FENCE AROUND THE WATER TANK,
MB1098'72 FEET SOUTH OF A POWER LINE POLE, SET IN THE TOP OF A CONCRETE
MB1098'POST FLUSH WITH THE GROUND.
MB1098
MB1098 STATION RECOVERY (1983)
MB1098
MB1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1098'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2247409.75
|
528267.75
|
0101000020960E0000494105D5782541413706DE9E181F2041
|
true
|
2012-04-26 10:03:00 -0400
|
false
|
41.11222222222222222222
|
-81.48777777777777777777
|
-81.4877777777778
|
41.1122222222221
|
2247409.66422287
|
528268.310287661
|
685011.835678802
|
161016.503008668
|
315
|
315
|
HOME RM 2
|
MB1096
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
44.0
|
N
|
81
|
29
|
16.0
|
W
|
SCALED
|
-33.68
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
334.854
|
1098.6
|
ADJUST
|
|
|
|
|
|
|
|
980179.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, IN THE NORTHEAST PART OF THE CITY, NEAR THE INTERSECTION
OF BELDEN AVENUE AND SCENIC WAY, NEAR THE HOME AVENUE WATER TANK,
42 FEET NORTHEAST OF A CONCRETE MARKER FOR THE INTERSECTION OF
BELDEN AVENUE AND SCENIC WAY, 56 FEET NORTH OF THE CENTER LINE
OF BELDEN AVENUE, 95.7 FEET SOUTHWEST OF THE STATION AND SET IN
THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2012-04-25 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1096 ***********************************************************************
MB1096 DESIGNATION - HOME RM 2
MB1096 PID - MB1096
MB1096 STATE/COUNTY- OH/SUMMIT
MB1096
MB1096 HORZ DATUM - NAD 83(1986)
MB1096 VERT DATUM - NAVD 88
MB1096
MB1096 POSITION - 41 06 44. (N) 081 29 16. (W) SCALED
MB1096 83 minus 27 - +00. -01. SCALED
MB1096
MB1096 HEIGHT - 334.854 (meters) 1098.60 (feet) ADJUST
MB1096 88 minus 29 -0.20 ADJ UNCHK
MB1096 ***********************************************************************
MB1096
MB1096 GEOID HEIGHT- -33.68 GEOID90
MB1096 MODELED GRAV- 980,179.1 NAVD88
MB1096
MB1096
MB1096 VERT ORDER - FIRST CLASS 2
MB1096
MB1096
MB1096.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1096.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1096.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1096
MB1096
MB1096
MB1096
MB1096_STATION MARK IS A REFERENCE MARK DISK
MB1096_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1096_THE MARK IS STAMPED: HOME NO 2 1943
MB1096
MB1096 HISTORY - Year Condition Recov. By
MB1096 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1096 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1096 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1096
MB1096 STATION DESCRIPTION
MB1096
MB1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1096'AT AKRON, IN THE NORTHEAST PART OF THE CITY, NEAR THE INTERSECTION
MB1096'OF BELDEN AVENUE AND SCENIC WAY, NEAR THE HOME AVENUE WATER TANK,
MB1096'42 FEET NORTHEAST OF A CONCRETE MARKER FOR THE INTERSECTION OF
MB1096'BELDEN AVENUE AND SCENIC WAY, 56 FEET NORTH OF THE CENTER LINE
MB1096'OF BELDEN AVENUE, 95.7 FEET SOUTHWEST OF THE STATION AND SET IN
MB1096'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
MB1096
MB1096 STATION RECOVERY (1983)
MB1096
MB1096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1096'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2247409.75
|
528267.75
|
0101000020960E0000494105D5782541413706DE9E181F2041
|
true
|
2012-04-26 10:04:00 -0400
|
false
|
41.11222222222222222222
|
-81.48777777777777777777
|
-81.4877777777778
|
41.1122222222221
|
2247409.66422287
|
528268.310287661
|
685011.835678802
|
161016.503008668
|
405
|
405
|
WEBB ECC C OF A
|
MB1421
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
1
|
55.47384
|
N
|
81
|
34
|
10.52183
|
W
|
ADJUSTED
|
-33.54
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
152040.372
|
678236.075
|
0.99993933
|
+
|
0
|
36
|
40.4
|
|
MT
|
|
|
|
|
300.597
|
986.21
|
ADJUST
|
|
-0.6
|
DEFLEC90
|
|
|
|
|
980172.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
WEBB (ACS) (ECC.) IS LOCATED NEAR THE NORTHEAST CORNER OF THE
HIGHLAND PARK SCHOOL. IT IS 2
FEET EAST OF THE EAST WALL OF THE SCHOOL BUILDING, 13 FEET SOUTHEAST
OF THE NORTHEAST CORNER OF THE
SCHOOL, 13 FEET WEST OF THE WEST EDGE OF A SIDEWALK AND 26 FEET
NORTHWEST OF THE NORTH EDGE OF CONCRETE
STEPS LEADING TO THE EAST ENTRANCE OF THE SCHOOL.
THE MARK IS A CITY OF AKRON DISK STAMPED WEBB ECC SET IN
THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH
IRON COVER.
RECOVERY NOTE 2013 SCE- NEW SCHOOL BUILDING
|
2013-09-15 20:00:00 -0400
|
SCE
|
Unable to Locate
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1421 ***********************************************************************
MB1421 DESIGNATION - WEBB ECC C OF A
MB1421 PID - MB1421
MB1421 STATE/COUNTY- OH/SUMMIT
MB1421
MB1421 HORZ DATUM - NAD 83(1986)
MB1421 VERT DATUM - NAVD 88
MB1421
MB1421 POSITION - 41 01 55.47384(N) 081 34 10.52183(W) ADJUSTED
MB1421 83 minus 27 - +00.19695 -00.57071 ADJUSTED
MB1421
MB1421 HEIGHT - 300.597 (meters) 986.21 (feet) ADJUST
MB1421 88 minus 29 -0.20 ADJ UNCHK
MB1421 ***********************************************************************
MB1421
MB1421 LAPLACE CORR- -0.60 DEFLEC90
MB1421 GEOID HEIGHT- -33.54 GEOID90
MB1421 MODELED GRAV- 980,172.4 NAVD88
MB1421
MB1421
MB1421 HORZ ORDER - SECOND
MB1421 VERT ORDER - FIRST CLASS 2
MB1421
MB1421
MB1421.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1421.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1421.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1421.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1421
MB1421; North East Scale Converg.
MB1421;SPC OH N - 152,040.372 678,236.075 0.99993933 +0 36 40.4 MT
MB1421;UTM 17 - 4,542,474.061 452,119.780 0.99962821 -0 22 26.2 MT
MB1421
MB1421
MB1421
MB1421_STATION MARK IS A SURVEY DISK
MB1421_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1421_THE MARK IS STAMPED: WEBB ECC
MB1421
MB1421 HISTORY - Year Condition Recov. By
MB1421 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1421 HISTORY - 1963 CITY OF AKRON OHIO
MB1421
MB1421 STATION DESCRIPTION
MB1421
MB1421'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1421'WEBB (ACS) (ECC.) IS LOCATED NEAR THE NORTHEAST CORNER OF THE
MB1421'HIGHLAND PARK SCHOOL. IT IS 2
MB1421'FEET EAST OF THE EAST WALL OF THE SCHOOL BUILDING, 13 FEET SOUTHEAST
MB1421'OF THE NORTHEAST CORNER OF THE
MB1421'SCHOOL, 13 FEET WEST OF THE WEST EDGE OF A SIDEWALK AND 26 FEET
MB1421'NORTHWEST OF THE NORTH EDGE OF CONCRETE
MB1421'STEPS LEADING TO THE EAST ENTRANCE OF THE SCHOOL.
MB1421'THE MARK IS A CITY OF AKRON DISK STAMPED WEBB ECC SET IN
MB1421'THE TOP OF A 6 INCH SQUARE
MB1421'CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF
MB1421'CONCRETE AND COVERED WITH A 9 INCH
MB1421'IRON COVER.
MB1421'
|
|
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|
|
|
|
|
|
|
|
2225180.0
|
498819.75
|
0101000020960E000093A015C30DFA4041E13E017C0C721E41
|
true
|
2013-09-16 10:31:00 -0400
|
false
|
41.03207606666666666667
|
-81.56958939722222222223
|
-81.5695893972222
|
41.0320760666665
|
2225179.52409751
|
498819.121098502
|
678236.075417072
|
152040.372191552
|
407
|
407
|
WEST ECC C OF A
|
MB1381
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
5
|
5.24459
|
N
|
81
|
32
|
0.45232
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157926.863
|
681209.204
|
0.99993918
|
+
|
0
|
38
|
5.9
|
|
MT
|
|
|
|
|
302.002
|
990.82
|
ADJUST
|
|
-0.32
|
DEFLEC90
|
|
|
|
|
980176.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
WEST (ACS) ECC. IS LOCATED ON THE NORTH SIDE OF THE WEST JUNIOR HIGH
SCHOOL, 3 FEET NORTH OF THE
NORTH WALL OF THE SCHOOL, 9.5 FEET SOUTH OF THE SOUTH EDGE OF A
SIDEWALK, 34 FEET WEST OF THE CENTER OF
THE NORTH ENTRANCE TO THE SCHOOL AND 70 FEET EAST OF
THE NORTHWEST CORNER OF THE SCHOOL. THE MARK IS
A CITY OF AKRON DISK STAMPED WEST ECC
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
|
2013-09-15 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1381 ***********************************************************************
MB1381 DESIGNATION - WEST ECC C OF A
MB1381 PID - MB1381
MB1381 STATE/COUNTY- OH/SUMMIT
MB1381
MB1381 HORZ DATUM - NAD 83(1986)
MB1381 VERT DATUM - NAVD 88
MB1381
MB1381 POSITION - 41 05 05.24459(N) 081 32 00.45232(W) ADJUSTED
MB1381 83 minus 27 - +00.19777 -00.56905 ADJUSTED
MB1381
MB1381 HEIGHT - 302.002 (meters) 990.82 (feet) ADJUST
MB1381 88 minus 29 -0.20 ADJ UNCHK
MB1381 ***********************************************************************
MB1381
MB1381 LAPLACE CORR- -0.32 DEFLEC90
MB1381 GEOID HEIGHT- -33.63 GEOID90
MB1381 MODELED GRAV- 980,176.8 NAVD88
MB1381
MB1381
MB1381 HORZ ORDER - SECOND
MB1381 VERT ORDER - FIRST CLASS 2
MB1381
MB1381
MB1381.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1381.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1381.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1381.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1381
MB1381; North East Scale Converg.
MB1381;SPC OH N - 157,926.863 681,209.204 0.99993918 +0 38 05.9 MT
MB1381;UTM 17 - 4,548,306.727 455,192.738 0.99962471 -0 21 02.1 MT
MB1381
MB1381
MB1381
MB1381_STATION MARK IS A SURVEY DISK
MB1381_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1381_THE MARK IS STAMPED: WEST ECC
MB1381
MB1381 HISTORY - Year Condition Recov. By
MB1381 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1381 HISTORY - 1963 CITY OF AKRON OHIO
MB1381
MB1381 STATION DESCRIPTION
MB1381
MB1381'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1381'WEST (ACS) ECC. IS LOCATED ON THE NORTH SIDE OF THE WEST JUNIOR HIGH
MB1381'SCHOOL, 3 FEET NORTH OF THE
MB1381'NORTH WALL OF THE SCHOOL, 9.5 FEET SOUTH OF THE SOUTH EDGE OF A
MB1381'SIDEWALK, 34 FEET WEST OF THE CENTER OF
MB1381'THE NORTH ENTRANCE TO THE SCHOOL AND 70 FEET EAST OF
MB1381'THE NORTHWEST CORNER OF THE SCHOOL. THE MARK IS
MB1381'A CITY OF AKRON DISK STAMPED WEST ECC
MB1381'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB1381'THE SURFACE OF A 3 FOOT SQUARE OF
MB1381'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1381'
|
|
|
|
|
|
|
|
|
|
|
|
2234933.0
|
518131.375
|
0101000020960E00007519ADEE1A0D4141669C11DDCE9F1F41
|
true
|
2013-09-16 10:32:00 -0400
|
false
|
41.08479016388888888889
|
-81.53345897777777777777
|
-81.5334589777778
|
41.0847901638887
|
2234933.86465758
|
518131.715887493
|
681209.204366038
|
157926.862856218
|
408
|
408
|
WHITE POND
|
MB1347
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1990 GOOD RINKER DETWILER AND ASSOCIATESHISTORY - 2013 UNABLE TO LOCATE SCE 2015 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
50.45286
|
N
|
81
|
35
|
18.06613
|
W
|
ADJUSTED
|
-33.65
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
159271.661
|
676582.69
|
0.99993927
|
+
|
0
|
35
|
56.1
|
|
MT
|
|
|
|
|
299.453
|
982.45
|
ADJUST
|
|
-0.41
|
DEFLEC90
|
|
|
|
|
980178.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST-NORTHWEST OF DOWNTOWN
AKRON, IN THE CENTER OF WHITE
POND ROAD, NEAR THE INTERSECTION OF WHITE POND ROAD AND IZORA ROAD.
IT IS 82.4 FEET NORTH-NORTHEAST OF THE
INTERSECTION OF WHITE POND ROAD AND IZORA ROAD, 37.9
FEET NORTHEAST OF A POWER POLE, AND 50.7 FEET
SOUTHWEST OF A POWER POLE. IT IS A CITY OF
AKRON DISK STAMPED WHITE POND, SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 6 INCHES
BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND WITH A 9 INCH
IRON COVER.
RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
RECOVERED AS DESCRIBED.
|
2013-08-05 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1347 ***********************************************************************
MB1347 DESIGNATION - WHITE POND
MB1347 PID - MB1347
MB1347 STATE/COUNTY- OH/SUMMIT
MB1347
MB1347 HORZ DATUM - NAD 83(1986)
MB1347 VERT DATUM - NAVD 88
MB1347
MB1347 POSITION - 41 05 50.45286(N) 081 35 18.06613(W) ADJUSTED
MB1347 83 minus 27 - +00.19330 -00.56063 ADJUSTED
MB1347
MB1347 HEIGHT - 299.453 (meters) 982.45 (feet) ADJUST
MB1347 88 minus 29 -0.20 ADJ UNCHK
MB1347 ***********************************************************************
MB1347
MB1347 LAPLACE CORR- -0.41 DEFLEC90
MB1347 GEOID HEIGHT- -33.65 GEOID90
MB1347 MODELED GRAV- 980,178.4 NAVD88
MB1347
MB1347
MB1347 HORZ ORDER - FIRST
MB1347 VERT ORDER - FIRST CLASS 2
MB1347
MB1347
MB1347.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1347.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1347.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1347.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1347
MB1347; North East Scale Converg.
MB1347;SPC OH N - 159,271.661 676,582.690 0.99993927 +0 35 56.1 MT
MB1347;UTM 17 - 4,549,730.464 450,591.475 0.99963004 -0 23 12.3 MT
MB1347
MB1347: Primary Azimuth Mark Grid Az
MB1347:SPC OH N - AKRON STOCKBRIDGE RD MUN SPIPE 352 29 30.4
MB1347:UTM 17 - AKRON STOCKBRIDGE RD MUN SPIPE 353 28 38.8
MB1347
MB1347|---------------------------------------------------------------------|
MB1347| Pid Reference Object Distance Geod. AZ |
MB1347| dddmmss.ss|
MB1347| MB2928 AKRON STOCKBRIDGE RD MUN SPIPE APPROX. 1.3 KM 3530526.5 |
MB1347|---------------------------------------------------------------------|
MB1347
MB1347_STATION MARK IS A SURVEY DISK
MB1347_WITH SETTING: SET IN TOP OF SQUARE CONCRETE MONUMENT
MB1347_THE MARK IS STAMPED: WHITE POND
MB1347
MB1347 HISTORY - Year Condition Recov. By
MB1347 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB1347 HISTORY - 1990 GOOD RINKER DETWILER AND ASSOCIATES
MB1347
MB1347 STATION DESCRIPTION
MB1347
MB1347'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1347'THE STATION IS LOCATED ABOUT 3-3/4 MILES WEST-NORTHWEST OF DOWNTOWN
MB1347'AKRON, IN THE CENTER OF WHITE
MB1347'POND ROAD, NEAR THE INTERSECTION OF WHITE POND ROAD AND IZORA ROAD.
MB1347'IT IS 82.4 FEET NORTH-NORTHEAST OF THE
MB1347'INTERSECTION OF WHITE POND ROAD AND IZORA ROAD, 37.9
MB1347'FEET NORTHEAST OF A POWER POLE, AND 50.7 FEET
MB1347'SOUTHWEST OF A POWER POLE. IT IS A CITY OF
MB1347'AKRON DISK STAMPED WHITE POND, SET IN THE TOP OF A 6 INCH SQUARE
MB1347'CONCRETE POST THAT IS 6 INCHES
MB1347'BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND WITH A 9 INCH
MB1347'IRON COVER.
MB1347'
MB1347
MB1347 STATION RECOVERY (1990)
MB1347
MB1347'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
MB1347'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2219756.0
|
522543.5
|
0101000020960E000049D93F8575EF40418E01AE19BFE41F41
|
true
|
2013-08-06 10:19:00 -0400
|
false
|
41.09734801666666666666
|
-81.58835170277777777777
|
-81.5883517027778
|
41.0973480166665
|
2219755.04101101
|
522543.775077843
|
676582.689665535
|
159271.661187032
|
422
|
422
|
K 179
|
CE1028
|
OH
|
Summit
|
|
USGS
|
1953-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
K 179 1954
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1989 - UNABLE TO LOCATE COSE
HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
58
|
28.18
|
N
|
81
|
36
|
28.46
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
973.13
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
FIRST
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS FR-11
THE STATION IS LOCATED 2.65 MILES SOUTH ALONG THE
BALTIMORE AND OHIO RAILROAD FROM THE STATION AT
BARBERTON ABOUT 0.3 MILES SOUTH OF CROSSING OF
VANDERHOOF ROAD 32.5' EAST OF THE EAST RAIL OF EAST
TRACK 37.0' SOUTH OF TELEPHONE POLE #22/52 AND ABOUT
1.5' EAST OF THE LINE OF POLES TO THE NORTH AT THE
SOUTH END OF A CURB 21.5' EAST OF MILE POST 23 10.0'
SOUTHWEST OF A 26" ELM TREE ABOUT 75.0' WEST OF
CENTERLINE OF PAVEMENT OF A PRIVATE ROAD PARALLEL TO
TRACK 1.5' WEST OF A WHITE WOODEN WITNESS POST ABOUT
1.5' BELOW LEVEL OF TRACKS AND SET IN THE TOP OF A
CONCRETE POST PROJECTING 3".
SCE 2000- UNABLE TO LOCATE. FOUND REMNANTS OF CONCRETE POST BROKEN WITH NO DISK. FOUND REMNANTS OF BROKEN MILE POST MARKER. ALSO FOUND STUMP OF A POLE BUT COULD NOT VERIFY POLE NUMBER.
|
2013-11-13 19:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1028 *********************************************************************
CE1028 DESIGNATION - K 179
CE1028 PID - CE1028
CE1028 STATE/COUNTY- OH/SUMMIT
CE1028
CE1028 HORZ DATUM - NAD 83(1986)
CE1028 VERT DATUM - NGVD 29
CE1028
CE1028 POSITION - 40 58 28.18 (N) 081 36 28.46 (W) SCALED
CE1028 83 MINUS 27 -
CE1028
CE1028 HEIGHT - (meters) 973.13 (feet) ADJUST
CE1028 88 MINUS 29 -
CE1028 *********************************************************************
CE1028
CE1028 VERT ORDER - FIRST
CE1028
CE1028 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1028 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1028 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1028
CE1028_STATION MARK IS A SURVEY DISK
CE1028_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1028_THE MARK IS STAMPED: K 179 1954
CE1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1028+STABILITY: SURFACE MOTION
CE1028_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1028+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1028
CE1028 HISTORY - Year Condition Recov. By
CE1028 HISTORY - 1989 - UNABLE TO LOCATE COSE
CE1028 HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
CE1028 STATION DESCRIPTION
CE1028
CE1028 DESCRIBED BY COSE ALSO KNOWN AS FR-11
CE1028 THE STATION IS LOCATED 2.65 MILES SOUTH ALONG THE
CE1028 BALTIMORE AND OHIO RAILROAD FROM THE STATION AT
CE1028 BARBERTON ABOUT 0.3 MILES SOUTH OF CROSSING OF
CE1028 VANDERHOOF ROAD 32.5' EAST OF THE EAST RAIL OF EAST
CE1028 TRACK 37.0' SOUTH OF TELEPHONE POLE #22/52 AND ABOUT
CE1028 1.5' EAST OF THE LINE OF POLES TO THE NORTH AT THE
CE1028 SOUTH END OF A CURB 21.5' EAST OF MILE POST 23 10.0'
CE1028 SOUTHWEST OF A 26" ELM TREE ABOUT 75.0' WEST OF
CE1028 CENTERLINE OF PAVEMENT OF A PRIVATE ROAD PARALLEL TO
CE1028 TRACK 1.5' WEST OF A WHITE WOODEN WITNESS POST ABOUT
CE1028 1.5' BELOW LEVEL OF TRACKS AND SET IN THE TOP OF A
CE1028 CONCRETE POST PROJECTING 3".
CE1028
|
|
|
|
|
|
|
|
|
|
|
|
2214858.75
|
477713.65625
|
0101000020960E000014492AF4D3E54041CF4347C98C281D41
|
true
|
2013-11-14 09:51:00 -0500
|
false
|
40.97449444444444444445
|
-81.60790555555555555556
|
-81.6079055555556
|
40.9744944444443
|
2214823.90754045
|
477731.196560916
|
675079.677177683
|
145612.759937272
|
423
|
423
|
J 179
|
CE1029
|
OH
|
Summit
|
|
USGS
|
1953-12-31 19:00:00 -0500
|
DISK
|
J 179 1954
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2002 - NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 - DESTROYED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
59
|
19.11
|
N
|
81
|
36
|
22.54
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
970.44
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
FIRST
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS FR-12
THE STATION IS LOCATED 1.65 MILES SOUTH ALONG THE
BALTIMORE AND OHIO RAILROAD FROM THE STATION AT
BARBERTON AT THE DEAD END ( ROAD EXTENDS WEST AND
DEAD ENDS AT TRACK) OF EASTERN ROAD NO. 55 32.0'
WEST OF WEST RAIL OF WEST TRACK 103.0' SOUTH OF A
POWER POLE 74.0' SOUTHWEST AND ACROSS THE TRACK
FROM MILE POST 22 156.0' NORTH OF NORTH END OF WEST
HEADWALL OF A 2.0' CONCRETE AND STONE BOX CULVERT
UNDER TRACK 25.0' NORTH OF CENTERLINE OF PAVEMENT OF
EAST END OF EASTERN ROAD 2.0' NORTHEAST OF A WHITE
WOODEN WITNESS POST ABOUT 3.0' BELOW LEVEL OF TRACKS
AND SET IN TOP OF A CONCRETE POST PROJECTING 4".
SCE 2000-UNABLE TO LOCATE. FOUND BROKEN CONCRETE POST WITH DISK MISSING.
|
2013-11-13 19:00:00 -0500
|
SCE
|
Destroyed
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1029 *********************************************************************
CE1029 DESIGNATION - J 179
CE1029 PID - CE1029
CE1029 STATE/COUNTY- OH/SUMMIT
CE1029
CE1029 HORZ DATUM - NAD 83(1986)
CE1029 VERT DATUM - NGVD 29
CE1029
CE1029 POSITION - 40 59 19.11 (N) 081 36 22.54 (W) SCALED
CE1029 83 MINUS 27 -
CE1029
CE1029 HEIGHT - (meters) 970.44 (feet) ADJUST
CE1029 88 MINUS 29 -
CE1029 *********************************************************************
CE1029
CE1029 VERT ORDER - FIRST
CE1029
CE1029 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1029 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1029 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1029
CE1029_STATION MARK IS A SURVEY DISK
CE1029_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1029_THE MARK IS STAMPED: J 179 1954
CE1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1029+STABILITY: SURFACE MOTION
CE1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1029+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1029
CE1029 HISTORY - Year Condition Recov. By
CE1029 HISTORY - 1996 - GOOD COSE
CE1029 HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
CE1029
CE1029 STATION DESCRIPTION
CE1029
CE1029 DESCRIBED BY COSE ALSO KNOWN AS FR-12
CE1029 THE STATION IS LOCATED 1.65 MILES SOUTH ALONG THE
CE1029 BALTIMORE AND OHIO RAILROAD FROM THE STATION AT
CE1029 BARBERTON AT THE DEAD END ( ROAD EXTENDS WEST AND
CE1029 DEAD ENDS AT TRACK) OF EASTERN ROAD NO. 55 32.0'
CE1029 WEST OF WEST RAIL OF WEST TRACK 103.0' SOUTH OF A
CE1029 POWER POLE 74.0' SOUTHWEST AND ACROSS THE TRACK
CE1029 FROM MILE POST 22 156.0' NORTH OF NORTH END OF WEST
CE1029 HEADWALL OF A 2.0' CONCRETE AND STONE BOX CULVERT
CE1029 UNDER TRACK 25.0' NORTH OF CENTERLINE OF PAVEMENT OF
CE1029 EAST END OF EASTERN ROAD 2.0' NORTHEAST OF A WHITE
CE1029 WOODEN WITNESS POST ABOUT 3.0' BELOW LEVEL OF TRACKS
CE1029 AND SET IN TOP OF A CONCRETE POST PROJECTING 4".
CE1029
|
|
|
|
|
|
|
|
|
|
|
|
2215267.0
|
482878.4375
|
0101000020960E0000914272919CE64041D27D6A2027791D41
|
true
|
2013-11-27 04:59:00 -0500
|
false
|
40.98864166666666666666
|
-81.60626111111111111111
|
-81.6062611111111
|
40.9886416666665
|
2215225.13629944
|
482889.781656233
|
675201.971948013
|
147185.099819001
|
483
|
483
|
WAGNER A C OF A
|
MB1368
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
WAGNER A
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2004 UNABLE TO LOCATE SCEHISTORY - 2012 UNABLE TO LOCATE SCE 2015 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
7
|
41.86241
|
N
|
81
|
34
|
1.30246
|
W
|
ADJUSTED
|
-33.71
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
162727.063
|
678337.111
|
0.9999397
|
+
|
0
|
36
|
46.5
|
|
MT
|
|
|
|
|
302.963
|
993.97
|
ADJUST
|
|
-0.14
|
DEFLEC90
|
|
|
|
|
980183.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
WAGNER (ACS) A IS 0.3 MILE SOUTH OF THE STATION IN THE STREET IN
FRONT OF THE HOUSE AT 716 NORTH
HAWKINS AVENUE. THE MARK IS 7 FEET WEST OF THE CENTERLINE OF NORTH
HAWKINS AVENUE, 6.7 FEET EAST OF THE
WEST CURB, 19.6 FEET WEST OF THE EAST CURB, 34.5 FEET SOUTHWEST
OF POWER POLE NUMBER 102071 AND 56.9 FEET
SOUTHEAST OF THE NORTHEAST CORNER OF THE
HOUSE AT 716 NORTH HAWKINS AVENUE. IT IS A CITY OF AKRON
DISK STAMPED WAGNER A SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
OF A 3 FOOT SQUARE OF CONCRETE
AND COVERED WITH A 9 INCH IRON COVER.
|
2012-08-30 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1368 ***********************************************************************
MB1368 DESIGNATION - WAGNER A C OF A
MB1368 PID - MB1368
MB1368 STATE/COUNTY- OH/SUMMIT
MB1368
MB1368 HORZ DATUM - NAD 83(1986)
MB1368 VERT DATUM - NAVD 88
MB1368
MB1368 POSITION - 41 07 41.86241(N) 081 34 01.30246(W) ADJUSTED
MB1368 83 minus 27 - +00.19417 -00.55916 ADJUSTED
MB1368
MB1368 HEIGHT - 302.963 (meters) 993.97 (feet) ADJUST
MB1368 88 minus 29 -0.20 ADJ UNCHK
MB1368 ***********************************************************************
MB1368
MB1368 LAPLACE CORR- -0.14 DEFLEC90
MB1368 GEOID HEIGHT- -33.71 GEOID90
MB1368 MODELED GRAV- 980,183.3 NAVD88
MB1368
MB1368
MB1368 HORZ ORDER - SECOND
MB1368 VERT ORDER - FIRST CLASS 2
MB1368
MB1368
MB1368.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1368.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1368.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1368.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1368
MB1368; North East Scale Converg.
MB1368;SPC OH N - 162,727.063 678,337.111 0.99993970 +0 36 46.5 MT
MB1368;UTM 17 - 4,553,154.107 452,404.521 0.99962788 -0 22 22.7 MT
MB1368
MB1368
MB1368
MB1368_STATION MARK IS A SURVEY DISK
MB1368_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1368_THE MARK IS STAMPED: WAGNER A
MB1368
MB1368 HISTORY - Year Condition Recov. By
MB1368 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1368 HISTORY - 1963 CITY OF AKRON OHIO
MB1368
MB1368 STATION DESCRIPTION
MB1368
MB1368'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1368'WAGNER (ACS) A IS 0.3 MILE SOUTH OF THE STATION IN THE STREET IN
MB1368'FRONT OF THE HOUSE AT 716 NORTH
MB1368'HAWKINS AVENUE. THE MARK IS 7 FEET WEST OF THE CENTERLINE OF NORTH
MB1368'HAWKINS AVENUE, 6.7 FEET EAST OF THE
MB1368'WEST CURB, 19.6 FEET WEST OF THE EAST CURB, 34.5 FEET SOUTHWEST
MB1368'OF POWER POLE NUMBER 102071 AND 56.9 FEET
MB1368'SOUTHEAST OF THE NORTHEAST CORNER OF THE
MB1368'HOUSE AT 716 NORTH HAWKINS AVENUE. IT IS A CITY OF AKRON
MB1368'DISK STAMPED WAGNER A SET IN THE
MB1368'TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
MB1368'OF A 3 FOOT SQUARE OF CONCRETE
MB1368'AND COVERED WITH A 9 INCH IRON COVER.
MB1368'
|
|
|
|
|
|
|
|
|
|
|
|
2225510.0
|
533880.625
|
0101000020960E00008AB29280B3FA4041663375BEF04A2041
|
true
|
2012-08-31 04:22:00 -0400
|
false
|
41.12829511388888888889
|
-81.56702846111111111111
|
-81.5670284611111
|
41.1282951138887
|
2225511.00447685
|
533880.371987921
|
678337.110838766
|
162727.062836027
|
484
|
484
|
WAGNER C OF A
|
MB1369
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
WAGNER
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition - Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY -2012 GOOD SCE 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
54.96807
|
N
|
81
|
33
|
57.59365
|
W
|
ADJUSTED
|
-33.72
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
163132.238
|
678419.281
|
0.99993977
|
+
|
0
|
36
|
48.9
|
|
MT
|
|
|
|
|
305.339
|
1001.77
|
ADJUST
|
|
-0.11
|
DEFLEC90
|
|
|
|
|
980183.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
STATION IS LOCATED IN SAND RUN METROPOLITAN PARK, NORTH HAWKINS AREA, 800 N. HAWKINS AVE, ABOUT 4-1/2 MILES
NORTHWEST OF DOWNTOWN AKRON,
0.55 MILE SOUTHWEST OF THE CUYAHOGA RIVER, 0.3 MILE SOUTHEAST OF THE
SAND RUN PARKWAY AND ON A HILL AT
THE WEST EDGE OF A WOODED AREA. THE MARK IS 6 FEET WEST
OF THE WEST EDGE OF THE WOODS, 22 FEET NORTHWEST OF
AN 8 INCH OAK TREE AND 24.3 FEET
SOUTHEAST OF A 6 INCH WILD CHERRY TREE.IT IS 20 FEET NORTH OF A 14 INCH PINE AND 21 FEET NORTH OF A TWIN 14 INCH PINE. IT IS A CITY OF AKRON DISK
STAMPED WAGNER SET IN THE TOP OF A
6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
FOOT SQUARE OF CONCRETE AND COVERED
WITH A 9 INCH COVER.
TO REACH FROM THE NORTH END OF NORTH HAWKINS AVENUE, GO
NORTH-NORTHEAST ACROSS THE PARK
FOR 0.15 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
WAGNER A (ACS) IS 0.3 MILE SOUTH OF THE STATION IN THE STREET IN
FRONT OF THE HOUSE AT 716 NORTH
HAWKINS AVENUE. THE MARK IS 7 FEET WEST OF THE CENTERLINE OF NORTH
HAWKINS AVENUE, 6.7 FEET EAST OF THE
WEST CURB, 19.6 FEET WEST OF THE EAST CURB, 34.5 FEET SOUTHWEST
OF POWER POLE NUMBER 102071 AND 56.9 FEET
SOUTHEAST OF THE NORTHEAST CORNER OF THE
HOUSE AT 716 NORTH HAWKINS AVENUE. IT IS A CITY OF AKRON
DISK STAMPED WAGNER A SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
OF A 3 FOOT SQUARE OF CONCRETE
AND COVERED WITH A 9 INCH IRON COVER.
HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
|
2018-06-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1369 ***********************************************************************
MB1369 DESIGNATION - WAGNER C OF A
MB1369 PID - MB1369
MB1369 STATE/COUNTY- OH/SUMMIT
MB1369
MB1369 HORZ DATUM - NAD 83(1986)
MB1369 VERT DATUM - NAVD 88
MB1369
MB1369 POSITION - 41 07 54.96807(N) 081 33 57.59365(W) ADJUSTED
MB1369 83 minus 27 - +00.19410 -00.55877 ADJUSTED
MB1369
MB1369 HEIGHT - 305.339 (meters) 1001.77 (feet) ADJUST
MB1369 88 minus 29 -0.20 ADJ UNCHK
MB1369 ***********************************************************************
MB1369
MB1369 LAPLACE CORR- -0.11 DEFLEC90
MB1369 GEOID HEIGHT- -33.72 GEOID90
MB1369 MODELED GRAV- 980,183.9 NAVD88
MB1369
MB1369
MB1369 HORZ ORDER - FIRST
MB1369 VERT ORDER - FIRST CLASS 2
MB1369
MB1369
MB1369.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1369.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1369.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1369.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1369
MB1369; North East Scale Converg.
MB1369;SPC OH N - 163,132.238 678,419.281 0.99993977 +0 36 48.9 MT
MB1369;UTM 17 - 4,553,557.683 452,493.623 0.99962778 -0 22 20.3 MT
MB1369
MB1369: Primary Azimuth Mark Grid Az
MB1369:SPC OH N - WAGNER A C OF A 191 27 51.2
MB1369:UTM 17 - WAGNER A C OF A 192 27 00.4
MB1369
MB1369|---------------------------------------------------------------------|
MB1369| Pid Reference Object Distance Geod. AZ |
MB1369| dddmmss.ss|
MB1369| MB2920 AKRON TV STATION WAKR MAST APPROX. 6.8 KM 1435706.2 |
MB1369| MB2919 AKRON ST PAULS EPIS CH SPIRE APPROX. 2.9 KM 1690409.8 |
MB1369| MB2882 AKRON CHRIST METH CHURCH SPIRE APPROX. 4.2 KM 1771820.4 |
MB1369| MB1368 WAGNER A C OF A 413.448 METERS 1920440.1 |
MB1369|---------------------------------------------------------------------|
MB1369
MB1369_STATION MARK IS A SURVEY DISK
MB1369_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1369_THE MARK IS STAMPED: WAGNER
MB1369
MB1369 HISTORY - Year Condition Recov. By
MB1369 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1369 HISTORY - 1963 CITY OF AKRON OHIO
MB1369
MB1369 STATION DESCRIPTION
MB1369
MB1369'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1369'STATION IS LOCATED IN SAND RUN METROPOLITAN PARK ABOUT 4-1/2 MILES
MB1369'NORTHWEST OF DOWNTOWN AKRON,
MB1369'0.55 MILE SOUTHWEST OF THE CUYAHOGA RIVER, 0.3 MILE SOUTHEAST OF THE
MB1369'SAND RUN PARKWAY AND ON A HILL AT
MB1369'THE WEST EDGE OF A WOODED AREA. THE MARK IS 6 FEET WEST
MB1369'OF THE WEST EDGE OF THE WOODS, 22 FEET NORTHWEST OF
MB1369'AN 8 INCH OAK TREE AND 24.3 FEET
MB1369'SOUTHEAST OF A 6 INCH WILD CHERRY TREE. IT IS A CITY OF AKRON DISK
MB1369'STAMPED WAGNER SET IN THE TOP OF A
MB1369'6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
MB1369'FOOT SQUARE OF CONCRETE AND COVERED
MB1369'WITH A 9 INCH COVER.
MB1369'
MB1369'TO REACH FROM THE NORTH END OF NORTH HAWKINS AVENUE, GO
MB1369'NORTH-NORTHEAST ACROSS THE PARK
MB1369'FOR 0.15 MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
MB1369'
MB1369'WAGNER (ACS) A IS 0.3 MILE SOUTH OF THE STATION IN THE STREET IN
MB1369'FRONT OF THE HOUSE AT 716 NORTH
MB1369'HAWKINS AVENUE. THE MARK IS 7 FEET WEST OF THE CENTERLINE OF NORTH
MB1369'HAWKINS AVENUE, 6.7 FEET EAST OF THE
MB1369'WEST CURB, 19.6 FEET WEST OF THE EAST CURB, 34.5 FEET SOUTHWEST
MB1369'OF POWER POLE NUMBER 102071 AND 56.9 FEET
MB1369'SOUTHEAST OF THE NORTHEAST CORNER OF THE
MB1369'HOUSE AT 716 NORTH HAWKINS AVENUE. IT IS A CITY OF AKRON
MB1369'DISK STAMPED WAGNER A SET IN THE
MB1369'TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
MB1369'OF A 3 FOOT SQUARE OF CONCRETE
MB1369'AND COVERED WITH A 9 INCH IRON COVER.
MB1369'
MB1369'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
MB1369'
|
|
|
|
|
|
|
|
|
|
|
|
2225779.5
|
535209.5
|
0101000020960E0000BA3EBD4B3AFB40411E4EDF5D53552041
|
true
|
2012-08-28 09:53:00 -0400
|
false
|
41.131935575
|
-81.56599823611111111111
|
-81.5659982361111
|
41.1319355749999
|
2225780.5917128
|
535209.683344308
|
678419.281192624
|
163132.237747803
|
485
|
485
|
WALL C OF A
|
MB1364
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
32.89868
|
N
|
81
|
34
|
9.00958
|
W
|
ADJUSTED
|
-33.67
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
160597.934
|
678180.064
|
0.9999394
|
+
|
0
|
36
|
41.4
|
|
MT
|
|
|
|
|
301.114
|
987.91
|
ADJUST
|
|
-0.35
|
DEFLEC90
|
|
|
|
|
980180.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 3-1/4 MILES NORTHWEST OF DOWNTOWN AKRON AT THE
INTERSECTION OF
SOUTH HAWKINS AVENUE AND WEST EXCHANGE STREET.
ON EXTENDED LINE OF THE NORTH CURB OF WEST EXCHANGE
STREET, 29 FEET
NORTHWEST OF THE CENTER OF A FIRE HYDRANT AND 14 FEET SOUTHWEST OF A
LAMP POST. THE
MARK IS A CITY OF AKRON DISK STAMPED WALL SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE
MONUMENT 4 INCHES BELOW THE SURFACE OF
A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
INCH IRON COVER.
THIS IS A HIGH TRAFFIC AREA.
HEIGHT OF LIGHT ABOVE STATION MARK - 1.6 METERS.
|
2018-06-06 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1364 ***********************************************************************
MB1364 DESIGNATION - WALL C OF A
MB1364 PID - MB1364
MB1364 STATE/COUNTY- OH/SUMMIT
MB1364
MB1364 HORZ DATUM - NAD 83(1986)
MB1364 VERT DATUM - NAVD 88
MB1364
MB1364 POSITION - 41 06 32.89868(N) 081 34 09.00958(W) ADJUSTED
MB1364 83 minus 27 - +00.19452 -00.56135 ADJUSTED
MB1364
MB1364 HEIGHT - 301.114 (meters) 987.91 (feet) ADJUST
MB1364 88 minus 29 -0.20 ADJ UNCHK
MB1364 ***********************************************************************
MB1364
MB1364 LAPLACE CORR- -0.35 DEFLEC90
MB1364 GEOID HEIGHT- -33.67 GEOID90
MB1364 MODELED GRAV- 980,180.4 NAVD88
MB1364
MB1364
MB1364 HORZ ORDER - FIRST
MB1364 VERT ORDER - FIRST CLASS 2
MB1364
MB1364
MB1364.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1364.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1364.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1364.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1364
MB1364; North East Scale Converg.
MB1364;SPC OH N - 160,597.934 678,180.064 0.99993940 +0 36 41.4 MT
MB1364;UTM 17 - 4,551,028.658 452,210.926 0.99962811 -0 22 27.2 MT
MB1364
MB1364: Primary Azimuth Mark Grid Az
MB1364:SPC OH N - HAWK C OF A 179 57 53.2
MB1364:UTM 17 - HAWK C OF A 180 57 01.8
MB1364
MB1364|---------------------------------------------------------------------|
MB1364| Pid Reference Object Distance Geod. AZ |
MB1364| dddmmss.ss|
MB1364| MB2879 AKRON ST SEBASTIANS CH SPIRE APPROX. 1.1 KM 1675000.2 |
MB1364| MB1362 HAWK C OF A APPROX. 1.6 KM 1803434.6 |
MB1364|---------------------------------------------------------------------|
MB1364
MB1364_STATION MARK IS A SURVEY DISK
MB1364_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1364_THE MARK IS STAMPED: WALL
MB1364
MB1364 HISTORY - Year Condition Recov. By
MB1364 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1364 HISTORY - 1963 CITY OF AKRON OHIO
MB1364
MB1364 STATION DESCRIPTION
MB1364
MB1364'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1364'THE STATION IS ABOUT 3-1/4 MILES NORTHWEST OF DOWNTOWN AKRON AT THE
MB1364'INTERSECTION OF
MB1364'SOUTH HAWKINS AVENUE AND WEST EXCHANGE STREET. IT IS
MB1364'0.5 FOOT EAST OF EXTENDED LINE OF
MB1364'THE EAST CURB OF S. HAWKINS AVENUE
MB1364'ON EXTENDED LINE OF THE NORTH CURB OF WEST EXCHANGE
MB1364'STREET, 29 FEET
MB1364'NORTHWEST OF THE CENTER OF A FIRE HYDRANT AND 14 FEET SOUTHWEST OF A
MB1364'LAMP POST. THE
MB1364'MARK IS A CITY OF AKRON DISK STAMPED WALL SET IN THE
MB1364'TOP OF A 6 INCH SQUARE CONCRETE
MB1364'MONUMENT 4 INCHES BELOW THE SURFACE OF
MB1364'A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
MB1364'INCH IRON COVER.
MB1364'
MB1364'HEIGHT OF LIGHT ABOVE STATION MARK - 1.6 METERS.
MB1364'
|
|
|
|
|
|
|
|
|
|
|
|
2224996.0
|
526895.0625
|
0101000020960E0000D2EE25E1B1F940415549761B5E142041
|
true
|
2012-05-15 07:07:00 -0400
|
false
|
41.10913852222222222222
|
-81.56916932777777777778
|
-81.5691693277778
|
41.1091385222221
|
2224995.75897012
|
526895.053636829
|
678180.06369422
|
160597.933544355
|
486
|
486
|
WOMERSLEY C OF A
|
MB1436
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2013 UNABLE TO VERIFY SCEHISTORY - 2014 UNABLE TO LOCATE SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
18.03497
|
N
|
81
|
30
|
38.9362
|
W
|
ADJUSTED
|
-33.67
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
160193.41
|
683086.163
|
0.99993935
|
+
|
0
|
38
|
59.4
|
|
MT
|
|
|
|
|
306.59
|
1005.87
|
ADJUST
|
|
0.04
|
DEFLEC90
|
|
|
|
|
980178.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF DOWNTOWN AKRON,
NEAR THE CENTER OF THE TWO
NORTH BOUND LANES OF NORTH MAIN STREET, AT THE INTERSECTION OF NORTH
MAIN AND FRANCES STREETS, ABOUT 20
FEET NORTHEAST OF THE TRAFFIC LIGHT. IT IS A CITY OF AKRON
DISK STAMPED WOMERSLEY, SET IN THE TOP OF A
6 INCH SQUARE CONCRETE POST THAT IS 6
INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH IRON
MANHOLE COVER THAT IS FLUSH WITH THE
SURFACE OF THE STREET.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, AT THE INTERSECTION OF NORTH MAIN STREET AND FRANCES
AVENUE, NEAR THE CENTER OF THE NORTH-BOUND LANE OF NORTH MAIN
STREET, 20 FEET NORTHEAST OF THE TRAFFIC LIGHT AT THE INTERSECTION,
25 FEET WEST OF THE EAST CURB OF NORTH MAIN STREET, SET IN THE
TOP OF A CONCRETE POST 6 INCHES UNDER THE STREET ACCESS TO WHICH IS
HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963 NOTE 2016-THE LID HAS BEEN REPLACED WITH A WATER VALVE LID.
|
2018-09-19 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1436 ***********************************************************************
MB1436 DESIGNATION - WOMERSLEY C OF A
MB1436 PID - MB1436
MB1436 STATE/COUNTY- OH/SUMMIT
MB1436
MB1436 HORZ DATUM - NAD 83(1986)
MB1436 VERT DATUM - NAVD 88
MB1436
MB1436 POSITION - 41 06 18.03497(N) 081 30 38.93620(W) ADJUSTED
MB1436 83 minus 27 - +00.19902 -00.56957 ADJUSTED
MB1436
MB1436 HEIGHT - 306.590 (meters) 1005.87 (feet) ADJUST
MB1436 88 minus 29 -0.20 ADJ UNCHK
MB1436 ***********************************************************************
MB1436
MB1436 LAPLACE CORR- 0.04 DEFLEC90
MB1436 GEOID HEIGHT- -33.67 GEOID90
MB1436 MODELED GRAV- 980,178.0 NAVD88
MB1436
MB1436
MB1436 HORZ ORDER - FIRST
MB1436 VERT ORDER - FIRST CLASS 2
MB1436
MB1436
MB1436.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1436.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1436.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1436.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1436
MB1436; North East Scale Converg.
MB1436;SPC OH N - 160,193.410 683,086.163 0.99993935 +0 38 59.4 MT
MB1436;UTM 17 - 4,550,539.948 457,107.802 0.99962264 -0 20 09.0 MT
MB1436
MB1436: Primary Azimuth Mark Grid Az
MB1436:SPC OH N - AKRON TV STATION WAKR MAST 193 29 29.8
MB1436:UTM 17 - AKRON TV STATION WAKR MAST 194 28 38.2
MB1436
MB1436|---------------------------------------------------------------------|
MB1436| Pid Reference Object Distance Geod. AZ |
MB1436| dddmmss.ss|
MB1436| MB2878 AKRON OHIO EDISON ELEC CO TWR APPROX. 1.5 KM 1455402.3 |
MB1436| MB1399 YORK C OF A APPROX. 0.6 KM 1823951.8 |
MB1436| MB2920 AKRON TV STATION WAKR MAST APPROX. 2.6 KM 1940829.2 |
MB1436|---------------------------------------------------------------------|
MB1436
MB1436_STATION MARK IS A SURVEY DISK
MB1436_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1436_THE MARK IS STAMPED: WOMERSLEY
MB1436
MB1436 HISTORY - Year Condition Recov. By
MB1436 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1436 HISTORY - 1963 CITY OF AKRON OHIO
MB1436 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1436
MB1436 STATION DESCRIPTION
MB1436
MB1436'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1436'THE STATION IS LOCATED ABOUT 1-3/4 MILES NORTH OF DOWNTOWN AKRON,
MB1436'NEAR THE CENTER OF THE TWO
MB1436'NORTH BOUND LANES OF NORTH MAIN STREET, AT THE INTERSECTION OF NORTH
MB1436'MAIN AND FRANCES STREETS, ABOUT 20
MB1436'FEET NORTHEAST OF THE TRAFFIC LIGHT. IT IS A CITY OF AKRON
MB1436'DISK STAMPED WOMERSLEY, SET IN THE TOP OF A
MB1436'6 INCH SQUARE CONCRETE POST THAT IS 6
MB1436'INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH IRON
MB1436'MANHOLE COVER THAT IS FLUSH WITH THE
MB1436'SURFACE OF THE STREET.
MB1436'
MB1436
MB1436 STATION RECOVERY (1964)
MB1436
MB1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1436'AT AKRON, AT THE INTERSECTION OF NORTH MAIN STREET AND FRANCES
MB1436'AVENUE, NEAR THE CENTER OF THE NORTH-BOUND LANE OF NORTH MAIN
MB1436'STREET, 20 FEET NORTHEAST OF THE TRAFFIC LIGHT AT THE INTERSECTION,
MB1436'25 FEET WEST OF THE EAST CURB OF NORTH MAIN STREET, SET IN THE
MB1436'TOP OF A CONCRETE POST 6 INCHES UNDER THE STREET ACCESS TO WHICH IS
MB1436'HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2241091.0
|
525568.3125
|
0101000020960E000032124AED21194141ACF6B3C2FF092041
|
true
|
2014-05-13 08:43:00 -0400
|
false
|
41.10500971388888888889
|
-81.51081561111111111111
|
-81.5108156111111
|
41.1050097138887
|
2241091.85382297
|
525567.880279263
|
683086.163217568
|
160193.410295923
|
487
|
487
|
WOOD C OF A
|
MB1242
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK
|
WOOD
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
6.0907
|
N
|
81
|
28
|
54.0587
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
158002.463
|
685558.95
|
0.99993919
|
+
|
0
|
40
|
8.3
|
|
MT
|
|
|
|
|
316.061
|
1036.94
|
ADJUST
|
|
-0.07
|
DEFLEC90
|
|
|
|
|
980176.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 2 MILES EAST OF DOWNTOWN AKRON AND NEAR THE
CENTER OF EASTWOOD AVENUE. IT
IS 80 FEET WEST-SOUTHWEST OF A TELEPHONE POLE ON THE NORTH SIDE OF
THE STREET AND 46 FEET
NORTHWEST OF POWER POLE NUMBER 43123. THE MARK IS A CITY OF AKRON
DISK STAMPED WOOD SET IN THE TOP OF A
6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED
WITH A 2 FOOT IRON COVER.
TO REACH FROM THE INTERSECTION OF EAST WOOD AVENUE AND HAZEL STREET,
GO WEST ON EASTWOOD AVENUE
FOR 0.3 MILE TO THE STATION IN THE CENTER OF THE STREET.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.3 MILE WEST ALONG EASTWOOD AVENUE FROM THE
INTERSECTION OF HAZEL STREET, NEAR THE CENTER OF EASTWOOD
AVENUE, ABOUT 0.25 MILE SOUTHEAST ALONG EASTWOOD AVENUE FROM ITS
CROSSING OF THE ERIE RAILROAD, 80 1/2 FEET WEST-SOUTHWEST FROM
POLE NO. 5053 ON THE NORTH SIDE OF AVENUE, 46 FEET NORTHWEST OF
POWER LINE POLE NO. 42123 ALONG THE SOUTH SIDE OF THE AVENUE, SET
IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE
AVENUE ACCESS TO WHICH IS HAD THOUGH A 24 INCH MANHOLE COVER
FLUSH WITH THE AVENUE.
|
2021-12-29 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1242 ***********************************************************************
MB1242 DESIGNATION - WOOD C OF A
MB1242 PID - MB1242
MB1242 STATE/COUNTY- OH/SUMMIT
MB1242
MB1242 HORZ DATUM - NAD 83(1986)
MB1242 VERT DATUM - NAVD 88
MB1242
MB1242 POSITION - 41 05 06.09070(N) 081 28 54.05870(W) ADJUSTED
MB1242 83 minus 27 - +00.20166 -00.57671 ADJUSTED
MB1242
MB1242 HEIGHT - 316.061 (meters) 1036.94 (feet) ADJUST
MB1242 88 minus 29 -0.20 ADJ UNCHK
MB1242 ***********************************************************************
MB1242
MB1242 LAPLACE CORR- -0.07 DEFLEC90
MB1242 GEOID HEIGHT- -33.63 GEOID90
MB1242 MODELED GRAV- 980,176.0 NAVD88
MB1242
MB1242
MB1242 HORZ ORDER - FIRST
MB1242 VERT ORDER - FIRST CLASS 2
MB1242
MB1242
MB1242.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1242.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1242.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1242.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1242
MB1242; North East Scale Converg.
MB1242;SPC OH N - 158,002.463 685,558.950 0.99993919 +0 40 08.3 MT
MB1242;UTM 17 - 4,548,307.499 459,541.762 0.99962015 -0 18 59.6 MT
MB1242
MB1242: Primary Azimuth Mark Grid Az
MB1242:SPC OH N - AKRON SACKS ELECTRIC CO TANK 219 13 07.9
MB1242:UTM 17 - AKRON SACKS ELECTRIC CO TANK 220 12 15.8
MB1242
MB1242|---------------------------------------------------------------------|
MB1242| Pid Reference Object Distance Geod. AZ |
MB1242| dddmmss.ss|
MB1242| MB2713 AKRON ELBON AVE MUNICIPAL TANK APPROX. 3.1 KM 2031159.2 |
MB1242| MB2890 AKRON SACKS ELECTRIC CO TANK APPROX. 2.8 KM 2195316.2 |
MB1242| MB2920 AKRON TV STATION WAKR MAST APPROX. 3.1 KM 2643459.8 |
MB1242|---------------------------------------------------------------------|
MB1242
MB1242_STATION MARK IS A SURVEY DISK
MB1242_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1242_THE MARK IS STAMPED: WOOD
MB1242
MB1242 HISTORY - Year Condition Recov. By
MB1242 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1242 HISTORY - 1963 CITY OF AKRON OHIO
MB1242 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1242
MB1242 STATION DESCRIPTION
MB1242
MB1242'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1242'THE STATION IS ABOUT 2 MILES EAST OF DOWNTOWN AKRON AND NEAR THE
MB1242'CENTER OF EASTWOOD AVENUE. IT
MB1242'IS 80 FEET WEST-SOUTHWEST OF A TELEPHONE POLE ON THE NORTH SIDE OF
MB1242'THE STREET AND 46 FEET
MB1242'NORTHWEST OF POWER POLE NUMBER 43123. THE MARK IS A CITY OF AKRON
MB1242'DISK STAMPED WOOD SET IN THE TOP OF A
MB1242'6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB1242'THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED
MB1242'WITH A 2 FOOT IRON COVER.
MB1242'
MB1242'TO REACH FROM THE INTERSECTION OF EAST WOOD AVENUE AND HAZEL STREET,
MB1242'GO WEST ON EASTWOOD AVENUE
MB1242'FOR 0.3 MILE TO THE STATION IN THE CENTER OF THE STREET.
MB1242'
MB1242
MB1242 STATION RECOVERY (1964)
MB1242
MB1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1242'AT AKRON, ABOUT 0.3 MILE WEST ALONG EASTWOOD AVENUE FROM THE
MB1242'INTERSECTION OF HAZEL STREET, NEAR THE CENTER OF EASTWOOD
MB1242'AVENUE, ABOUT 0.25 MILE SOUTHEAST ALONG EASTWOOD AVENUE FROM ITS
MB1242'CROSSING OF THE ERIE RAILROAD, 80 1/2 FEET WEST-SOUTHWEST FROM
MB1242'POLE NO. 5053 ON THE NORTH SIDE OF AVENUE, 46 FEET NORTHWEST OF
MB1242'POWER LINE POLE NO. 42123 ALONG THE SOUTH SIDE OF THE AVENUE, SET
MB1242'IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE
MB1242'AVENUE ACCESS TO WHICH IS HAD THOUGH A 24 INCH MANHOLE COVER
MB1242'FLUSH WITH THE AVENUE.
|
|
|
|
|
|
|
|
|
|
|
|
2249205.0
|
518379.96875
|
0101000020960E00006AB8CC53FA2841418B92F0FCAEA31F41
|
true
|
2013-07-18 06:36:00 -0400
|
false
|
41.08502519444444444444
|
-81.48168297222222222223
|
-81.4816829722222
|
41.0850251944443
|
2249204.65468507
|
518379.747011461
|
685558.949865909
|
158002.462894005
|
488
|
488
|
WOODLAND C OF A
|
MB1367
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF ALBUQUERQUE NEW MEXICOHISTORY - 2012 GOOD SCE 2015 GOOD COSE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
18.92609
|
N
|
81
|
34
|
14.99868
|
W
|
ADJUSTED
|
-33.7
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
162016.173
|
678025.215
|
0.99993959
|
+
|
0
|
36
|
37.5
|
|
MT
|
|
|
|
|
314.836
|
1032.92
|
ADJUST
|
|
-0.28
|
DEFLEC90
|
|
|
|
|
980182.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1963 (VBM)
THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF DOWNTOWN AKRON, AT
THE PROPOSED SITE OF THE
WOODLAND METHODIST CHURCH, ON THE WEST SIDE OF HAWKINS AVENUE. IT IS
A CITY OF AKRON DISK STAMPED
WOODLAND, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
IS 5 INCHES UNDER A 3 FOOT SQUARE OF
CONCRETE WITH A 9 INCH IRON MANHOLE COVER, THAT IS
FLUSH WITH THE SURFACE OF THE GROUND. IT IS 186.6 FEET
WEST-SOUTHWEST OF THE SOUTHWEST CURB
OF THE INTERSECTION OF HAWKINS AVENUE AND THURMONT ROAD, 108 FEET
SOUTHEAST OF THE INTERSECTION OF
THURMOND ROAD AND TREESIDE ROAD, 34.6 FEET SOUTHEAST OF A FIRE
HYDRANT, 53 FEET SOUTH OF THE
CENTERLINE OF THURMOND ROAD, AND 43 FEET SOUTHWEST OF A POWER POLE.
HEIGHT OF LIGHT ABOVE STATION MARK 22.18 METERS.
|
2018-06-05 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1367 ***********************************************************************
MB1367 DESIGNATION - WOODLAND C OF A
MB1367 PID - MB1367
MB1367 STATE/COUNTY- OH/SUMMIT
MB1367
MB1367 HORZ DATUM - NAD 83(1986)
MB1367 VERT DATUM - NAVD 88
MB1367
MB1367 POSITION - 41 07 18.92609(N) 081 34 14.99868(W) ADJUSTED
MB1367 83 minus 27 - +00.19397 -00.55951 ADJUSTED
MB1367
MB1367 HEIGHT - 314.836 (meters) 1032.92 (feet) ADJUST
MB1367 88 minus 29 -0.20 ADJ UNCHK
MB1367 ***********************************************************************
MB1367
MB1367 LAPLACE CORR- -0.28 DEFLEC90
MB1367 GEOID HEIGHT- -33.70 GEOID90
MB1367 MODELED GRAV- 980,182.3 NAVD88
MB1367
MB1367
MB1367 HORZ ORDER - FIRST
MB1367 VERT ORDER - FIRST CLASS 2
MB1367
MB1367
MB1367.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1367.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1367.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1367.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1367
MB1367; North East Scale Converg.
MB1367;SPC OH N - 162,016.173 678,025.215 0.99993959 +0 36 37.5 MT
MB1367;UTM 17 - 4,552,448.909 452,080.540 0.99962826 -0 22 31.5 MT
MB1367
MB1367: Primary Azimuth Mark Grid Az
MB1367:SPC OH N - FAIR C OF A 153 29
MB1367:UTM 17 - FAIR C OF A 154 29
MB1367
MB1367|---------------------------------------------------------------------|
MB1367| Pid Reference Object Distance Geod. AZ |
MB1367| dddmmss.ss|
MB1367| MB1366 FAIR C OF A 317.711 METERS 15406 |
MB1367|---------------------------------------------------------------------|
MB1367
MB1367_STATION MARK IS A BENCH MARK DISK
MB1367_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1367_THE MARK IS STAMPED: WOODLAND
MB1367
MB1367 HISTORY - Year Condition Recov. By
MB1367 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1367 HISTORY - 1963 CITY OF ALBUQUERQUE NEW MEXICO
MB1367
MB1367 STATION DESCRIPTION
MB1367
MB1367'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1963 (VBM)
MB1367'THE STATION IS LOCATED ABOUT 4 MILES NORTHWEST OF DOWNTOWN AKRON, AT
MB1367'THE PROPOSED SITE OF THE
MB1367'WOODLAND METHODIST CHURCH, ON THE WEST SIDE OF HAWKINS AVENUE. IT IS
MB1367'A CITY OF AKRON DISK STAMPED
MB1367'WOODLAND, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT
MB1367'IS 5 INCHES UNDER A 3 FOOT SQUARE OF
MB1367'CONCRETE WITH A 9 INCH IRON MANHOLE COVER, THAT IS
MB1367'FLUSH WITH THE SURFACE OF THE GROUND. IT IS 186.6 FEET
MB1367'WEST-SOUTHWEST OF THE SOUTHWEST CURB
MB1367'OF THE INTERSECTION OF HAWKINS AVENUE AND THURMOND ROAD, 108 FEET
MB1367'SOUTHEAST OF THE INTERSECTION OF
MB1367'THURMOND ROAD AND TREESIDE ROAD, 34.6 FEET SOUTHEAST OF A FIRE
MB1367'HYDRANT, 53 FEET SOUTH OF THE
MB1367'CENTERLINE OF THURMOND ROAD, AND 43 FEET SOUTHWEST OF A POWER POLE.
MB1367'
MB1367'HEIGHT OF LIGHT ABOVE STATION MARK 22.18 METERS.
MB1367'
|
|
|
|
|
|
|
|
|
|
|
|
2224488.25
|
531548.5625
|
0101000020960E0000A786CBDCB3F84041FDCAC71FB8382041
|
true
|
2012-05-15 07:12:00 -0400
|
false
|
41.12192391388888888889
|
-81.57083296666666666667
|
-81.5708329666667
|
41.1219239138887
|
2224487.72496112
|
531548.062071174
|
678025.214618579
|
162016.173351622
|
489
|
489
|
WORK C OF A
|
MB1396
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2013 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
47.66825
|
N
|
81
|
31
|
30.89013
|
W
|
ADJUSTED
|
-33.68
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161093.804
|
681863.817
|
0.99993946
|
+
|
0
|
38
|
25.3
|
|
MT
|
|
|
|
|
249.33
|
818.01
|
ADJUST
|
|
-0.07
|
DEFLEC90
|
|
|
|
|
980179.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTH OF DOWNTOWN AKRON,
NEAR THE CENTER OF THE SOUTH
BOUND LANE OF CUYAHOGA STREET, 58 PACES NORTH OF THE HOUSE AT 819
CUYAHOGA STREET. IT IS 97 FEET
SOUTHEAST OF A FIRE HYDRANT, 25.7 FEET SOUTHWEST OF A POWER POLE,
31.4 EAST OF THE WEST EDGE OF AN OVERLOOK
(OVERLOOKING THE CITY WORK HOUSE), AND 15.4
FEET WEST OF THE EAST CURB OF CUYAHOGA STREET. IT IS A CITY
OF AKRON DISK STAMPED WORK, SET
IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 5 INCHES UNDER A
9 INCH IRON MANHOLE COVER THAT IS
FLUSH WITH THE TOP OF THE BRICK STREET.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ALONG CUYAHOGA STREET, ABOUT 0.85 MILE NORTH ALONG
CUYAHOGA STREET FROM THE INTERSECTION OF WEST TALLMADGE LEADING
EAST AND TALLMADGE PARKWAY LEADING WEST, 0.25 MILE SOUTH OF A
BRIDGE OVER THE CUYAHOGA RIVER, 97 FEET SOUTHEAST OF A FIRE HYDRANT,
26 FEET SOUTHWEST OF POWER POLE 36869, 15 FEET WEST OF THE EAST
CURB OF CUYAHOGA STREET, SET IN THE TOP OF A CONCRETE POST 6
INCHES UNDERGROUND ACCESS WHICH IS HAD THROUGH A 9-INCH CAST
IRON COVER MARKED ARKON SURVEY 1963.
|
2018-09-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1396 ***********************************************************************
MB1396 DESIGNATION - WORK C OF A
MB1396 PID - MB1396
MB1396 STATE/COUNTY- OH/SUMMIT
MB1396
MB1396 HORZ DATUM - NAD 83(1986)
MB1396 VERT DATUM - NAVD 88
MB1396
MB1396 POSITION - 41 06 47.66825(N) 081 31 30.89013(W) ADJUSTED
MB1396 83 minus 27 - +00.19797 -00.56658 ADJUSTED
MB1396
MB1396 HEIGHT - 249.330 (meters) 818.01 (feet) ADJUST
MB1396 88 minus 29 -0.20 ADJ UNCHK
MB1396 ***********************************************************************
MB1396
MB1396 LAPLACE CORR- -0.07 DEFLEC90
MB1396 GEOID HEIGHT- -33.68 GEOID90
MB1396 MODELED GRAV- 980,179.8 NAVD88
MB1396
MB1396
MB1396 HORZ ORDER - FIRST
MB1396 VERT ORDER - FIRST CLASS 2
MB1396
MB1396
MB1396.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1396.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1396.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1396.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1396
MB1396; North East Scale Converg.
MB1396;SPC OH N - 161,093.804 681,863.817 0.99993946 +0 38 25.3 MT
MB1396;UTM 17 - 4,551,460.945 455,901.508 0.99962393 -0 20 43.4 MT
MB1396
MB1396: Primary Azimuth Mark Grid Az
MB1396:SPC OH N - UHLER C OF A 173 50 21.6
MB1396:UTM 17 - UHLER C OF A 174 49 30.3
MB1396
MB1396|---------------------------------------------------------------------|
MB1396| Pid Reference Object Distance Geod. AZ |
MB1396| dddmmss.ss|
MB1396| MB1395 UHLER C OF A APPROX. 0.5 KM 1742846.9 |
MB1396|---------------------------------------------------------------------|
MB1396
MB1396_STATION MARK IS A SURVEY DISK
MB1396_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1396_THE MARK IS STAMPED: WORK
MB1396
MB1396 HISTORY - Year Condition Recov. By
MB1396 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1396 HISTORY - 1963 CITY OF AKRON OHIO
MB1396 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1396
MB1396 STATION DESCRIPTION
MB1396
MB1396'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1396'THE STATION IS LOCATED ABOUT 2-1/4 MILES NORTH OF DOWNTOWN AKRON,
MB1396'NEAR THE CENTER OF THE SOUTH
MB1396'BOUND LANE OF CUYAHOGA STREET, 58 PACES NORTH OF THE HOUSE AT 819
MB1396'CUYAHOGA STREET. IT IS 97 FEET
MB1396'SOUTHEAST OF A FIRE HYDRANT, 25.7 FEET SOUTHWEST OF A POWER POLE,
MB1396'31.4 EAST OF THE WEST EDGE OF AN OVERLOOK
MB1396'(OVERLOOKING THE CITY WORK HOUSE), AND 15.4
MB1396'FEET WEST OF THE EAST CURB OF CUYAHOGA STREET. IT IS A CITY
MB1396'OF AKRON DISK STAMPED WORK, SET
MB1396'IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 5 INCHES UNDER A
MB1396'9 INCH IRON MANHOLE COVER THAT IS
MB1396'FLUSH WITH THE TOP OF THE BRICK STREET.
MB1396'
MB1396
MB1396 STATION RECOVERY (1964)
MB1396
MB1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1396'AT AKRON, ALONG CUYAHOGA STREET, ABOUT 0.85 MILE NORTH ALONG
MB1396'CUYAHOGA STREET FROM THE INTERSECTION OF WEST TALLMADGE LEADING
MB1396'EAST AND TALLMADGE PARKWAY LEADING WEST, 0.25 MILE SOUTH OF A
MB1396'BRIDGE OVER THE CUYAHOGA RIVER, 58 YARDS NORTH OF A HOUSE AT 819
MB1396'CUYAHOGA STREET, 31 1/2 FEET EAST OF A WHITE WOODEN FENCE ALONG
MB1396'WEST SIDE OF CUYAHOGA STREET, 97 FEET SOUTHEAST OF A FIRE HYDRANT,
MB1396'26 FEET SOUTHWEST OF POWER POLE 36869, 15 FEET WEST OF THE EAST
MB1396'CURB OF CUYAHOGA STREET, SET IN THE TOP OF A CONCRETE POST 6
MB1396'INCHES UNDERGROUND ACCESS WHICH IS HAD THROUGH A 9-INCH CAST
MB1396'IRON COVER MARKED ARKON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2237082.0
|
528521.25
|
0101000020960E0000674A29C54C11414150C340D713212041
|
true
|
2013-09-23 09:47:00 -0400
|
false
|
41.11324118055555555556
|
-81.52524725833333333334
|
-81.5252472583333
|
41.1132411805554
|
2237081.54032259
|
528521.920415977
|
681863.81721796
|
161093.803530381
|
490
|
490
|
WRIGHT C OF A
|
MB1342
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
Disk in Concrete
|
WRIGHT
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2014 NOT RECOVERED COSE SURVEY FIELD CREW 2015 Not Recovered COSE Survey Crew
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
24.93268
|
N
|
81
|
35
|
19.03594
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
156633.537
|
676587.627
|
0.99993915
|
+
|
0
|
35
|
55.4
|
|
MT
|
|
|
|
|
296.084
|
971.4
|
ADJUST
|
|
-0.58
|
DEFLEC90
|
|
|
|
|
980175.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 3-3/4 MILES WEST OF DOWNTOWN AKRON, 2-1/2 MILES
NORTHWEST OF SUMMIT LAKE, 0.1
MILE EAST OF PIGEON CREEK AND AT THE INTERSECTION OF COLLIER AND
WRIGHT ROADS. IT IS IN THE CENTER OF
WRIGHT ROAD AND ABOUT 13 FEET WEST OF THE CENTERLINE OF
COLLIER ROAD. THE MARK IS A CITY OF AKRON DISK
STAMPED WRIGHT SET IN THE TOP OF A 6
INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
FOOT SQUARE OF CONCRETE AND COVERED
WITH A 9 INCH IRON COVER.
|
2014-04-16 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1342 ***********************************************************************
MB1342 DESIGNATION - WRIGHT C OF A
MB1342 PID - MB1342
MB1342 STATE/COUNTY- OH/SUMMIT
MB1342
MB1342 HORZ DATUM - NAD 83(1986)
MB1342 VERT DATUM - NAVD 88
MB1342
MB1342 POSITION - 41 04 24.93268(N) 081 35 19.03594(W) ADJUSTED
MB1342 83 minus 27 - +00.19413 -00.56358 ADJUSTED
MB1342
MB1342 HEIGHT - 296.084 (meters) 971.40 (feet) ADJUST
MB1342 88 minus 29 -0.20 ADJ UNCHK
MB1342 ***********************************************************************
MB1342
MB1342 LAPLACE CORR- -0.58 DEFLEC90
MB1342 GEOID HEIGHT- -33.60 GEOID90
MB1342 MODELED GRAV- 980,175.6 NAVD88
MB1342
MB1342
MB1342 HORZ ORDER - FIRST
MB1342 VERT ORDER - FIRST CLASS 2
MB1342
MB1342
MB1342.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1342.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1342.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1342.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1342
MB1342; North East Scale Converg.
MB1342;SPC OH N - 156,633.537 676,587.627 0.99993915 +0 35 55.4 MT
MB1342;UTM 17 - 4,547,093.461 450,551.047 0.99963009 -0 23 12.3 MT
MB1342
MB1342: Primary Azimuth Mark Grid Az
MB1342:SPC OH N - AKRON DOVER AVE S MUN SPIPE 086 08 34.8
MB1342:UTM 17 - AKRON DOVER AVE S MUN SPIPE 087 07 42.5
MB1342
MB1342|---------------------------------------------------------------------|
MB1342| Pid Reference Object Distance Geod. AZ |
MB1342| dddmmss.ss|
MB1342| MB2921 AKRON DOVER AVE N MUN SPIPE APPROX. 2.2 KM 0854627.6 |
MB1342| MB2917 AKRON DOVER AVE S MUN SPIPE APPROX. 2.2 KM 0864430.2 |
MB1342| MB2884 AKRON WOOSTER AVE MUN TANK APPROX. 3.1 KM 0961105.9 |
MB1342| MB2880 AKRON WOOSTER AVE MUN SPIPE APPROX. 3.1 KM 0962317.2 |
MB1342|---------------------------------------------------------------------|
MB1342
MB1342_STATION MARK IS A SURVEY DISK
MB1342_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1342_THE MARK IS STAMPED: WRIGHT
MB1342
MB1342 HISTORY - Year Condition Recov. By
MB1342 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1342 HISTORY - 1963 CITY OF AKRON OHIO
MB1342 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1342
MB1342 STATION DESCRIPTION
MB1342
MB1342'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1342'THE STATION IS ABOUT 3-3/4 MILES WEST OF DOWNTOWN AKRON, 2-1/2 MILES
MB1342'NORTHWEST OF SUMMIT LAKE, 0.1
MB1342'MILE EAST OF PIGEON CREEK AND AT THE INTERSECTION OF COLLIER AND
MB1342'WRIGHT ROADS. IT IS IN THE CENTER OF
MB1342'WRIGHT ROAD AND ABOUT 13 FEET WEST OF THE CENTERLINE OF
MB1342'COLLIER ROAD. THE MARK IS A CITY OF AKRON DISK
MB1342'STAMPED WRIGHT SET IN THE TOP OF A 6
MB1342'INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
MB1342'FOOT SQUARE OF CONCRETE AND COVERED
MB1342'WITH A 9 INCH IRON COVER.
MB1342'
|
|
|
|
|
|
|
|
|
|
|
|
2219770.75
|
513888.78125
|
0101000020960E0000AEC1949E7DEF4041EAF81E1E825D1F41
|
true
|
2014-04-17 10:32:00 -0400
|
false
|
41.07359241111111111111
|
-81.58862109444444444444
|
-81.5886210944444
|
41.073592411111
|
2219771.23891469
|
513888.529415025
|
676587.626796451
|
156633.537032756
|
491
|
491
|
X 301
|
MB1089
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 19:00:00 -0500
|
DISK
|
X 301 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
HISTORY - 2004 NOT RECOVERED COSE FIELD CREW
HISTORY -2005 Research indictates culvert removed in construction of SR8 mid 1970's.
|
NAD 83(1986)
|
|
false
|
41
|
9
|
48.0
|
N
|
81
|
28
|
11.0
|
W
|
SCALED
|
-33.76
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
302.614
|
992.83
|
ADJUST
|
|
|
|
|
|
|
|
980181.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 2.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
STATION AT CUYAHOGA FALLS, NEAR THE CROSSING OF GRAHAM ROAD,
323 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21 FEET SOUTHEAST OF
THE CENTER LINE OF GRAHAM ROAD, SET ON THE TOP OF THE SOUTHWEST
END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 5 FOOT BOX CULVERT
WITH WING WALL UNDER GRAHAM ROAD AND 1 FOOT BELOW THE LEVEL OF
GRAHAM ROAD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MARK NOT FOUND.
|
2005-06-12 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1089 ***********************************************************************
MB1089 DESIGNATION - X 301
MB1089 PID - MB1089
MB1089 STATE/COUNTY- OH/SUMMIT
MB1089
MB1089 HORZ DATUM - NAD 83(1986)
MB1089 VERT DATUM - NAVD 88
MB1089
MB1089 POSITION - 41 09 48. (N) 081 28 11. (W) SCALED
MB1089 83 minus 27 - +00. -01. SCALED
MB1089
MB1089 HEIGHT - 302.614 (meters) 992.83 (feet) ADJUST
MB1089 88 minus 29 -0.19 ADJ UNCHK
MB1089 ***********************************************************************
MB1089
MB1089 GEOID HEIGHT- -33.76 GEOID90
MB1089 MODELED GRAV- 980,181.6 NAVD88
MB1089
MB1089
MB1089 VERT ORDER - FIRST CLASS 2
MB1089
MB1089
MB1089.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1089.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1089.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1089
MB1089
MB1089
MB1089
MB1089_STATION MARK IS A BENCH MARK DISK
MB1089_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1089_THE MARK IS STAMPED: X 301 1964
MB1089
MB1089 HISTORY - Year Condition Recov. By
MB1089 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1089 HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1089
MB1089 STATION DESCRIPTION
MB1089
MB1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1089'ABOUT 2.2 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
MB1089'STATION AT CUYAHOGA FALLS, NEAR THE CROSSING OF GRAHAM ROAD,
MB1089'323 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 21 FEET SOUTHEAST OF
MB1089'THE CENTER LINE OF GRAHAM ROAD, SET ON THE TOP OF THE SOUTHWEST
MB1089'END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 5 FOOT BOX CULVERT
MB1089'WITH WING WALL UNDER GRAHAM ROAD AND 1 FOOT BELOW THE LEVEL OF
MB1089'GRAHAM ROAD.
MB1089
MB1089 STATION RECOVERY (1983)
MB1089
MB1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1089'MARK NOT FOUND.
|
|
|
|
|
|
|
|
|
|
|
|
2252165.5
|
546947.125
|
0101000020960E00008F00F942C22E4141044B87CA05B12041
|
false
|
2005-06-13 12:00:00 -0400
|
false
|
41.16333333333333333333
|
-81.46972222222222222223
|
-81.4697222222222
|
41.1633333333332
|
2252164.52322394
|
546946.895563454
|
686461.119600897
|
166709.747187219
|
492
|
492
|
X 302
|
MB1215
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
X 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
5
|
2.0
|
N
|
81
|
26
|
30.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
355.189
|
1165.32
|
ADJUST
|
|
|
|
|
|
|
|
980172.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF DARROW ROAD AND EASTWOOD
AVENUE, 174 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION,
90 FEET SOUTH OF THE CENTER LINE OF EASTWOOD AVENUE, 150 FEET
WEST OF THE CENTER LINE OF DARROW ROAD, 9.2 FEET SOUTH EAST OF A
OFFICE BUILDING, AND IS SET IN THE TOP AT THE NORTHEAST CORNER
OF THE CONCRETE BASE WHICH SUPPORTS THE RADIO TOWER OF THE EAST
OHIO GAS CO. IN FENCED IN AREA.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2019-06-23 00:00:00 -0400
|
sce
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1215 ***********************************************************************
MB1215 DESIGNATION - X 302
MB1215 PID - MB1215
MB1215 STATE/COUNTY- OH/SUMMIT
MB1215
MB1215 HORZ DATUM - NAD 83(1986)
MB1215 VERT DATUM - NAVD 88
MB1215
MB1215 POSITION - 41 05 02. (N) 081 26 30. (W) SCALED
MB1215 83 minus 27 - +00. -01. SCALED
MB1215
MB1215 HEIGHT - 355.189 (meters) 1165.32 (feet) ADJUST
MB1215 88 minus 29 -0.19 ADJ UNCHK
MB1215 ***********************************************************************
MB1215
MB1215 GEOID HEIGHT- -33.63 GEOID90
MB1215 MODELED GRAV- 980,172.9 NAVD88
MB1215
MB1215
MB1215 VERT ORDER - FIRST CLASS 2
MB1215
MB1215
MB1215.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1215.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1215.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1215
MB1215
MB1215
MB1215
MB1215_STATION MARK IS A BENCH MARK DISK
MB1215_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1215_THE MARK IS STAMPED: X 302 1964
MB1215
MB1215 HISTORY - Year Condition Recov. By
MB1215 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1215 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1215
MB1215 STATION DESCRIPTION
MB1215
MB1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1215'AT AKRON, NEAR THE INTERSECTION OF DARROW ROAD AND EASTWOOD
MB1215'AVENUE, 174 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION,
MB1215'90 FEET SOUTH OF THE CENTER LINE OF EASTWOOD AVENUE, 150 FEET
MB1215'WEST OF THE CENTER LINE OF DARROW ROAD, 9.2 FEET SOUTH EAST OF A
MB1215'OFFICE BUILDING, AND IS SET IN THE TOP AT THE NORTHEAST CORNER
MB1215'OF THE CONCRETE BASE WHICH SUPPORTS THE RADIO TOWER OF THE EAST
MB1215'OHIO GAS CO.
MB1215
MB1215 STATION RECOVERY (1989)
MB1215
MB1215'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1215'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2260199.0
|
518041.0
|
0101000020960E00005E8022EE873E4141B26AB76F449F1F41
|
true
|
2013-04-03 07:11:00 -0400
|
false
|
41.08388888888888888889
|
-81.44166666666666666666
|
-81.4416666666667
|
41.0838888888887
|
2260239.8604279
|
518097.109098117
|
688922.487303399
|
157916.314685717
|
493
|
493
|
X 303
|
MB1433
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE HISTORY 2016 DESTROYED SCE
|
NAD 83(1986)
|
|
false
|
41
|
3
|
43.0
|
N
|
81
|
30
|
31.0
|
W
|
SCALED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
320.93
|
1052.92
|
ADJUST
|
|
|
|
|
|
|
|
980173.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF EAST SOUTH STREET AND SPICER
STREET, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTH ONE
OF FOUR (4) CONCRETE PIER OF THE SOUTH ONE OF THREE (3) EXPRESSWAYS
OVER SPICER STREET, 68 FEET NORTHEAST OF THE CENTER OF THE
INTERSECTION OF EAST SOUTH STREET AND SPICER STREET, 32 FEET EAST
OF THE CENTER LINE OF SPICER STREET, 58 FEET NORTH OF THE CENTER
LINE OF EAST SOUTH STREET, 21 FEET WEST OF THE WEST RAIL OF THE
AKRON AND BARBERTON BELT RAILROAD AND 2 FEET ABOVE THE LEVEL OF
THE SIDEWALK.
|
2016-05-19 00:00:00 -0400
|
SCE
|
DESTROYED
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1433 ***********************************************************************
MB1433 DESIGNATION - X 303
MB1433 PID - MB1433
MB1433 STATE/COUNTY- OH/SUMMIT
MB1433
MB1433 HORZ DATUM - NAD 83(1986)
MB1433 VERT DATUM - NAVD 88
MB1433
MB1433 POSITION - 41 03 43. (N) 081 30 31. (W) SCALED
MB1433 83 minus 27 - +00. -01. SCALED
MB1433
MB1433 HEIGHT - 320.930 (meters) 1052.92 (feet) ADJUST
MB1433 88 minus 29 -0.19 ADJ UNCHK
MB1433 ***********************************************************************
MB1433
MB1433 GEOID HEIGHT- -33.59 GEOID90
MB1433 MODELED GRAV- 980,173.3 NAVD88
MB1433
MB1433
MB1433 VERT ORDER - FIRST CLASS 2
MB1433
MB1433
MB1433.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1433.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1433.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1433
MB1433
MB1433
MB1433
MB1433_STATION MARK IS A BENCH MARK DISK
MB1433_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1433_THE MARK IS STAMPED: X 303 1964
MB1433
MB1433 HISTORY - Year Condition Recov. By
MB1433 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1433
MB1433 STATION DESCRIPTION
MB1433
MB1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1433'AT AKRON, NEAR THE INTERSECTION OF EAST SOUTH STREET AND SPICER
MB1433'STREET, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTH ONE
MB1433'OF FOUR (4) CONCRETE PIER OF THE SOUTH ONE OF THREE (3) EXPRESSWAYS
MB1433'OVER SPICER STREET, 68 FEET NORTHEAST OF THE CENTER OF THE
MB1433'INTERSECTION OF EAST SOUTH STREET AND SPICER STREET, 32 FEET EAST
MB1433'OF THE CENTER LINE OF SPICER STREET, 58 FEET NORTH OF THE CENTER
MB1433'LINE OF EAST SOUTH STREET, 21 FEET WEST OF THE WEST RAIL OF THE
MB1433'AKRON AND BARBERTON BELT RAILROAD AND 2 FEET ABOVE THE LEVEL OF
MB1433'THE SIDEWALK.
|
|
|
|
|
|
|
|
|
|
|
|
2241877.0
|
509885.1875
|
0101000020960E0000897C76D6AA1A4141D39278DBF61E1F41
|
true
|
2012-05-22 10:09:00 -0400
|
false
|
41.06194444444444444444
|
-81.50861111111111111111
|
-81.5086111111111
|
41.0619444444443
|
2241877.67549092
|
509885.714327139
|
683325.682140997
|
155413.476553848
|
494
|
494
|
Y 178
|
MB1294
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2013 UNABLE TO LOCATE SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
50.0
|
N
|
81
|
32
|
28.0
|
W
|
SCALED
|
-33.57
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
296.677
|
973.35
|
ADJUST
|
|
|
|
|
|
|
|
980173.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ABOUT 2.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE UNION STATION, LOCATED DIRECTLY NORTHWEST AND
ACROSS TRACKS FROM MILE POST 16, IN THE TOP OF THE SOUTH
CORNER OF THE CONCRETE BASE OF THE SOUTH LEG OF A POWER
TRANSMISSION LINE STEEL TOWER, 49.3 FEET NORTHWEST OF NORTHWEST
RAIL OF NORTHWEST MAIN TRACK, 79 FEET SOUTH-SOUTHWEST OF
SOUTHWEST CORNER OF BRICK BUILDING OF AKRON TRANSIT COMPANY, 420 KENMORE BLVD AND
ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK AND ABOUT FLUSH WITH
GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
|
2018-06-04 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1294 ***********************************************************************
MB1294 DESIGNATION - Y 178
MB1294 PID - MB1294
MB1294 STATE/COUNTY- OH/SUMMIT
MB1294
MB1294 HORZ DATUM - NAD 83(1986)
MB1294 VERT DATUM - NAVD 88
MB1294
MB1294 POSITION - 41 02 50. (N) 081 32 28. (W) SCALED
MB1294 83 minus 27 - +00. -01. SCALED
MB1294
MB1294 HEIGHT - 296.677 (meters) 973.35 (feet) ADJUST
MB1294 88 minus 29 -0.20 ADJ UNCHK
MB1294 ***********************************************************************
MB1294
MB1294 GEOID HEIGHT- -33.57 GEOID90
MB1294 MODELED GRAV- 980,173.1 NAVD88
MB1294
MB1294
MB1294 VERT ORDER - FIRST CLASS 2
MB1294
MB1294
MB1294.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1294.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1294.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1294
MB1294
MB1294
MB1294
MB1294_STATION MARK IS A BENCH MARK DISK
MB1294_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1294_THE MARK IS STAMPED: Y 178 1954
MB1294
MB1294 HISTORY - Year Condition Recov. By
MB1294 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1294 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1294
MB1294 STATION DESCRIPTION
MB1294
MB1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1294'AT AKRON, ABOUT 2.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
MB1294'RAILROAD FROM THE UNION STATION, LOCATED DIRECTLY NORTHWEST AND
MB1294'ACROSS TRACKS FROM MILE POST 16, IN THE TOP OF THE SOUTH
MB1294'CORNER OF THE CONCRETE BASE OF THE SOUTH LEG OF A POWER
MB1294'TRANSMISSION LINE STEEL TOWER, 49.3 FEET NORTHWEST OF NORTHWEST
MB1294'RAIL OF NORTHWEST MAIN TRACK, 79 FEET SOUTH-SOUTHWEST OF
MB1294'SOUTHWEST CORNER OF BRICK BUILDING OF AKRON TRANSIT COMPANY, AND
MB1294'ABOUT 6 1/2 FEET BELOW LEVEL OF TRACK AND ABOUT FLUSH WITH
MB1294'GROUND.
MB1294
MB1294 STATION RECOVERY (1963)
MB1294
MB1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1294'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2232974.0
|
504422.03125
|
0101000020960E00001FE89188470941411F4BD85098C91E41
|
true
|
2013-08-06 10:22:00 -0400
|
false
|
41.04722222222222222222
|
-81.54111111111111111111
|
-81.5411111111111
|
41.0472222222221
|
2232975.06695272
|
504422.078950094
|
680612.161631512
|
153748.157160286
|
495
|
495
|
YORK C OF A
|
MB1399
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
58.68453
|
N
|
81
|
30
|
40.12661
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
159596.231
|
683065.158
|
0.9999393
|
+
|
0
|
38
|
58.7
|
|
MT
|
|
|
|
|
300.276
|
985.16
|
ADJUST
|
|
-0.02
|
DEFLEC90
|
|
|
|
|
980177.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF DOWNTOWN AKRON,
NEAR THE TRAFFIC LIGHT AT THE
INTERSECTION OF NORTH MAIN AND YORK STREETS. IT IS A CITY OF AKRON
DISK STAMPED YORK, SET IN THE TOP
OF A 6 INCH SQUARE CONCRETE POST THAT IS UNDER A 3 FOOT
SQUARE OF CONCRETE WITH A 9 INCH IRON MANHOLE
COVER THAT IS FLUSH WITH THE STREET.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, AT THE INTERSECTION OF NORTH MAIN AND YORK STREET
AND NEAR THE APPROXIMATE CENTER OF THE INTERSECTION, SET IN
THE TOP OF A CONCRETE POST 4 INCHES UNDER THE STREET ACCESS
TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
SURVEY 1963.
IN THE CENTER OF A TRAVELED LANE.
2013-IT IS IN A IRON BOX WITH A WATER VALVE LID, 15 FEET SOUTH OF AN IRON BOX AT THE INTERSECTION WITH AN AKRON SURVEY 1961 LID.
|
2018-09-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1399 ***********************************************************************
MB1399 DESIGNATION - YORK C OF A
MB1399 PID - MB1399
MB1399 STATE/COUNTY- OH/SUMMIT
MB1399
MB1399 HORZ DATUM - NAD 83(1986)
MB1399 VERT DATUM - NAVD 88
MB1399
MB1399 POSITION - 41 05 58.68453(N) 081 30 40.12661(W) ADJUSTED
MB1399 83 minus 27 - +00.19898 -00.57028 ADJUSTED
MB1399
MB1399 HEIGHT - 300.276 (meters) 985.16 (feet) ADJUST
MB1399 88 minus 29 -0.20 ADJ UNCHK
MB1399 ***********************************************************************
MB1399
MB1399 LAPLACE CORR- -0.02 DEFLEC90
MB1399 GEOID HEIGHT- -33.66 GEOID90
MB1399 MODELED GRAV- 980,177.4 NAVD88
MB1399
MB1399
MB1399 HORZ ORDER - FIRST
MB1399 VERT ORDER - FIRST CLASS 2
MB1399
MB1399
MB1399.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1399.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1399.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1399.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1399
MB1399; North East Scale Converg.
MB1399;SPC OH N - 159,596.231 683,065.158 0.99993930 +0 38 58.7 MT
MB1399;UTM 17 - 4,549,943.407 457,076.536 0.99962268 -0 20 09.7 MT
MB1399
MB1399: Primary Azimuth Mark Grid Az
MB1399:SPC OH N - AKRON TV STATION WAKR MAST 196 53 07.6
MB1399:UTM 17 - AKRON TV STATION WAKR MAST 197 52 16.0
MB1399
MB1399|---------------------------------------------------------------------|
MB1399| Pid Reference Object Distance Geod. AZ |
MB1399| dddmmss.ss|
MB1399| MB1436 WOMERSLEY C OF A APPROX. 0.6 KM 0023951.0 |
MB1399| MB2922 AKRON ST BERNARDS CH N SPIRE APPROX. 2.5 KM 1935207.3 |
MB1399| MB2916 AKRON ST BERNARDS CH S SPIRE APPROX. 2.5 KM 1935753.7 |
MB1399| MB2881 AKRON EDISON BLDG MAST APPROX. 1.5 KM 1951109.0 |
MB1399| MB2920 AKRON TV STATION WAKR MAST APPROX. 2.0 KM 1973206.3 |
MB1399|---------------------------------------------------------------------|
MB1399
MB1399_STATION MARK IS A SURVEY DISK
MB1399_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1399_THE MARK IS STAMPED: YORK
MB1399
MB1399 HISTORY - Year Condition Recov. By
MB1399 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1399 HISTORY - 1963 CITY OF AKRON OHIO
MB1399 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1399
MB1399 STATION DESCRIPTION
MB1399
MB1399'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1399'THE STATION IS LOCATED ABOUT 1-1/4 MILES NORTH OF DOWNTOWN AKRON,
MB1399'NEAR THE TRAFFIC LIGHT AT THE
MB1399'INTERSECTION OF NORTH MAIN AND YORK STREETS. IT IS A CITY OF AKRON
MB1399'DISK STAMPED YORK, SET IN THE TOP
MB1399'OF A 6 INCH SQUARE CONCRETE POST THAT IS UNDER A 3 FOOT
MB1399'SQUARE OF CONCRETE WITH A 9 INCH IRON MANHOLE
MB1399'COVER THAT IS FLUSH WITH THE STREET.
MB1399'
MB1399
MB1399 STATION RECOVERY (1964)
MB1399
MB1399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1399'AT AKRON, AT THE INTERSECTION OF NORTH MAIN AND YORK STREET
MB1399'AND NEAR THE APPROXIMATE CENTER OF THE INTERSECTION, SET IN
MB1399'THE TOP OF A CONCRETE POST 4 INCHES UNDER THE STREET ACCESS
MB1399'TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
MB1399'SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2241022.75
|
523609.1875
|
0101000020960E000096920A78FF184141BE5CA08962F51F41
|
true
|
2013-09-05 10:39:00 -0400
|
false
|
41.09963459166666666666
|
-81.51114628055555555556
|
-81.5111462805555
|
41.0996345916665
|
2241022.93782265
|
523608.634400796
|
683065.157578658
|
159596.230957806
|
496
|
496
|
YY 303
|
MB1235
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
HISTORY - 2014 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
3
|
33.0
|
N
|
81
|
28
|
18.0
|
W
|
SCALED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
306.512
|
1005.62
|
ADJUST
|
|
|
|
|
|
|
|
980172.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.25 MILE SOUTH ALONG SEIBERLING STREET FROM THE
INTERSECTION OF EAST MARKET STREET, SET ON THE TOP OF THE WEST
END OF THE NORTH CONCRETE ABUTMENT OF THE SEIBERLING STREET
BRIDGE OVER LITTLE CUYAHOGA RIVER, 22 FEET WEST OF THE CENTER
LINE OF SEIBERLING STREET, AND 1 FOOT ABOVE THE LEVEL OF THE
STREET.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
NEW BRIDGE, UNABLE TO LOCATE.
|
2014-04-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1235 ***********************************************************************
MB1235 DESIGNATION - YY 303
MB1235 PID - MB1235
MB1235 STATE/COUNTY- OH/SUMMIT
MB1235
MB1235 HORZ DATUM - NAD 83(1986)
MB1235 VERT DATUM - NAVD 88
MB1235
MB1235 POSITION - 41 03 33. (N) 081 28 18. (W) SCALED
MB1235 83 minus 27 - +00. -01. SCALED
MB1235
MB1235 HEIGHT - 306.512 (meters) 1005.62 (feet) ADJUST
MB1235 88 minus 29 -0.19 ADJ UNCHK
MB1235 ***********************************************************************
MB1235
MB1235 GEOID HEIGHT- -33.59 GEOID90
MB1235 MODELED GRAV- 980,172.6 NAVD88
MB1235
MB1235
MB1235 VERT ORDER - FIRST CLASS 2
MB1235
MB1235
MB1235.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1235.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1235.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1235
MB1235
MB1235
MB1235
MB1235_STATION MARK IS A BENCH MARK DISK
MB1235_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1235_THE MARK IS STAMPED: YY 303 1964
MB1235
MB1235 HISTORY - Year Condition Recov. By
MB1235 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1235 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1235
MB1235 STATION DESCRIPTION
MB1235
MB1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1235'AT AKRON, ABOUT 0.25 MILE SOUTH ALONG SEIBERLING STREET FROM THE
MB1235'INTERSECTION OF EAST MARKET STREET, SET ON THE TOP OF THE WEST
MB1235'END OF THE NORTH CONCRETE ABUTMENT OF THE SEIBERLING STREET
MB1235'BRIDGE OVER LITTLE CUYAHOGA RIVER, 22 FEET WEST OF THE CENTER
MB1235'LINE OF SEIBERLING STREET, AND 1 FOOT ABOVE THE LEVEL OF THE
MB1235'STREET.
MB1235
MB1235 STATION RECOVERY (1989)
MB1235
MB1235'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1235'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2252077.25
|
508991.46875
|
0101000020960E000096E70454962E41412A436FDCFE101F41
|
true
|
2014-04-17 10:20:00 -0400
|
false
|
41.05916666666666666667
|
-81.47166666666666666667
|
-81.4716666666667
|
41.0591666666665
|
2252076.65639968
|
508991.715268182
|
686434.337739297
|
155140.985095698
|
497
|
497
|
Z 178
|
MB1295
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
2
|
28.0
|
N
|
81
|
32
|
56.0
|
W
|
SCALED
|
-33.55
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
304.8
|
1000.0
|
ADJUST
|
|
|
|
|
|
|
|
980172.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ABOUT 3.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE UNION STATION, ABOUT 0.2 MILE SOUTHWEST OF
THE CROSSING OF MANCHESTER ROAD, SOUTHWEST AND ACROSS TRACKS
FROM TELEPHONE POLE NO. 16/30, NEAR THE JUNCTION OF MARYLAND
AVENUE AND FIFTH STREET, 40 1/2 FEET NORTHWEST OF NORTHWEST RAIL
OF NORTHWEST MAIN TRACK, 24 1/2 FEET NORTHWEST OF NORTHWEST RAIL
OF NORTHWEST MOST TRACK, 62 FEET EAST OF CENTER OF JUNCTION OF
MARYLAND AVENUE AND FIFTH STREET, 33 FEET SOUTHEAST OF CENTER
LINE OF MARYLAND AVENUE, 15 FEET SOUTHWEST OF TELEPHONE POLE
NO. U 1, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
WITH TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
INCHES.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
|
2013-08-05 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1295 ***********************************************************************
MB1295 DESIGNATION - Z 178
MB1295 PID - MB1295
MB1295 STATE/COUNTY- OH/SUMMIT
MB1295
MB1295 HORZ DATUM - NAD 83(1986)
MB1295 VERT DATUM - NAVD 88
MB1295
MB1295 POSITION - 41 02 28. (N) 081 32 56. (W) SCALED
MB1295 83 minus 27 - +00. -01. SCALED
MB1295
MB1295 HEIGHT - 304.800 (meters) 1000.00 (feet) ADJUST
MB1295 88 minus 29 -0.20 ADJ UNCHK
MB1295 ***********************************************************************
MB1295
MB1295 GEOID HEIGHT- -33.55 GEOID90
MB1295 MODELED GRAV- 980,172.8 NAVD88
MB1295
MB1295
MB1295 VERT ORDER - FIRST CLASS 2
MB1295
MB1295
MB1295.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1295.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1295.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1295
MB1295
MB1295
MB1295
MB1295_STATION MARK IS A BENCH MARK DISK
MB1295_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1295_THE MARK IS STAMPED: Z 178 1954
MB1295
MB1295 HISTORY - Year Condition Recov. By
MB1295 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1295 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1295
MB1295 STATION DESCRIPTION
MB1295
MB1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1295'AT AKRON, ABOUT 3.2 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
MB1295'RAILROAD FROM THE UNION STATION, ABOUT 0.2 MILE SOUTHWEST OF
MB1295'THE CROSSING OF MANCHESTER ROAD, SOUTHWEST AND ACROSS TRACKS
MB1295'FROM TELEPHONE POLE NO. 16/30, NEAR THE JUNCTION OF MARYLAND
MB1295'AVENUE AND FIFTH STREET, 40 1/2 FEET NORTHWEST OF NORTHWEST RAIL
MB1295'OF NORTHWEST MAIN TRACK, 24 1/2 FEET NORTHWEST OF NORTHWEST RAIL
MB1295'OF NORTHWEST MOST TRACK, 62 FEET EAST OF CENTER OF JUNCTION OF
MB1295'MARYLAND AVENUE AND FIFTH STREET, 33 FEET SOUTHEAST OF CENTER
MB1295'LINE OF MARYLAND AVENUE, 15 FEET SOUTHWEST OF TELEPHONE POLE
MB1295'NO. U 1, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
MB1295'WITH TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
MB1295'INCHES.
MB1295
MB1295 STATION RECOVERY (1963)
MB1295
MB1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1295'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2230854.25
|
502172.21875
|
0101000020960E0000451A151B2305414182D2380A71A61E41
|
true
|
2013-08-06 10:24:00 -0400
|
false
|
41.04111111111111111111
|
-81.54888888888888888889
|
-81.5488888888889
|
41.041111111111
|
2230854.2115815
|
502172.259982385
|
679965.723621488
|
153062.410967436
|
498
|
498
|
Z 301
|
MB1086
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
Disk in Concrete
|
Z 301 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2013 GOOD COSE FIELD CREW HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
Second
|
false
|
41
|
11
|
8.83932
|
N
|
81
|
28
|
5.43486
|
W
|
Adjusted
|
-33.8
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
169204.791
|
686561.342
|
0.9999413
|
+
|
0
|
40
|
40.2
|
|
MT
|
C
|
GPS
|
WOOLPERT
|
1993-12-31 00:00:00 -0500
|
317.17
|
1040.58
|
ADJUST
|
|
|
|
|
|
|
|
980182.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
LEVELING
|
NGS
|
1982-12-31 00:00:00 -0500
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 3.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
STATION AT CUYAHOGA FALLS, NEAR THE CROSSING OF HUDSON DRIVE.
82 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE CROSSING OF MAIN TRACK AND HUDSON DRIVE
20.8 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK,
2 1/2 FEET SOUTH OF A TELEPHONE POLE
ABOUT LEVEL WITH THE TOP OF RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
NOTE-- THIS MARK MAY BE REACHED BY GOING 4.2 MILES SOUTH
ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT HUDSON.
2004- BETWEEN HSE #4315 AND HSE #4381 HUDSON DRIVE
23.5' WEST OF A ROW OF SHRUBBERY
|
2017-11-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1086 ***********************************************************************
MB1086 DESIGNATION - Z 301
MB1086 PID - MB1086
MB1086 STATE/COUNTY- OH/SUMMIT
MB1086
MB1086 HORZ DATUM - NAD 83(1986)
MB1086 VERT DATUM - NAVD 88
MB1086
MB1086 POSITION - 41 11 08. (N) 081 28 04. (W) SCALED
MB1086 83 minus 27 - +00. -01. SCALED
MB1086
MB1086 HEIGHT - 317.170 (meters) 1040.58 (feet) ADJUST
MB1086 88 minus 29 -0.207 ADJUSTED
MB1086 ***********************************************************************
MB1086
MB1086 GEOID HEIGHT- -33.80 GEOID90
MB1086 MODELED GRAV- 980,182.6 NAVD88
MB1086
MB1086
MB1086 VERT ORDER - FIRST CLASS 2
MB1086
MB1086
MB1086.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1086.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1086.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1086
MB1086
MB1086
MB1086
MB1086_STATION MARK IS A BENCH MARK DISK
MB1086_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1086_THE MARK IS STAMPED: Z 301 1964
MB1086
MB1086 HISTORY - Year Condition Recov. By
MB1086 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1086 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1086
MB1086 STATION DESCRIPTION
MB1086
MB1086'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1086'ABOUT 3.7 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
MB1086'STATION AT CUYAHOGA FALLS, NEAR THE CROSSING OF HUDSON DRIVE,
MB1086'82 FEET SOUTHEAST OF THE APPROXIMATE CENTER OF THE CROSSING OF
MB1086'MAIN TRACK AND HUDSON DRIVE, 20.8 FEET EAST OF THE EAST RAIL
MB1086'OF THE MAIN TRACK, 23 1/2 FEET WEST OF A ROW OF SHRUBBERY, 50
MB1086'FEET NORTH OF THE CENTER OF THE WEST END OF A CONCRETE WALL FOR
MB1086'DRAINAGE DITCH THROUGH A VACANT LOT, 2 1/2 FEET SOUTH OF A
MB1086'TELEPHONE POLE, ABOUT LEVEL WITH THE TOP OF RAIL, SET IN THE TOP
MB1086'OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
MB1086'GROUND. NOTE-- THIS MARK MAY BE REACHED BY GOING 4.2 MILES SOUTH
MB1086'ALONG THE PENNSYLVANIA RAILROAD FROM THE STATION AT HUDSON.
MB1086
MB1086 STATION RECOVERY (1983)
MB1086
MB1086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1086'RECOVERED IN GOOD CONDITION. OMIT--50 FEET NORTH OF THE CENTER OF THE
MB1086'WEST END OF A CONCRETE WALL FOR DRAINAGE DITCH THROUGH A VACANT LOT.
MB1086'ADD--0.30 METER (1.0 FT) NORTH OF A WITNESS POST.
|
|
|
|
|
|
|
|
|
|
|
|
2252493.0
|
555132.0
|
0101000020960E00004E82F1AA662F41416529BA6FF9F02041
|
true
|
2013-07-24 10:07:00 -0400
|
false
|
41.1857887
|
-81.46817635
|
-81.46817635
|
41.1857886999998
|
2252493.33549527
|
555132.718217176
|
686561.341781642
|
169204.790922158
|
499
|
499
|
Z 302
|
MB1216
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
Z 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
5
|
2.0
|
N
|
81
|
25
|
52.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
337.268
|
1106.52
|
ADJUST
|
|
|
|
|
|
|
|
980172.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.55 MILE EAST ALONG EASTWOOD AVENUE FROM THE
INTERSECTION OF DARROW ROAD, NEAR THE JUNCTION OF ALAHO STREET,
31 FEET SOUTH OF THE CENTER LINE OF EASTWOOD AVENUE, 114 FEET
EAST OF THE CENTER LINE OF ALAHO STREET, AND SET IN THE TOP AT
THE EAST END OF THE CONCRETE HEAD WALL OF A 12 FOOT BOX CULVERT
UNDER EASTWOOD AVENUE.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2019-06-23 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1216 ***********************************************************************
MB1216 DESIGNATION - Z 302
MB1216 PID - MB1216
MB1216 STATE/COUNTY- OH/SUMMIT
MB1216
MB1216 HORZ DATUM - NAD 83(1986)
MB1216 VERT DATUM - NAVD 88
MB1216
MB1216 POSITION - 41 05 02. (N) 081 25 52. (W) SCALED
MB1216 83 minus 27 - +00. -01. SCALED
MB1216
MB1216 HEIGHT - 337.268 (meters) 1106.52 (feet) ADJUST
MB1216 88 minus 29 -0.19 ADJ UNCHK
MB1216 ***********************************************************************
MB1216
MB1216 GEOID HEIGHT- -33.63 GEOID90
MB1216 MODELED GRAV- 980,172.2 NAVD88
MB1216
MB1216
MB1216 VERT ORDER - FIRST CLASS 2
MB1216
MB1216
MB1216.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1216.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1216.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1216
MB1216
MB1216
MB1216
MB1216_STATION MARK IS A BENCH MARK DISK
MB1216_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1216_THE MARK IS STAMPED: Z 302 1964
MB1216
MB1216 HISTORY - Year Condition Recov. By
MB1216 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1216 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1216
MB1216 STATION DESCRIPTION
MB1216
MB1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1216'AT AKRON, ABOUT 0.55 MILE EAST ALONG EASTWOOD AVENUE FROM THE
MB1216'INTERSECTION OF DARROW ROAD, NEAR THE JUNCTION OF ALAHO STREET,
MB1216'31 FEET SOUTH OF THE CENTER LINE OF EASTWOOD AVENUE, 114 FEET
MB1216'EAST OF THE CENTER LINE OF ALAHO STREET, AND SET IN THE TOP AT
MB1216'THE EAST END OF THE CONCRETE HEAD WALL OF A 12 FOOT BOX CULVERT
MB1216'UNDER EASTWOOD AVENUE.
MB1216
MB1216 STATION RECOVERY (1989)
MB1216
MB1216'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1216'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2263148.5
|
518157.625
|
0101000020960E0000640E7ABA3644414172108B60D29F1F41
|
true
|
2013-04-03 07:13:00 -0400
|
false
|
41.08388888888888888889
|
-81.43111111111111111111
|
-81.4311111111111
|
41.0838888888887
|
2263149.45684986
|
518132.594280488
|
689809.334066505
|
157927.130590935
|
500
|
500
|
Z 303
|
MB1428
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2017 COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
20.0
|
N
|
81
|
30
|
9.0
|
W
|
SCALED
|
-33.56
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
337.718
|
1108.0
|
ADJUST
|
|
|
|
|
|
|
|
980170.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, NEAR THE JUNCTION OF HAMMEL STREET AND PALMETTO
AVENUE, SET VERTICALLY IN THE NORTH BRICK FACE AND NEAR THE NORTHWEST
CORNER OF THE ROSEWELL KENT JUNIOR HIGH SCHOOL, 193 FEET SOUTHEAST
OF THE APPROXIMATE CENTER OF THE JUNCTION OF HAMMEL STREET AND
PALMETTO AVENUE, 183 FEET EAST OF THE CENTER LINE OF HAMMEL
STREET, 1.0 FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING
AND 2.3 FEET ABOVE THE LEVEL OF THE GROUND.
|
2022-01-25 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1428 ***********************************************************************
MB1428 DESIGNATION - Z 303
MB1428 PID - MB1428
MB1428 STATE/COUNTY- OH/SUMMIT
MB1428
MB1428 HORZ DATUM - NAD 83(1986)
MB1428 VERT DATUM - NAVD 88
MB1428
MB1428 POSITION - 41 02 20. (N) 081 30 09. (W) SCALED
MB1428 83 minus 27 - +00. -01. SCALED
MB1428
MB1428 HEIGHT - 337.718 (meters) 1108.00 (feet) ADJUST
MB1428 88 minus 29 -0.20 ADJ UNCHK
MB1428 ***********************************************************************
MB1428
MB1428 GEOID HEIGHT- -33.56 GEOID90
MB1428 MODELED GRAV- 980,170.8 NAVD88
MB1428
MB1428
MB1428 VERT ORDER - FIRST CLASS 2
MB1428
MB1428
MB1428.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1428.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1428.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1428
MB1428
MB1428
MB1428
MB1428_STATION MARK IS A BENCH MARK DISK
MB1428_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1428_THE MARK IS STAMPED: Z 303 1964
MB1428
MB1428 HISTORY - Year Condition Recov. By
MB1428 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1428
MB1428 STATION DESCRIPTION
MB1428
MB1428'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1428'AT AKRON, NEAR THE JUNCTION OF HAMMEL STREET AND PALMETTO
MB1428'AVENUE, SET VERTICALLY IN THE NORTH BRICK FACE AND NEAR THE NORTHWEST
MB1428'CORNER OF THE ROSEWELL KENT JUNIOR HIGH SCHOOL, 193 FEET SOUTHEAST
MB1428'OF THE APPROXIMATE CENTER OF THE JUNCTION OF HAMMEL STREET AND
MB1428'PALMETTO AVENUE, 183 FEET EAST OF THE CENTER LINE OF HAMMEL
MB1428'STREET, 1.0 FOOT EAST OF THE NORTHWEST CORNER OF THE BUILDING
MB1428'AND 2.3 FEET ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2243658.25
|
501504.9375
|
0101000020960E0000E6217469251E4141C93AAA8D069C1E41
|
true
|
2012-05-22 10:02:00 -0400
|
false
|
41.03888888888888888889
|
-81.5025
|
-81.5025
|
41.0388888888888
|
2243658.82385658
|
501505.638344687
|
683868.57724864
|
152859.224285894
|
501
|
501
|
ZZ 303
|
MB1200
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
0.0
|
N
|
81
|
28
|
44.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
308.951
|
1013.62
|
ADJUST
|
|
|
|
|
|
|
|
980173.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.2 MILE EAST ALONG GOODYEAR BLVD FROM THE
JUNCTION OF EAST MARKET STREET, NEAR THE INTERSECTION OF GOODYEAR
BLVD AND NORTH MARTHA AVENUE, SET VERTICALLY IN THE NORTH BRICK
WALL AND NEAR THE NORTHWEST CORNER OF THE GOODYEAR RESEARCH
BUILDING NO. 142, 91 FEET SOUTH OF THE SOUTH CURB OF GOODYEAR
BLVD, 60 FEET EAST OF THE EAST CURB OF NORTH MARTHA AVENUE, 3.0
FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING AND 1.8 FEET
ABOVE THE LEVEL OF THE GROUND.
|
2019-01-07 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1200 ***********************************************************************
MB1200 DESIGNATION - ZZ 303
MB1200 PID - MB1200
MB1200 STATE/COUNTY- OH/SUMMIT
MB1200
MB1200 HORZ DATUM - NAD 83(1986)
MB1200 VERT DATUM - NAVD 88
MB1200
MB1200 POSITION - 41 04 00. (N) 081 28 44. (W) SCALED
MB1200 83 minus 27 - +00. -01. SCALED
MB1200
MB1200 HEIGHT - 308.951 (meters) 1013.62 (feet) ADJUST
MB1200 88 minus 29 -0.20 ADJ UNCHK
MB1200 ***********************************************************************
MB1200
MB1200 GEOID HEIGHT- -33.60 GEOID90
MB1200 MODELED GRAV- 980,173.9 NAVD88
MB1200
MB1200
MB1200 VERT ORDER - FIRST CLASS 2
MB1200
MB1200
MB1200.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1200.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1200.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1200
MB1200
MB1200
MB1200
MB1200_STATION MARK IS A BENCH MARK DISK
MB1200_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1200_THE MARK IS STAMPED: ZZ 303 1964
MB1200
MB1200 HISTORY - Year Condition Recov. By
MB1200 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1200
MB1200 STATION DESCRIPTION
MB1200
MB1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1200'AT AKRON, ABOUT 0.2 MILE EAST ALONG GOODYEAR BLVD FROM THE
MB1200'JUNCTION OF EAST MARKET STREET, NEAR THE INTERSECTION OF GOODYEAR
MB1200'BLVD AND NORTH MARTHA AVENUE, SET VERTICALLY IN THE NORTH BRICK
MB1200'WALL AND NEAR THE NORTHWEST CORNER OF THE GOODYEAR RESEARCH
MB1200'BUILDING NO. 142, 91 FEET SOUTH OF THE SOUTH CURB OF GOODYEAR
MB1200'BLVD, 60 FEET EAST OF THE EAST CURB OF NORTH MARTHA AVENUE, 3.0
MB1200'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING AND 1.8 FEET
MB1200'ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2250053.0
|
511700.25
|
0101000020960E00009D71ED90A22A41411DAA1A72523B1F41
|
true
|
2012-04-27 07:11:00 -0400
|
false
|
41.06666666666666666667
|
-81.47888888888888888889
|
-81.4788888888889
|
41.0666666666665
|
2250053.13224621
|
511700.611429842
|
685817.566343777
|
155966.658297114
|
621
|
621
|
MAY ECC C OF A
|
MB1409
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
2
|
48.3088
|
N
|
81
|
33
|
9.67853
|
W
|
ADJUSTED
|
-33.56
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153685.356
|
679639.477
|
0.99993921
|
+
|
0
|
37
|
20.4
|
|
MT
|
|
|
|
|
349.163
|
1145.55
|
ADJUST
|
|
-0.45
|
DEFLEC90
|
|
|
|
|
980173.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
MAY (ACS) ECC IS A CITY OF AKRON DISK STAMPED MAY ACC, SET IN THE TOP
OF A 6 INCH SQUARE
CONCRETE POST THAT IS 5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE THAT
IS 1 INCH UNDERGROUND, WITH A 9
INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE SURFACE OF
THE GROUND. IT IS 43.4 FEET NORTHEAST OF A
POWER POLE, 18 FEET NORTH OF THE CENTER OF
A SIDEWALK, 4.8 FEET WEST OF THE WEST EDGE OF THE WALL OF THE
SOUTH ENTRANCE TO THE BUILDING,
AND 2.6 FEET SOUTH OF THE SOUTH EDGE OF THE BUILDING.
ELECTRIC CONDUIT AT THIS LOCATION. UNABLE TO LOCATE.
|
2013-09-18 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1409 ***********************************************************************
MB1409 DESIGNATION - MAY ECC C OF A
MB1409 PID - MB1409
MB1409 STATE/COUNTY- OH/SUMMIT
MB1409
MB1409 HORZ DATUM - NAD 83(1986)
MB1409 VERT DATUM - NAVD 88
MB1409
MB1409 POSITION - 41 02 48.30880(N) 081 33 09.67853(W) ADJUSTED
MB1409 83 minus 27 - +00.19747 -00.57127 ADJUSTED
MB1409
MB1409 HEIGHT - 349.163 (meters) 1145.55 (feet) ADJUST
MB1409 88 minus 29 -0.20 ADJ UNCHK
MB1409 ***********************************************************************
MB1409
MB1409 LAPLACE CORR- -0.45 DEFLEC90
MB1409 GEOID HEIGHT- -33.56 GEOID90
MB1409 MODELED GRAV- 980,173.3 NAVD88
MB1409
MB1409
MB1409 HORZ ORDER - SECOND
MB1409 VERT ORDER - FIRST CLASS 2
MB1409
MB1409
MB1409.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1409.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1409.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1409.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1409
MB1409; North East Scale Converg.
MB1409;SPC OH N - 153,685.356 679,639.477 0.99993921 +0 37 20.4 MT
MB1409;UTM 17 - 4,544,094.165 453,550.812 0.99962655 -0 21 46.6 MT
MB1409
MB1409
MB1409
MB1409_STATION MARK IS A SURVEY DISK
MB1409_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1409_THE MARK IS STAMPED: MAY ECC
MB1409
MB1409 HISTORY - Year Condition Recov. By
MB1409 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1409 HISTORY - 1963 CITY OF AKRON OHIO
MB1409
MB1409 STATION DESCRIPTION
MB1409
MB1409'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1409'MAY (ACS) ECC IS A CITY OF AKRON DISK STAMPED MAY ACC, SET IN THE TOP
MB1409'OF A 6 INCH SQUARE
MB1409'CONCRETE POST THAT IS 5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE THAT
MB1409'IS 1 INCH UNDERGROUND, WITH A 9
MB1409'INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE SURFACE OF
MB1409'THE GROUND. IT IS 43.4 FEET NORTHEAST OF A
MB1409'POWER POLE, 18 FEET NORTH OF THE CENTER OF
MB1409'A SIDEWALK, 4.8 FEET WEST OF THE WEST EDGE OF THE WALL OF THE
MB1409'SOUTH ENTRANCE TO THE BUILDING,
MB1409'AND 2.6 FEET SOUTH OF THE SOUTH EDGE OF THE BUILDING.
MB1409'
|
|
|
|
|
|
|
|
|
|
|
|
2229783.75
|
504216.21875
|
0101000020960E0000382CE3EC0B0341412EB7CF2760C61E41
|
true
|
2013-09-19 10:27:00 -0400
|
false
|
41.04675244444444444444
|
-81.55268848055555555556
|
-81.5526884805556
|
41.0467524444443
|
2229783.85068276
|
504216.038878309
|
679639.476967059
|
153685.356020804
|
622
|
622
|
MILDRED C OF A
|
MB1435
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2013 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
40.2387
|
N
|
81
|
30
|
37.05259
|
W
|
ADJUSTED
|
-33.68
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
160878.784
|
683122.337
|
0.99993943
|
+
|
0
|
39
|
0.7
|
|
MT
|
|
|
|
|
305.447
|
1002.12
|
ADJUST
|
|
0.1
|
DEFLEC90
|
|
|
|
|
980178.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 2 MILES NORTH OF DOWNTOWN AKRON, AT THE
INTERSECTION OF NORTH
MAIN STREET AND MILDRED AVENUE. IT IS IN THE CENTER OF MILDRED
AVENUE, 25.2 FEET EAST OF THE
TRAFFIC LIGHT AND THE CENTERLINE OF NORTH MAIN STREET, 28 FEET
SOUTH-SOUTHWEST OF A STREET LAMP POST
AND 28.9 FEET NORTH-NORTHWEST OF A STREET SIGN POST AT THE
SOUTHEAST ANGLE OF THE INTERSECTION.
THE MARK IS A CITY OF AKRON DISK STAMPED MILDRED
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
INCHES BELOW THE SURFACE OF A 3
FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, AT THE INTERSECTION OF NORTH MAIN STREET AND MILDRED
AVENUE, IN THE CENTER LINE OF MILDRED AVENUE, 25.2 FEET EAST
OF THE TRAFFIC LIGHT AND CENTER LINE OF NORTH MAIN STREET, 29
FEET NORTH-NORTHWEST OF A STREET SIGN POST AT THE SOUTHEAST ANGLE
OF THE INTERSECTION, 28 FEET SOUTH-SOUTHWEST OF A STREET LAMP
POST, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
SURFACE OF THE AVENUE ACCESS TO WHICH IS HAD THROUGH A 9-INCH
IRON COVER MARKED AKRON SURVEY 1963.
|
2018-09-19 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1435 ***********************************************************************
MB1435 DESIGNATION - MILDRED C OF A
MB1435 PID - MB1435
MB1435 STATE/COUNTY- OH/SUMMIT
MB1435
MB1435 HORZ DATUM - NAD 83(1986)
MB1435 VERT DATUM - NAVD 88
MB1435
MB1435 POSITION - 41 06 40.23870(N) 081 30 37.05259(W) ADJUSTED
MB1435 83 minus 27 - +00.19915 -00.56882 ADJUSTED
MB1435
MB1435 HEIGHT - 305.447 (meters) 1002.12 (feet) ADJUST
MB1435 88 minus 29 -0.20 ADJ UNCHK
MB1435 ***********************************************************************
MB1435
MB1435 LAPLACE CORR- 0.10 DEFLEC90
MB1435 GEOID HEIGHT- -33.68 GEOID90
MB1435 MODELED GRAV- 980,178.7 NAVD88
MB1435
MB1435
MB1435 HORZ ORDER - FIRST
MB1435 VERT ORDER - FIRST CLASS 2
MB1435
MB1435
MB1435.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1435.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1435.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1435.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1435
MB1435; North East Scale Converg.
MB1435;SPC OH N - 160,878.784 683,122.337 0.99993943 +0 39 00.7 MT
MB1435;UTM 17 - 4,551,224.381 457,155.746 0.99962259 -0 20 07.9 MT
MB1435
MB1435: Primary Azimuth Mark Grid Az
MB1435:SPC OH N - DIPLOMAT C OF A 1963 355 46 21.6
MB1435:UTM 17 - DIPLOMAT C OF A 1963 356 45 30.2
MB1435
MB1435|---------------------------------------------------------------------|
MB1435| Pid Reference Object Distance Geod. AZ |
MB1435| dddmmss.ss|
MB1435| MB2923 DIPLOMAT C OF A 1963 APPROX. 1.1 KM 3562522.3 |
MB1435|---------------------------------------------------------------------|
MB1435
MB1435_STATION MARK IS A SURVEY DISK
MB1435_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1435_THE MARK IS STAMPED: MILDRED
MB1435
MB1435 HISTORY - Year Condition Recov. By
MB1435 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1435 HISTORY - 1963 CITY OF AKRON OHIO
MB1435 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1435
MB1435 STATION DESCRIPTION
MB1435
MB1435'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1435'THE STATION IS ABOUT 2 MILES NORTH OF DOWNTOWN AKRON, AT THE
MB1435'INTERSECTION OF NORTH
MB1435'MAIN STREET AND MILDRED AVENUE. IT IS IN THE CENTER OF MILDRED
MB1435'AVENUE, 25.2 FEET EAST OF THE
MB1435'TRAFFIC LIGHT AND THE CENTERLINE OF NORTH MAIN STREET, 28 FEET
MB1435'SOUTH-SOUTHWEST OF A STREET LAMP POST
MB1435'AND 28.9 FEET NORTH-NORTHWEST OF A STREET SIGN POST AT THE
MB1435'SOUTHEAST ANGLE OF THE INTERSECTION.
MB1435'THE MARK IS A CITY OF AKRON DISK STAMPED MILDRED
MB1435'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
MB1435'INCHES BELOW THE SURFACE OF A 3
MB1435'FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1435'
MB1435
MB1435 STATION RECOVERY (1964)
MB1435
MB1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1435'AT AKRON, AT THE INTERSECTION OF NORTH MAIN STREET AND MILDRED
MB1435'AVENUE, IN THE CENTER LINE OF MILDRED AVENUE, 25.2 FEET EAST
MB1435'OF THE TRAFFIC LIGHT AND CENTER LINE OF NORTH MAIN STREET, 29
MB1435'FEET NORTH-NORTHWEST OF A STREET SIGN POST AT THE SOUTHEAST ANGLE
MB1435'OF THE INTERSECTION, 28 FEET SOUTH-SOUTHWEST OF A STREET LAMP
MB1435'POST, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
MB1435'SURFACE OF THE AVENUE ACCESS TO WHICH IS HAD THROUGH A 9-INCH
MB1435'IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2241210.75
|
527815.8125
|
0101000020960E000003426B445D1941412346BBF3901B2041
|
true
|
2013-09-19 10:24:00 -0400
|
false
|
41.11117741666666666667
|
-81.51029238611111111111
|
-81.5102923861111
|
41.1111774166665
|
2241210.53452325
|
527816.476038162
|
683122.337167361
|
160878.783653982
|
625
|
625
|
N 302
|
MB1164
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
N 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2012 DISTURBED
|
NAD 83(1986)
|
|
false
|
41
|
5
|
47.0
|
N
|
81
|
26
|
53.0
|
W
|
SCALED
|
-33.65
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
333.018
|
1092.58
|
ADJUST
|
|
|
|
|
|
|
|
980174.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 1.1 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE
STATION AT TALLMADGE, NEAR THE CROSSING OF STATE HIGHWAY 261, SET
VERTICALLY IN THE NORTHWEST BRICK WALL AND AT THE NORTH CORNER
OF THE KARG MACHINE PRODUCT INC., 111 FEET SOUTH OF THE SOUTH
RAIL, 184 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 261
AT THE CROSSING, 153 FEET SOUTHWEST AND ACROSS TRACK FROM
MILEPOST S 198, 1.4 FEET SOUTHWEST OF THE NORTH CORNER OF THE
BUILDING AND 2 FEET ABOVE THE LEVEL OF THE GROUND. NOTE-- MARK
MAY BE REACHED BY GOING 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY
261 FROM THE SOUTHWEST PART OF THE TRAFFIC CIRCLE AT TALLMADGE
AN ADDITION HAS BEEN ADDED TO THE BUILDING. THE DISK IS NOW LOCATED IN THE MEN'S RESTROOM
|
2012-07-23 20:00:00 -0400
|
SCE
|
Disturbed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1164 ***********************************************************************
MB1164 DESIGNATION - N 302
MB1164 PID - MB1164
MB1164 STATE/COUNTY- OH/SUMMIT
MB1164
MB1164 HORZ DATUM - NAD 83(1986)
MB1164 VERT DATUM - NAVD 88
MB1164
MB1164 POSITION - 41 05 47. (N) 081 26 53. (W) SCALED
MB1164 83 minus 27 - +00. -01. SCALED
MB1164
MB1164 HEIGHT - 333.018 (meters) 1092.58 (feet) ADJUST
MB1164 88 minus 29 -0.20 ADJ UNCHK
MB1164 ***********************************************************************
MB1164
MB1164 GEOID HEIGHT- -33.65 GEOID90
MB1164 MODELED GRAV- 980,174.6 NAVD88
MB1164
MB1164
MB1164 VERT ORDER - FIRST CLASS 2
MB1164
MB1164
MB1164.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1164.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1164.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1164
MB1164
MB1164
MB1164
MB1164_STATION MARK IS A BENCH MARK DISK
MB1164_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1164_THE MARK IS STAMPED: N 302 1964
MB1164
MB1164 HISTORY - Year Condition Recov. By
MB1164 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1164
MB1164 STATION DESCRIPTION
MB1164
MB1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1164'ABOUT 1.1 MILES SOUTHWEST ALONG THE ERIE RAILROAD FROM THE
MB1164'STATION AT TALLMADGE, NEAR THE CROSSING OF STATE HIGHWAY 261, SET
MB1164'VERTICALLY IN THE NORTHWEST BRICK WALL AND AT THE NORTH CORNER
MB1164'OF THE KARG MACHINE PRODUCT INC., 111 FEET SOUTH OF THE SOUTH
MB1164'RAIL, 184 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY 261
MB1164'AT THE CROSSING, 153 FEET SOUTHWEST AND ACROSS TRACK FROM
MB1164'MILEPOST S 198, 1.4 FEET SOUTHWEST OF THE NORTH CORNER OF THE
MB1164'BUILDING AND 2 FEET ABOVE THE LEVEL OF THE GROUND. NOTE-- MARK
MB1164'MAY BE REACHED BY GOING 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY
MB1164'261 FROM THE SOUTHWEST PART OF THE TRAFFIC CIRCLE AT TALLMADGE.
|
|
|
|
|
|
|
|
|
|
|
|
2258423.0
|
522629.9375
|
0101000020960E00002BE1D1EDFB3A414131A1E58716E61F41
|
true
|
2012-07-24 07:18:00 -0400
|
false
|
41.09638888888888888889
|
-81.44805555555555555555
|
-81.4480555555556
|
41.0963888888887
|
2258423.85796752
|
522629.632711905
|
688368.968646436
|
159297.830646234
|
626
|
626
|
N 303
|
MB1206
|
OH
|
Summit
|
|
USGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
N 303 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW 2021 GOOD COSE
|
NAD 83(1986)
|
|
false
|
41
|
2
|
25.0
|
N
|
81
|
25
|
34.0
|
W
|
SCALED
|
-33.58
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
332.614
|
1091.25
|
ADJUST
|
|
|
|
|
|
|
|
980167.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.3 MILE SOUTH ALONG PAULINE AVENUE FROM THE
INTERSECTION OF ALBRECHT AVENUE, NEAR THE INTERSECTION OF
MAHOWBURN AVENUE, 22 FEET EAST OF THE EXTENDED CENTER LINE OF
PAULINE AVENUE, 9 FEET SOUTH OF THE EXTENDED CENTER LINE OF
MAHOWBURN AVENUE, 34 1/2 FEET EAST OF A POWER POLE SP-7234, 13.5
FEET NORTHEAST OF THE CENTER OF A 18 INCH MANHOLE, 54.5 FEET
SOUTH OF A FIRE HYDRANT, 1.7 FEET SOUTH-SOUTHWEST OF A METAL
WITNESS POST, ABOUT LEVEL WITH THE AVENUE AND SET IN THE TOP
OF A CONCRETE POST PROJECTING 0.2 FOOT.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
POOR FOR GPS
|
2021-05-27 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1206 ***********************************************************************
MB1206 DESIGNATION - N 303
MB1206 PID - MB1206
MB1206 STATE/COUNTY- OH/SUMMIT
MB1206
MB1206 HORZ DATUM - NAD 83(1986)
MB1206 VERT DATUM - NAVD 88
MB1206
MB1206 POSITION - 41 02 25. (N) 081 25 34. (W) SCALED
MB1206 83 minus 27 - +00. -01. SCALED
MB1206
MB1206 HEIGHT - 332.614 (meters) 1091.25 (feet) ADJUST
MB1206 88 minus 29 -0.19 ADJ UNCHK
MB1206 ***********************************************************************
MB1206
MB1206 GEOID HEIGHT- -33.58 GEOID90
MB1206 MODELED GRAV- 980,167.3 NAVD88
MB1206
MB1206
MB1206 VERT ORDER - FIRST CLASS 2
MB1206
MB1206
MB1206.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1206.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1206.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1206
MB1206
MB1206
MB1206
MB1206_STATION MARK IS A BENCH MARK DISK
MB1206_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1206_THE MARK IS STAMPED: N 303 1964
MB1206
MB1206 HISTORY - Year Condition Recov. By
MB1206 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1206 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1206 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1206
MB1206 STATION DESCRIPTION
MB1206
MB1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1206'AT AKRON, ABOUT 0.3 MILE SOUTH ALONG PAULINE AVENUE FROM THE
MB1206'INTERSECTION OF ALBRECHT AVENUE, NEAR THE INTERSECTION OF
MB1206'MAHOWBURN AVENUE, 22 FEET EAST OF THE EXTENDED CENTER LINE OF
MB1206'PAULINE AVENUE, 9 FEET SOUTH OF THE EXTENDED CENTER LINE OF
MB1206'MAHOWBURN AVENUE, 34 1/2 FEET EAST OF A POWER POLE SP-7234, 13.5
MB1206'FEET NORTHEAST OF THE CENTER OF A 18 INCH MANHOLE, 54.5 FEET
MB1206'SOUTH OF A FIRE HYDRANT, 1.7 FEET SOUTH-SOUTHWEST OF A METAL
MB1206'WITNESS POST, ABOUT LEVEL WITH THE AVENUE AND SET IN THE TOP
MB1206'OF A CONCRETE POST PROJECTING 0.2 FOOT.
MB1206
MB1206 STATION RECOVERY (1989)
MB1206
MB1206'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1206'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2264723.75
|
502262.4375
|
0101000020960E0000215749A949474141788A0661D7A71E41
|
true
|
2011-04-22 03:58:00 -0400
|
false
|
41.04027777777777777777
|
-81.42611111111111111111
|
-81.4261111111111
|
41.0402777777776
|
2264723.32255067
|
502261.844751514
|
690289.049291542
|
153089.71645968
|
627
|
627
|
N 337
|
KY2908
|
OH
|
Summit
|
|
NGS
|
1982-12-31 19:00:00 -0500
|
FLANGE-ENCASED ROD
|
N 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2002 GOOD COSE SURVEY CREW
HISTORY - 2013 UNABLE TO LOCATE COSE SURVEY
|
NAD 83(1986)
|
|
false
|
40
|
56
|
50.0
|
N
|
81
|
27
|
56.0
|
W
|
SCALED
|
-33.45
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
371.47
|
1218.73
|
ADJUST
|
|
|
|
|
|
|
|
980161.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 241 FROM THE POST OFFICE IN
GREENSBURG TO THE MARK ON THE LEFT, AT THE NORTHEAST CORNER OF THE
GREEN TOWNSHIP FIRE DEPARTMENT, 4200 HIGHWAY 241, 37.03 METERS
(121.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 20.42 METERS
(67.0 FT) SOUTH OF THE CENTERLINE OF STEESE ROAD, NORTH 3.5 FEET FROM BLDG.
THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 17.0 METER
THE STATION IS LEVEL WITH THE HEIGHT OF HIGHWAY .
UNABLE TO LOCATE, NEW ADDITION TO BUILDING
|
2013-09-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2908 ***********************************************************************
KY2908 DESIGNATION - N 337
KY2908 PID - KY2908
KY2908 STATE/COUNTY- OH/SUMMIT
KY2908
KY2908 HORZ DATUM - NAD 83(1986)
KY2908 VERT DATUM - NAVD 88
KY2908
KY2908 POSITION - 40 56 50. (N) 081 27 56. (W) SCALED
KY2908 83 minus 27 - +00. -01. SCALED
KY2908
KY2908 HEIGHT - 371.470 (meters) 1218.73 (feet) ADJUST
KY2908 88 minus 29 -0.193 ADJUSTED
KY2908 ***********************************************************************
KY2908
KY2908 GEOID HEIGHT- -33.45 GEOID90
KY2908 MODELED GRAV- 980,161.2 NAVD88
KY2908
KY2908
KY2908 VERT ORDER - FIRST CLASS 2
KY2908
KY2908
KY2908.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY2908.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY2908.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY2908
KY2908
KY2908
KY2908
KY2908_STATION MARK IS A FLANGE-ENCASED ROD
KY2908_WITH SETTING: STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
KY2908_THE MONUMENT IS LEVEL WITH THE HEIGHT OF HIGHWAY
KY2908_THE MARK IS STAMPED: N 337 1983
KY2908
KY2908 HISTORY - Year Condition Recov. By
KY2908 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2908
KY2908 STATION DESCRIPTION
KY2908
KY2908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
KY2908'1.6 KM (1.0 MI) NORTH ALONG STATE HIGHWAY 241 FROM THE POST OFFICE IN
KY2908'GREENSBURG TO THE MARK ON THE LEFT, AT THE NORTHEAST CORNER OF THE
KY2908'GREEN TOWNSHIP FIRE DEPARTMENT, 4200 HIGHWAY 241, 37.03 METERS
KY2908'(121.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 20.42 METERS
KY2908'(67.0 FT) SOUTH OF THE CENTERLINE OF STEESE ROAD, 1.21 METERS (4.0 FT)
KY2908'NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING.
KY2908'THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 17.0 METER
KY2908'THE STATION IS LEVEL WITH THE HEIGHT OF HIGHWAY .
|
|
|
|
|
|
|
|
|
|
|
|
2254246.25
|
468230.59375
|
0101000020960E00002B1E66C3D232414168C8DB3618941C41
|
true
|
2013-09-17 09:52:00 -0400
|
false
|
40.94722222222222222222
|
-81.46555555555555555556
|
-81.4655555555556
|
40.9472222222221
|
2254245.52655389
|
468230.05357278
|
687095.410684447
|
142716.805762578
|
628
|
628
|
NESMITH
|
MB1416
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
36.30693
|
N
|
81
|
32
|
54.78077
|
W
|
ADJUSTED
|
-33.53
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
151468.26
|
680011.592
|
0.99993939
|
+
|
0
|
37
|
30.2
|
|
MT
|
|
|
|
|
295.032
|
967.95
|
ADJUST
|
|
-0.55
|
DEFLEC90
|
|
|
|
|
980171.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED AT THE NORTHEAST SHORE OF THE NESMITH LAKE IN THE
PORTAGE LAKES DISTRICT. IT IS
54.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, 44.8
FEET WEST OF THE NORTHWEST CORNER
OF THE WEST WING OF A BRICK BUILDING AND 44.8 FEET
WEST OF THE SOUTHWEST CORNER OF THE WEST WING OF THE
BRICK BUILDING. THE MARK IS FLUSH
AND THE DISK IS STAMPED NESMITH 1951.
REFERENCE MARK NO. 1 IS 63.9 FEET SOUTH OF THE SOUTHWEST CORNER OF
THE WEST WING OF THE BRICK
BUILDING AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE. THE MARK IS
FLUSH AND THE DISK IS STAMPED NESMITH
NO 1 1951.
REFERENCE MARK NO. 2 IS 28.2 FEET SOUTH OF THE SOUTHWEST CORNER OF A
BRICK BUILDING AND 1 FOOT NORTH
OF THE EAST-WEST FENCELINE. THE MARK IS FLUSH AND THE DISK IS
STAMPED NESMITH NO 2 1951.
AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 25 FEET
WEST OF THE CENTER OF A
DRIVEWAY, 14 FEET SOUTHEAST OF A POWERLINE POLE, 2 FEET EAST OF A
WHITE WITNESS POST AND 1 FOOT
NORTH OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
STAMPED NESMITH 1951.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
STATE HIGHWAY NO. 93 IN THE
SOUTH EDGE OF AKRON, GO SOUTH ON STATE HIGHWAY NO. 93 FOR 0.3 MILE TO
A BRICK BUILDING ON THE RIGHT AND
THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR
0.1 MILE TO A GRAVEL ROAD RIGHT, TURN RIGHT ON
GRAVEL ROAD AND GO 0.2 MILE TO A DRIVEWAY
ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
THE AZIMUTH MARK WAS FOUND
DESTROYED. THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
THE DISTANCE TO REFERENCE MARK 2
CHECKED BUT THE DIRECTION FAILED TO CHECK BY 1 MINUTE AND
10 SECONDS LOWER THAN THE PREVIOUS MEASUREMENT.
THE ORIGINAL TO REACH AND DESCRIPTION IS
ADEQUATE.
|
2021-06-07 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1416 ***********************************************************************
MB1416 DESIGNATION - NESMITH
MB1416 PID - MB1416
MB1416 STATE/COUNTY- OH/SUMMIT
MB1416
MB1416 HORZ DATUM - NAD 83(1986)
MB1416 VERT DATUM - NAVD 88
MB1416
MB1416 POSITION - 41 01 36.30693(N) 081 32 54.78077(W) ADJUSTED
MB1416 83 minus 27 - +00.19833 -00.57405 ADJUSTED
MB1416
MB1416 HEIGHT - 295.032 (meters) 967.95 (feet) ADJUST
MB1416 88 minus 29 -0.20 ADJ UNCHK
MB1416 ***********************************************************************
MB1416
MB1416 LAPLACE CORR- -0.55 DEFLEC90
MB1416 GEOID HEIGHT- -33.53 GEOID90
MB1416 MODELED GRAV- 980,171.7 NAVD88
MB1416
MB1416
MB1416 HORZ ORDER - FIRST
MB1416 VERT ORDER - FIRST CLASS 2
MB1416
MB1416
MB1416.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1416.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1416.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1416.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1416
MB1416; North East Scale Converg.
MB1416;SPC OH N - 151,468.260 680,011.592 0.99993939 +0 37 30.2 MT
MB1416;UTM 17 - 4,541,871.694 453,884.646 0.99962617 -0 21 36.3 MT
MB1416
MB1416: Primary Azimuth Mark Grid Az
MB1416:SPC OH N - BARBERTON 2 283 52 39.2
MB1416:UTM 17 - BARBERTON 2 284 51 45.7
MB1416
MB1416|---------------------------------------------------------------------|
MB1416| Pid Reference Object Distance Geod. AZ |
MB1416| dddmmss.ss|
MB1416| MB1415 NESMITH RM 1 23.720 METERS 17752 |
MB1416| MB2912 AKRON RADIO STA KQC 969 MAST APPROX. 2.8 KM 1805254.7 |
MB1416| NESMITH AZ MK 2372715.9 |
MB1416| MB2926 BARBERTON EAST MUN STANDPIPE APPROX. 3.9 KM 2514351.1 |
MB1416| MB1337 BARBERTON 2 APPROX. 3.6 KM 2843009.4 |
MB1416| MB1417 NESMITH RM 2 23.047 METERS 30159 |
MB1416| MB2883 AKRON RADIO STA KQA 400 MAST APPROX. 1.8 KM 3162622.1 |
MB1416|---------------------------------------------------------------------|
MB1416
MB1416_STATION MARK IS A TRIANGULATION STATION DISK
MB1416_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1416_THE MARK IS STAMPED: NESMITH 1951
MB1416
MB1416 HISTORY - Year Condition Recov. By
MB1416 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1416 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB1416
MB1416 STATION DESCRIPTION
MB1416
MB1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
MB1416'STATION IS LOCATED AT THE NORTHEAST SHORE OF THE NESMITH LAKE IN THE
MB1416'PORTAGE LAKES DISTRICT. IT IS
MB1416'54.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK BUILDING, 44.8
MB1416'FEET WEST OF THE NORTHWEST CORNER
MB1416'OF THE WEST WING OF A BRICK BUILDING AND 44.8 FEET
MB1416'WEST OF THE SOUTHWEST CORNER OF THE WEST WING OF THE
MB1416'BRICK BUILDING. THE MARK IS FLUSH
MB1416'AND THE DISK IS STAMPED NESMITH 1951.
MB1416'
MB1416'REFERENCE MARK NO. 1 IS 63.9 FEET SOUTH OF THE SOUTHWEST CORNER OF
MB1416'THE WEST WING OF THE BRICK
MB1416'BUILDING AND 1 FOOT NORTH OF AN EAST-WEST FENCELINE. THE MARK IS
MB1416'FLUSH AND THE DISK IS STAMPED NESMITH
MB1416'NO 1 1951.
MB1416'
MB1416'REFERENCE MARK NO. 2 IS 28.2 FEET SOUTH OF THE SOUTHWEST CORNER OF A
MB1416'BRICK BUILDING AND 1 FOOT NORTH
MB1416'OF THE EAST-WEST FENCELINE. THE MARK IS FLUSH AND THE DISK IS
MB1416'STAMPED NESMITH NO 2 1951.
MB1416'
MB1416'AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD, 25 FEET
MB1416'WEST OF THE CENTER OF A
MB1416'DRIVEWAY, 14 FEET SOUTHEAST OF A POWERLINE POLE, 2 FEET EAST OF A
MB1416'WHITE WITNESS POST AND 1 FOOT
MB1416'NORTH OF A FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
MB1416'STAMPED NESMITH 1951.
MB1416'
MB1416'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
MB1416'STATE HIGHWAY NO. 93 IN THE
MB1416'SOUTH EDGE OF AKRON, GO SOUTH ON STATE HIGHWAY NO. 93 FOR 0.3 MILE TO
MB1416'A BRICK BUILDING ON THE RIGHT AND
MB1416'THE STATION ON THE RIGHT AS DESCRIBED, CONTINUE FOR
MB1416'0.1 MILE TO A GRAVEL ROAD RIGHT, TURN RIGHT ON
MB1416'GRAVEL ROAD AND GO 0.2 MILE TO A DRIVEWAY
MB1416'ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
MB1416'
MB1416'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
MB1416'
MB1416
MB1416 STATION RECOVERY (1963)
MB1416
MB1416'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB1416'THE STATION REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.
MB1416'THE AZIMUTH MARK WAS FOUND
MB1416'DESTROYED. THE DISTANCE AND DIRECTION TO REFERENCE MARK 1 CHECKED.
MB1416'THE DISTANCE TO REFERENCE MARK 2
MB1416'CHECKED BUT THE DIRECTION FAILED TO CHECK BY 1 MINUTE AND
MB1416'10 SECONDS LOWER THAN THE PREVIOUS MEASUREMENT.
MB1416'THE ORIGINAL TO REACH AND DESCRIPTION IS
MB1416'ADEQUATE.
MB1416'
|
|
|
|
|
|
|
|
|
|
|
|
2231003.75
|
496942.3125
|
0101000020960E0000ACC162596E05414139B95177B8541E41
|
true
|
2012-12-14 06:01:00 -0500
|
false
|
41.026751925
|
-81.54855021388888888889
|
-81.5485502138889
|
41.0267519249999
|
2231004.69832631
|
496942.116522688
|
680011.592073043
|
151468.26005262
|
629
|
629
|
NESMITH RM 1
|
MB1415
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
1
|
36.0
|
N
|
81
|
32
|
54.0
|
W
|
SCALED
|
-33.53
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
294.847
|
967.34
|
ADJUST
|
|
|
|
|
|
|
|
980171.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, IN THE SOUTH PART OF THE CITY, AT THE KENMORE WATER
WORKS, IN A FENCE ENCLOSURE, NEAR THE NORTHEAST CORNER OF LAKE
NESMITH, 158 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 93,
0.35 MILE SOUTH ALONG STATE HIGHWAY 93 FROM ITS INTERSECTION
WITH U.S. HIGHWAY 224 IN THE SOUTH PART OF THE CITY OF AKRON,
124 FEET WEST OF THE CENTER OF A LARGE DOUBLE STEEL GATE AT
ENTRANCE TO WATER WORKS, 77.8 FEET SOUTH OF THE STATION, 0.8
FOOT NORTH OF A HIGH STEEL FENCE AND SET IN THE TOP OF A CONCRETE
POST FLUSH WITH THE GROUND.
|
2012-05-20 20:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1415 ***********************************************************************
MB1415 DESIGNATION - NESMITH RM 1
MB1415 PID - MB1415
MB1415 STATE/COUNTY- OH/SUMMIT
MB1415
MB1415 HORZ DATUM - NAD 83(1986)
MB1415 VERT DATUM - NAVD 88
MB1415
MB1415 POSITION - 41 01 36. (N) 081 32 54. (W) SCALED
MB1415 83 minus 27 - +00. -01. SCALED
MB1415
MB1415 HEIGHT - 294.847 (meters) 967.34 (feet) ADJUST
MB1415 88 minus 29 -0.19 ADJ UNCHK
MB1415 ***********************************************************************
MB1415
MB1415 GEOID HEIGHT- -33.53 GEOID90
MB1415 MODELED GRAV- 980,171.7 NAVD88
MB1415
MB1415
MB1415 VERT ORDER - FIRST CLASS 2
MB1415
MB1415
MB1415.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1415.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1415.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1415
MB1415
MB1415
MB1415
MB1415_STATION MARK IS A REFERENCE MARK DISK
MB1415_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1415_THE MARK IS STAMPED: NESMITH NO 1 1951
MB1415
MB1415 HISTORY - Year Condition Recov. By
MB1415 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1415 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1415
MB1415 STATION DESCRIPTION
MB1415
MB1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1415'AT AKRON, IN THE SOUTH PART OF THE CITY, AT THE KENMORE WATER
MB1415'WORKS, IN A FENCE ENCLOSURE, NEAR THE NORTHEAST CORNER OF LAKE
MB1415'NESMITH, 158 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 93,
MB1415'0.35 MILE SOUTH ALONG STATE HIGHWAY 93 FROM ITS INTERSECTION
MB1415'WITH U.S. HIGHWAY 224 IN THE SOUTH PART OF THE CITY OF AKRON,
MB1415'124 FEET WEST OF THE CENTER OF A LARGE DOUBLE STEEL GATE AT
MB1415'ENTRANCE TO WATER WORKS, 77.8 FEET SOUTH OF THE STATION, 0.8
MB1415'FOOT NORTH OF A HIGH STEEL FENCE AND SET IN THE TOP OF A CONCRETE
MB1415'POST FLUSH WITH THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2231065.25
|
496912.40625
|
0101000020960E0000A414A36F8C054141D66B2AD63E541E41
|
true
|
2012-05-21 10:30:00 -0400
|
false
|
41.02666666666666666667
|
-81.54833333333333333333
|
-81.5483333333333
|
41.0266666666665
|
2231064.87216433
|
496911.709146199
|
680029.933095552
|
151458.99186573
|
630
|
630
|
NESMITH RM 2
|
MB1417
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
1
|
36.0
|
N
|
81
|
32
|
54.0
|
W
|
SCALED
|
-33.53
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
295.012
|
967.88
|
ADJUST
|
|
|
|
|
|
|
|
980171.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, ALONG STATE HIGHWAY 93, AT THE KENMORE WATER WORKS,
ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 93 FROM ITS INTERSECTION
WITH U.S. HIGHWAY 224 IN THE SOUTH PART OF THE CITY OF AKRON,
294 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 136 FEET
WEST-NORTHWEST OF RM 1, 75.6 FEET WEST OF THE STATION, 27.3 FEET
SOUTH OF THE SOUTHWEST CORNER OF A BRICK BUILDING, 0.9 FOOT
NORTH OF A HIGH WIRE FENCE, SET IN THE TOP OF A CONCRETE POST
FLUSH WITH THE GROUND.
|
2013-09-22 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1417 ***********************************************************************
MB1417 DESIGNATION - NESMITH RM 2
MB1417 PID - MB1417
MB1417 STATE/COUNTY- OH/SUMMIT
MB1417
MB1417 HORZ DATUM - NAD 83(1986)
MB1417 VERT DATUM - NAVD 88
MB1417
MB1417 POSITION - 41 01 36. (N) 081 32 54. (W) SCALED
MB1417 83 minus 27 - +00. -01. SCALED
MB1417
MB1417 HEIGHT - 295.012 (meters) 967.88 (feet) ADJUST
MB1417 88 minus 29 -0.20 ADJ UNCHK
MB1417 ***********************************************************************
MB1417
MB1417 GEOID HEIGHT- -33.53 GEOID90
MB1417 MODELED GRAV- 980,171.7 NAVD88
MB1417
MB1417
MB1417 VERT ORDER - FIRST CLASS 2
MB1417
MB1417
MB1417.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1417.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1417.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1417
MB1417
MB1417
MB1417
MB1417_STATION MARK IS A REFERENCE MARK DISK
MB1417_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1417_THE MARK IS STAMPED: NESMITH NO 2 1951
MB1417
MB1417 HISTORY - Year Condition Recov. By
MB1417 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1417 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1417
MB1417 STATION DESCRIPTION
MB1417
MB1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1417'AT AKRON, ALONG STATE HIGHWAY 93, AT THE KENMORE WATER WORKS,
MB1417'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 93 FROM ITS INTERSECTION
MB1417'WITH U.S. HIGHWAY 224 IN THE SOUTH PART OF THE CITY OF AKRON,
MB1417'294 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 136 FEET
MB1417'WEST-NORTHWEST OF RM 1, 75.6 FEET WEST OF THE STATION, 27.3 FEET
MB1417'SOUTH OF THE SOUTHWEST CORNER OF A BRICK BUILDING, 0.9 FOOT
MB1417'NORTH OF A HIGH WIRE FENCE, SET IN THE TOP OF A CONCRETE POST
MB1417'FLUSH WITH THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2231065.25
|
496912.40625
|
0101000020960E0000A414A36F8C054141D66B2AD63E541E41
|
true
|
2013-09-23 09:48:00 -0400
|
false
|
41.02666666666666666667
|
-81.54833333333333333333
|
-81.5483333333333
|
41.0266666666665
|
2231064.87216433
|
496911.709146199
|
680029.933095552
|
151458.99186573
|
635
|
635
|
Q 303 S CO
|
MB1239
|
OH
|
Summit
|
|
NGS
|
1963-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
Q 303
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2002 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
3
|
31.0
|
N
|
81
|
25
|
8.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
337.091
|
1105.94
|
ADJUST
|
|
|
|
|
|
|
|
980168.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.95 MILE EAST AND NORTHEAST ALONG GILCHRIST
ROAD FROM THE EAST EXPRESSWAY OVERPASS OVER THE ROAD, NEAR THE
OFFICE ENTRANCE TO THE GENERAL TIRE RESEARCH CENTER, SET ON THE
TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A PIPE
CULVERT, 56.5 FEET WEST OF THE CENTER LINE OF ROAD AT ENTRANCE
TO RESEARCH CENTER, 22 FEET SOUTH OF THE CENTER LINE OF GILCHRIST
ROAD AND ABOUT LEVEL WITH THE ROAD.
NOT RECOVERED BY COSE 2000
|
2013-09-03 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1239 ***********************************************************************
MB1239 DESIGNATION - Q 303 S CO
MB1239 PID - MB1239
MB1239 STATE/COUNTY- OH/SUMMIT
MB1239
MB1239 HORZ DATUM - NAD 83(1986)
MB1239 VERT DATUM - NAVD 88
MB1239
MB1239 POSITION - 41 03 31. (N) 081 25 08. (W) SCALED
MB1239 83 minus 27 - +00. -01. SCALED
MB1239
MB1239 HEIGHT - 337.091 (meters) 1105.94 (feet) ADJUST
MB1239 88 minus 29 -0.19 ADJ UNCHK
MB1239 ***********************************************************************
MB1239
MB1239 GEOID HEIGHT- -33.60 GEOID90
MB1239 MODELED GRAV- 980,168.8 NAVD88
MB1239
MB1239
MB1239 VERT ORDER - FIRST CLASS 2
MB1239
MB1239
MB1239.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1239.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1239.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1239
MB1239
MB1239
MB1239
MB1239_STATION MARK IS A SURVEY DISK
MB1239_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1239_THE MARK IS STAMPED: Q 303
MB1239
MB1239 HISTORY - Year Condition Recov. By
MB1239 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1239 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1239 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1239
MB1239 STATION DESCRIPTION
MB1239
MB1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1239'AT AKRON, ABOUT 0.95 MILE EAST AND NORTHEAST ALONG GILCHRIST
MB1239'ROAD FROM THE EAST EXPRESSWAY OVERPASS OVER THE ROAD, NEAR THE
MB1239'OFFICE ENTRANCE TO THE GENERAL TIRE RESEARCH CENTER, SET ON THE
MB1239'TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL OF A PIPE
MB1239'CULVERT, 56.5 FEET WEST OF THE CENTER LINE OF ROAD AT ENTRANCE
MB1239'TO RESEARCH CENTER, 22 FEET SOUTH OF THE CENTER LINE OF GILCHRIST
MB1239'ROAD AND ABOUT LEVEL WITH THE ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2266631.75
|
508965.9375
|
0101000020960E00002FD8C74E044B4141A528DC5595101F41
|
true
|
2013-09-04 10:48:00 -0400
|
false
|
41.05861111111111111111
|
-81.41888888888888888889
|
-81.4188888888889
|
41.058611111111
|
2266632.61547377
|
508965.333847652
|
690871.002938411
|
155132.944022635
|
636
|
636
|
R 178
|
MB1283
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
4
|
41.0
|
N
|
81
|
30
|
59.0
|
W
|
SCALED
|
-33.62
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
304.513
|
999.06
|
ADJUST
|
|
|
|
|
|
|
|
980175.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ALONG THE BALTIMORE AND OHIO RAILROAD, NEAR THE UNION
STATION, AT THE OVERPASS OF CENTER STREET OVER TRACKS, SET
VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE BASE OF THE
SOUTHWEST MOST LEG OF THE FIRST PIER SOUTHEAST OF TRACKS, 22 1/2
FEET SOUTHEAST OF SOUTHEAST RAIL OF EXTREME SOUTHEAST TRACK, 192
FEET NORTHEAST OF NORTH CORNER OF UNION STATION, 2 FEET NORTHEAST
OF WEST CORNER OF CONCRETE BASE AND 2 1/2 FEET ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
2013-NEW BRIDGE AND PIERS
|
2013-09-22 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1283 ***********************************************************************
MB1283 DESIGNATION - R 178
MB1283 PID - MB1283
MB1283 STATE/COUNTY- OH/SUMMIT
MB1283
MB1283 HORZ DATUM - NAD 83(1986)
MB1283 VERT DATUM - NAVD 88
MB1283
MB1283 POSITION - 41 04 41. (N) 081 30 59. (W) SCALED
MB1283 83 minus 27 - +00. -01. SCALED
MB1283
MB1283 HEIGHT - 304.513 (meters) 999.06 (feet) ADJUST
MB1283 88 minus 29 -0.20 ADJ UNCHK
MB1283 ***********************************************************************
MB1283
MB1283 GEOID HEIGHT- -33.62 GEOID90
MB1283 MODELED GRAV- 980,175.3 NAVD88
MB1283
MB1283
MB1283 VERT ORDER - FIRST CLASS 2
MB1283
MB1283
MB1283.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1283.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1283.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1283
MB1283
MB1283
MB1283
MB1283_STATION MARK IS A BENCH MARK DISK
MB1283_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1283_THE MARK IS STAMPED: R 178 1954
MB1283
MB1283 HISTORY - Year Condition Recov. By
MB1283 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1283 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1283
MB1283 STATION DESCRIPTION
MB1283
MB1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1283'AT AKRON, ALONG THE BALTIMORE AND OHIO RAILROAD, NEAR THE UNION
MB1283'STATION, AT THE OVERPASS OF CENTER STREET OVER TRACKS, SET
MB1283'VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE BASE OF THE
MB1283'SOUTHWEST MOST LEG OF THE FIRST PIER SOUTHEAST OF TRACKS, 22 1/2
MB1283'FEET SOUTHEAST OF SOUTHEAST RAIL OF EXTREME SOUTHEAST TRACK, 192
MB1283'FEET NORTHEAST OF NORTH CORNER OF UNION STATION, 2 FEET NORTHEAST
MB1283'OF WEST CORNER OF CONCRETE BASE AND 2 1/2 FEET ABOVE GROUND.
MB1283
MB1283 STATION RECOVERY (1963)
MB1283
MB1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1283'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2239667.0
|
515731.125
|
0101000020960E0000B53F216A5916414118F695604B7A1F41
|
true
|
2013-09-23 09:50:00 -0400
|
false
|
41.07805555555555555556
|
-81.51638888888888888889
|
-81.5163888888889
|
41.0780555555554
|
2239666.82913967
|
515730.844322057
|
682651.814825402
|
157195.075739496
|
646
|
646
|
OBERLIN C OF A
|
MB1404
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
45.15539
|
N
|
81
|
32
|
8.21117
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
155454.512
|
681055.445
|
0.99993914
|
+
|
0
|
38
|
0.8
|
|
MT
|
|
|
|
|
312.226
|
1024.36
|
ADJUST
|
|
-0.34
|
DEFLEC90
|
|
|
|
|
980174.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (RCH)
THE STATION IS LOCATED AT THE INTERSECTION OF OBERLIN STREET AND
RUSSELL AVENUE, ABOUT 1-1/2
MILES SOUTHWEST OF DOWNTOWN AKRON. IT IS A CITY OF AKRON DISK
STAMPED OBERLIN, SET IN THE TOP
OF A 6 INCH SQUARE CONCRETE POST THAT IS 5 INCHES UNDER A 3
FOOT SQUARE OF CONCRETE WITH A 9 INCH
MANHOLE COVER. IT IS 1.5 FEET SOUTH OF THE SOUTH
CURB OF RUSSELL AVENUE, 1.9 FEET NORTH OF A CYCLONE
FENCE, 5.3 FEET EAST OF A POWER POLE,
AND 19 FEET SOUTHWEST OF THE INTERSECTION OF OBERLIN STREET AND
RUSSELL AVENUE.
|
2018-06-04 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1404 ***********************************************************************
MB1404 DESIGNATION - OBERLIN C OF A
MB1404 PID - MB1404
MB1404 STATE/COUNTY- OH/SUMMIT
MB1404
MB1404 HORZ DATUM - NAD 83(1986)
MB1404 VERT DATUM - NAVD 88
MB1404
MB1404 POSITION - 41 03 45.15539(N) 081 32 08.21117(W) ADJUSTED
MB1404 83 minus 27 - +00.19796 -00.57168 ADJUSTED
MB1404
MB1404 HEIGHT - 312.226 (meters) 1024.36 (feet) ADJUST
MB1404 88 minus 29 -0.20 ADJ UNCHK
MB1404 ***********************************************************************
MB1404
MB1404 LAPLACE CORR- -0.34 DEFLEC90
MB1404 GEOID HEIGHT- -33.59 GEOID90
MB1404 MODELED GRAV- 980,174.4 NAVD88
MB1404
MB1404
MB1404 HORZ ORDER - FIRST
MB1404 VERT ORDER - FIRST CLASS 2
MB1404
MB1404
MB1404.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1404.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1404.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1404.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1404
MB1404; North East Scale Converg.
MB1404;SPC OH N - 155,454.512 681,055.445 0.99993914 +0 38 00.8 MT
MB1404;UTM 17 - 4,545,838.162 454,996.541 0.99962493 -0 21 06.6 MT
MB1404
MB1404: Primary Azimuth Mark Grid Az
MB1404:SPC OH N - AKRON ELBON AVE MUNICIPAL TANK 095 32 40.8
MB1404:UTM 17 - AKRON ELBON AVE MUNICIPAL TANK 096 31 48.2
MB1404
MB1404|---------------------------------------------------------------------|
MB1404| Pid Reference Object Distance Geod. AZ |
MB1404| dddmmss.ss|
MB1404| MB2713 AKRON ELBON AVE MUNICIPAL TANK APPROX. 3.3 KM 0961041.6 |
MB1404|---------------------------------------------------------------------|
MB1404
MB1404_STATION MARK IS A SURVEY DISK
MB1404_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1404_THE MARK IS STAMPED: OBERLIN
MB1404
MB1404 HISTORY - Year Condition Recov. By
MB1404 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1404 HISTORY - 1963 CITY OF AKRON OHIO
MB1404
MB1404 STATION DESCRIPTION
MB1404
MB1404'DESCRIBED BY CITY OF AKRON OHIO 1963 (RCH)
MB1404'THE STATION IS LOCATED AT THE INTERSECTION OF OBERLIN STREET AND
MB1404'RUSSELL AVENUE, ABOUT 1-1/2
MB1404'MILES SOUTHWEST OF DOWNTOWN AKRON. IT IS A CITY OF AKRON DISK
MB1404'STAMPED OBERLIN, SET IN THE TOP
MB1404'OF A 6 INCH SQUARE CONCRETE POST THAT IS 5 INCHES UNDER A 3
MB1404'FOOT SQUARE OF CONCRETE WITH A 9 INCH
MB1404'MANHOLE COVER. IT IS 1.5 FEET SOUTH OF THE SOUTH
MB1404'CURB OF RUSSELL AVENUE, 1.9 FEET NORTH OF A CYCLONE
MB1404'FENCE, 5.3 FEET EAST OF A POWER POLE,
MB1404'AND 19 FEET SOUTHWEST OF THE INTERSECTION OF OBERLIN STREET AND
MB1404'RUSSELL AVENUE.
MB1404'
|
|
|
|
|
|
|
|
|
|
|
|
2234429.5
|
510019.90625
|
0101000020960E00001FDCF8B31E0C4141BF7EEB5F11211F41
|
true
|
2012-05-21 09:52:00 -0400
|
false
|
41.06254316388888888889
|
-81.53561421388888888889
|
-81.5356142138889
|
41.0625431638887
|
2234429.4060321
|
510020.34367178
|
681055.445069474
|
155454.511660163
|
647
|
647
|
OTIS C OF A
|
MB1233
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1986 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
0.61374
|
N
|
81
|
27
|
28.68416
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
154155.713
|
687597.646
|
0.99993919
|
+
|
0
|
41
|
4.4
|
|
MT
|
|
|
|
|
347.837
|
1141.19
|
ADJUST
|
|
-0.45
|
DEFLEC90
|
|
|
|
|
980170.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 3-3/4 MILES SOUTHEAST OF DOWNTOWN AKRON AND ON
THE GROUNDS OF THE OTIS
HATTON ELEMENTARY SCHOOL AT 1933 BAKER AVENUE. IT IS 59 FEET
NORTHWEST OF THE NORTHWEST CORNER
OF THE NORTH WING OF THE SCHOOL BUILDING, 50 FEET NORTH OF AN
EXTENDED LINE FROM THE NORTH FACE OF
THE NORTH WING OF THE SCHOOL BUILDING AND BETWEEN
A BLACKTOP PARKING LOT AND A BALL DIAMOND. THE MARK IS
A CITY OF AKRON DISK STAMPED OTIS
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF HILLMAN ROAD AND DANIELS
AVENUE, ON THE OTIS HATTON ELEMENTARY SCHOOL GROUNDS, 187 FEET
SOUTH OF THE CENTER LINE OF DANIELS AVENUE, 213 FEET WEST OF
THE CENTER LINE OF HILLMAN ROAD, 59 FEET NORTHWEST OF THE
NORTHWEST CORNER OF THE NORTH WING OF THE SCHOOL, 86 1/2 FEET
EAST OF THE EXTENDED CENTER LINE OF STEPHENS ROAD, SET IN THE
TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE GROUND
ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED
AKRON SURVEY 1963.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
RECOVERED AS DESCRIBED IN THE MOST RECENT INFORMATION AVAILABLE.
THIS STATION WAS USED BY THE GPS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
STATION MARK RECOVERED IN GOOD CONDITION. NO OTHER MARKS FOR THIS
STATION. STATION IS IN PLAYGROUND OF ELEMENTARY SCHOOL. OWNERSHIP --
CITY OF AKRON, C/O PRINCIPAL PAUL GREEN, HATTON ELEMENTARY SCHOOL,
1933 BAKER AVENUE, AKRON OH 44312 PHONE 614-733-2467.
TO REACH FROM THE JUNCTION OF US HIGHWAY 224 AND STATE HIGHWAY 241
(ABOUT 2 MILES EAST OF JUNCTION OF INTERSTATE HIGHWAYS 76 AND 77 AND
HIGHWAY 224 IN SOUTH AKRON), GO EAST ON HIGHWAY 224 FOR 0.45 MILE TO
A CROSSROAD. TURN LEFT, NORTH, ON HILBISH STREET FOR 1.52 KM TO A
CROSSROAD (TRIPLETT STREET). CONTINUE AHEAD FOR 0.5 MILE TO A CROSS
STREET. TURN LEFT, WEST , ON DANIELS AVENUE FOR 0.2 MILE TO A CROSS
STREET. TURN LEFT, SOUTH, ON HILLMAN STREET FOR ABOUT 20 METERS
(70 FEET), THEN BEAR RIGHT OVER CURB AND SIDEWALK AND ANGLE ACROSS
PLAYGROUND, SOUTHWEST, FOR 90 METERS (0.05 MILE) TO A 1 METER HIGH
GRASSY HUMP AT REAR OF SCHOOL AND STATION ON NORTHEAST SIDE OF
HUMP.
STATION MARK IS SET IN THE TOP OF A CONCRETE POST THAT IS COVERED BY
A 25 CM METAL COVER THAT PROJECTS 5 CM. IT IS 18.0 METERS NORTHWEST
OF NORTHWEST CORNER OF NORTH WING OF SCHOOL, 11.6 METERS NORTH OF
MACADAM SIDEWALK EDGE, 4.2 METERS NORTHWEST OF A 10 CM TREE, AND
19.7 METERS NORTHEAST OF THE NORTHEAST END OF A WIRE BASEBALL BACK-
STOP.
DESCRIBED BY G R HEID. TYPED BY JAMES MALONEY 9/10/87.
RECOVERY NOTE 2012 SCE SCHOOL AND GROUNDS HAVE BEEN DEMOLISHED
|
2012-05-06 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1233 ***********************************************************************
MB1233 DESIGNATION - OTIS C OF A
MB1233 PID - MB1233
MB1233 STATE/COUNTY- OH/SUMMIT
MB1233
MB1233 HORZ DATUM - NAD 83(1986)
MB1233 VERT DATUM - NAVD 88
MB1233
MB1233 POSITION - 41 03 00.61374(N) 081 27 28.68416(W) ADJUSTED
MB1233 83 minus 27 - +00.20341 -00.58441 ADJUSTED
MB1233
MB1233 HEIGHT - 347.837 (meters) 1141.19 (feet) ADJUST
MB1233 88 minus 29 -0.19 ADJ UNCHK
MB1233 ***********************************************************************
MB1233
MB1233 LAPLACE CORR- -0.45 DEFLEC90
MB1233 GEOID HEIGHT- -33.59 GEOID90
MB1233 MODELED GRAV- 980,170.6 NAVD88
MB1233
MB1233
MB1233 HORZ ORDER - FIRST
MB1233 VERT ORDER - FIRST CLASS 2
MB1233
MB1233
MB1233.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1233.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1233.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1233.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1233
MB1233; North East Scale Converg.
MB1233;SPC OH N - 154,155.713 687,597.646 0.99993919 +0 41 04.4 MT
MB1233;UTM 17 - 4,544,427.499 461,513.368 0.99961823 -0 18 02.7 MT
MB1233
MB1233: Primary Azimuth Mark Grid Az
MB1233:SPC OH N - AKRON MUN APT GOODYEAR HGR BCN 206 45 15.7
MB1233:UTM 17 - AKRON MUN APT GOODYEAR HGR BCN 207 44 22.8
MB1233
MB1233|---------------------------------------------------------------------|
MB1233| Pid Reference Object Distance Geod. AZ |
MB1233| dddmmss.ss|
MB1233| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 2.2 KM 2072620.1 |
MB1233|---------------------------------------------------------------------|
MB1233
MB1233_STATION MARK IS A SURVEY DISK
MB1233_WITH SETTING: SET IN TOP OF SQUARE CONCRETE MONUMENT
MB1233_THE MARK IS STAMPED: OTIS
MB1233
MB1233 HISTORY - Year Condition Recov. By
MB1233 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1233 HISTORY - 1963 CITY OF AKRON OHIO
MB1233 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1233 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1233 HISTORY - 1986 GOOD NATIONAL GEODETIC SURVEY
MB1233
MB1233 STATION DESCRIPTION
MB1233
MB1233'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1233'THE STATION IS ABOUT 3-3/4 MILES SOUTHEAST OF DOWNTOWN AKRON AND ON
MB1233'THE GROUNDS OF THE OTIS
MB1233'HATTON ELEMENTARY SCHOOL AT 1933 BAKER AVENUE. IT IS 59 FEET
MB1233'NORTHWEST OF THE NORTHWEST CORNER
MB1233'OF THE NORTH WING OF THE SCHOOL BUILDING, 50 FEET NORTH OF AN
MB1233'EXTENDED LINE FROM THE NORTH FACE OF
MB1233'THE NORTH WING OF THE SCHOOL BUILDING AND BETWEEN
MB1233'A BLACKTOP PARKING LOT AND A BALL DIAMOND. THE MARK IS
MB1233'A CITY OF AKRON DISK STAMPED OTIS
MB1233'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB1233'THE SURFACE OF A 3 FOOT SQUARE OF
MB1233'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1233'
MB1233
MB1233 STATION RECOVERY (1964)
MB1233
MB1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1233'AT AKRON, NEAR THE INTERSECTION OF HILLMAN ROAD AND DANIELS
MB1233'AVENUE, ON THE OTIS HATTON ELEMENTARY SCHOOL GROUNDS, 187 FEET
MB1233'SOUTH OF THE CENTER LINE OF DANIELS AVENUE, 213 FEET WEST OF
MB1233'THE CENTER LINE OF HILLMAN ROAD, 59 FEET NORTHWEST OF THE
MB1233'NORTHWEST CORNER OF THE NORTH WING OF THE SCHOOL, 86 1/2 FEET
MB1233'EAST OF THE EXTENDED CENTER LINE OF STEPHENS ROAD, SET IN THE
MB1233'TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE GROUND
MB1233'ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED
MB1233'AKRON SURVEY 1963.
MB1233
MB1233 STATION RECOVERY (1983)
MB1233
MB1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1233'RECOVERED AS DESCRIBED IN THE MOST RECENT INFORMATION AVAILABLE.
MB1233'
MB1233'THIS STATION WAS USED BY THE GPS.
MB1233'
MB1233
MB1233 STATION RECOVERY (1986)
MB1233
MB1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
MB1233'STATION MARK RECOVERED IN GOOD CONDITION. NO OTHER MARKS FOR THIS
MB1233'STATION. STATION IS IN PLAYGROUND OF ELEMENTARY SCHOOL. OWNERSHIP --
MB1233'CITY OF AKRON, C/O PRINCIPAL PAUL GREEN, HATTON ELEMENTARY SCHOOL,
MB1233'1933 BAKER AVENUE, AKRON OH 44312 PHONE 614-733-2467.
MB1233'TO REACH FROM THE JUNCTION OF US HIGHWAY 224 AND STATE HIGHWAY 241
MB1233'(ABOUT 2 MILES EAST OF JUNCTION OF INTERSTATE HIGHWAYS 76 AND 77 AND
MB1233'HIGHWAY 224 IN SOUTH AKRON), GO EAST ON HIGHWAY 224 FOR 0.45 MILE TO
MB1233'A CROSSROAD. TURN LEFT, NORTH, ON HILBISH STREET FOR 1.52 KM TO A
MB1233'CROSSROAD (TRIPLETT STREET). CONTINUE AHEAD FOR 0.5 MILE TO A CROSS
MB1233'STREET. TURN LEFT, WEST , ON DANIELS AVENUE FOR 0.2 MILE TO A CROSS
MB1233'STREET. TURN LEFT, SOUTH, ON HILLMAN STREET FOR ABOUT 20 METERS
MB1233'(70 FEET), THEN BEAR RIGHT OVER CURB AND SIDEWALK AND ANGLE ACROSS
MB1233'PLAYGROUND, SOUTHWEST, FOR 90 METERS (0.05 MILE) TO A 1 METER HIGH
MB1233'GRASSY HUMP AT REAR OF SCHOOL AND STATION ON NORTHEAST SIDE OF
MB1233'HUMP.
MB1233'STATION MARK IS SET IN THE TOP OF A CONCRETE POST THAT IS COVERED BY
MB1233'A 25 CM METAL COVER THAT PROJECTS 5 CM. IT IS 18.0 METERS NORTHWEST
MB1233'OF NORTHWEST CORNER OF NORTH WING OF SCHOOL, 11.6 METERS NORTH OF
MB1233'MACADAM SIDEWALK EDGE, 4.2 METERS NORTHWEST OF A 10 CM TREE, AND
MB1233'19.7 METERS NORTHEAST OF THE NORTHEAST END OF A WIRE BASEBALL BACK-
MB1233'STOP.
MB1233'DESCRIBED BY G R HEID. TYPED BY JAMES MALONEY 9/10/87.
|
|
|
|
|
|
|
|
|
|
|
|
2255892.75
|
505759.34375
|
0101000020960E00001B2764A30A3641410EB9B2CE7CDE1E41
|
true
|
2012-05-08 04:17:00 -0400
|
false
|
41.05017048333333333333
|
-81.45796782222222222222
|
-81.4579678222222
|
41.0501704833332
|
2255893.27649392
|
505759.201853649
|
687597.645870638
|
154155.713036403
|
648
|
648
|
P 178
|
MB1104
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
5
|
13.0
|
N
|
81
|
30
|
6.0
|
W
|
SCALED
|
-33.64
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
304.308
|
998.39
|
ADJUST
|
|
|
|
|
|
|
|
980175.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ABOUT 1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD
FROM THE UNION STATION, AT THE AKRON EXPRESSWAY OVERPASS OVER
THE RAILROAD, SET IN THE TOP OF THE CONCRETE BASE OF THE FIRST
PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF OVERPASS, LOCATED
BETWEEN THE PRR AND THE ERIE RAILROAD TRACKS, 15 FEET SOUTHWEST
OF SOUTHWEST RAIL OF SOUTHWEST TRACK OF P.R.R., 1 3/4 FEET
NORTHWEST OF NORTHWEST FACE OF PIER LEG AND 4 1/2 FEET ABOVE LEVEL
OF P.R.R. TRACKS. NOTE-- THE ERIE RAILROAD IS NOW THE
ERIE-LACKAWANNA RAILROAD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2018-09-18 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1104 ***********************************************************************
MB1104 DESIGNATION - P 178
MB1104 PID - MB1104
MB1104 STATE/COUNTY- OH/SUMMIT
MB1104
MB1104 HORZ DATUM - NAD 83(1986)
MB1104 VERT DATUM - NAVD 88
MB1104
MB1104 POSITION - 41 05 13. (N) 081 30 06. (W) SCALED
MB1104 83 minus 27 - +00. -01. SCALED
MB1104
MB1104 HEIGHT - 304.308 (meters) 998.39 (feet) ADJUST
MB1104 88 minus 29 -0.20 ADJ UNCHK
MB1104 ***********************************************************************
MB1104
MB1104 GEOID HEIGHT- -33.64 GEOID90
MB1104 MODELED GRAV- 980,175.5 NAVD88
MB1104
MB1104
MB1104 VERT ORDER - FIRST CLASS 2
MB1104
MB1104
MB1104.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1104.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1104.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1104
MB1104
MB1104
MB1104
MB1104_STATION MARK IS A BENCH MARK DISK
MB1104_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1104_THE MARK IS STAMPED: P 178 1954
MB1104
MB1104 HISTORY - Year Condition Recov. By
MB1104 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1104 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1104
MB1104 STATION DESCRIPTION
MB1104
MB1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1104'AT AKRON, ABOUT 1.0 MILE EAST ALONG THE PENNSYLVANIA RAILROAD
MB1104'FROM THE UNION STATION, AT THE AKRON EXPRESSWAY OVERPASS OVER
MB1104'THE RAILROAD, SET IN THE TOP OF THE CONCRETE BASE OF THE FIRST
MB1104'PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF OVERPASS, LOCATED
MB1104'BETWEEN THE PRR AND THE ERIE RAILROAD TRACKS, 15 FEET SOUTHWEST
MB1104'OF SOUTHWEST RAIL OF SOUTHWEST TRACK OF P.R.R., 1 3/4 FEET
MB1104'NORTHWEST OF NORTHWEST FACE OF PIER LEG AND 4 1/2 FEET ABOVE LEVEL
MB1104'OF P.R.R. TRACKS. NOTE-- THE ERIE RAILROAD IS NOW THE
MB1104'ERIE-LACKAWANNA RAILROAD.
MB1104
MB1104 STATION RECOVERY (1983)
MB1104
MB1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1104'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2243689.25
|
519015.3125
|
0101000020960E00009726BA23341E41413B388C099DAD1F41
|
true
|
2012-07-27 09:59:00 -0400
|
false
|
41.08694444444444444444
|
-81.50166666666666666667
|
-81.5016666666667
|
41.0869444444443
|
2243688.27911837
|
519015.259323958
|
683877.55523039
|
158196.16743426
|
649
|
649
|
P 301
|
MB1402
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
4
|
24.0
|
N
|
81
|
32
|
9.0
|
W
|
SCALED
|
-33.61
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
292.839
|
960.75
|
ADJUST
|
|
|
|
|
|
|
|
980175.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, IN THE WESTERN PART OF THE CITY, AT THE INTERSECTION
OF WOOSTER AVENUE AND BELL STREET, 123.4 FEET SOUTH OF THE SOUTH
CURB OF WOOSTER AVENUE, 1.5 FEET WEST OF THE WEST CURB OF BELL
STREET, 2 FEET NORTH OF A TELEPHONE POLE, 25.8 FEET SOUTHEAST
OF THE SOUTHEAST CORNER OF A RESIDENCE AT 750 BELL STREET, 1/2
FOOT ABOVE THE LEVEL OF BELL STREET AND SET IN THE TOP OF A
CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
2013- NOW SITE OF THE AKRON FOOD BANK
|
2013-09-22 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1402 ***********************************************************************
MB1402 DESIGNATION - P 301
MB1402 PID - MB1402
MB1402 STATE/COUNTY- OH/SUMMIT
MB1402
MB1402 HORZ DATUM - NAD 83(1986)
MB1402 VERT DATUM - NAVD 88
MB1402
MB1402 POSITION - 41 04 24. (N) 081 32 09. (W) SCALED
MB1402 83 minus 27 - +00. -01. SCALED
MB1402
MB1402 HEIGHT - 292.839 (meters) 960.75 (feet) ADJUST
MB1402 88 minus 29 -0.20 ADJ UNCHK
MB1402 ***********************************************************************
MB1402
MB1402 GEOID HEIGHT- -33.61 GEOID90
MB1402 MODELED GRAV- 980,175.6 NAVD88
MB1402
MB1402
MB1402 VERT ORDER - FIRST CLASS 2
MB1402
MB1402
MB1402.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1402.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1402.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1402
MB1402
MB1402
MB1402
MB1402_STATION MARK IS A BENCH MARK DISK
MB1402_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1402_THE MARK IS STAMPED: P 301 1963
MB1402
MB1402 HISTORY - Year Condition Recov. By
MB1402 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1402
MB1402 STATION DESCRIPTION
MB1402
MB1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1402'AT AKRON, IN THE WESTERN PART OF THE CITY, AT THE INTERSECTION
MB1402'OF WOOSTER AVENUE AND BELL STREET, 123.4 FEET SOUTH OF THE SOUTH
MB1402'CURB OF WOOSTER AVENUE, 1.5 FEET WEST OF THE WEST CURB OF BELL
MB1402'STREET, 2 FEET NORTH OF A TELEPHONE POLE, 25.8 FEET SOUTHEAST
MB1402'OF THE SOUTHEAST CORNER OF A RESIDENCE AT 750 BELL STREET, 1/2
MB1402'FOOT ABOVE THE LEVEL OF BELL STREET AND SET IN THE TOP OF A
MB1402'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2234325.0
|
513950.78125
|
0101000020960E00000ED083C3EA0B414134DC36897A5E1F41
|
true
|
2013-09-23 09:52:00 -0400
|
false
|
41.07333333333333333334
|
-81.53583333333333333333
|
-81.5358333333333
|
41.0733333333332
|
2234325.5274601
|
513950.633998337
|
681023.782817405
|
156652.466547611
|
650
|
650
|
P 302
|
MB1166
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1989 UNKNOWN - MARK NOT F UNITED STATES POWER SQUADRON
HISTORY - 2014 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
27.0
|
N
|
81
|
28
|
35.0
|
W
|
SCALED
|
-33.64
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
303.089
|
994.38
|
ADJUST
|
|
|
|
|
|
|
|
980176.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 1.0 MILE NORTHEAST ALONG THE ERIE RAILROAD FROM ITS
OVERPASS OVER THE BALTIMORE AND OHIO RAILROAD AT EAST AKRON
JUNCTION, AT THE END AND DOWNHILL FROM SHOSHNE STREET, SET ON THE
TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
13-FOOT BOX CULVERT WITH 3 PARTITION FOR A SMALL STREAM, 41
FEET SOUTHEAST OF THE SOUTHEAST RAIL (SLOPE MEASUREMENT), 1.2
FEET NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT
20 FEET BELOW THE TRACK.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MARK NOT FOUND
|
2014-04-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1166 ***********************************************************************
MB1166 DESIGNATION - P 302
MB1166 PID - MB1166
MB1166 STATE/COUNTY- OH/SUMMIT
MB1166
MB1166 HORZ DATUM - NAD 83(1986)
MB1166 VERT DATUM - NAVD 88
MB1166
MB1166 POSITION - 41 05 27. (N) 081 28 35. (W) SCALED
MB1166 83 minus 27 - +00. -01. SCALED
MB1166
MB1166 HEIGHT - 303.089 (meters) 994.38 (feet) ADJUST
MB1166 88 minus 29 -0.20 ADJ UNCHK
MB1166 ***********************************************************************
MB1166
MB1166 GEOID HEIGHT- -33.64 GEOID90
MB1166 MODELED GRAV- 980,176.2 NAVD88
MB1166
MB1166
MB1166 VERT ORDER - FIRST CLASS 2
MB1166
MB1166
MB1166.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1166.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1166.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1166
MB1166
MB1166
MB1166
MB1166_STATION MARK IS A BENCH MARK DISK
MB1166_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1166_THE MARK IS STAMPED: P 302 1964
MB1166
MB1166 HISTORY - Year Condition Recov. By
MB1166 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1166 HISTORY - 1989 UNKNOWN - MARK NOT F UNITED STATES POWER SQUADRON
MB1166
MB1166 STATION DESCRIPTION
MB1166
MB1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1166'ABOUT 1.0 MILE NORTHEAST ALONG THE ERIE RAILROAD FROM ITS
MB1166'OVERPASS OVER THE BALTIMORE AND OHIO RAILROAD AT EAST AKRON
MB1166'JUNCTION, AT THE END AND DOWNHILL FROM SHOSHNE STREET, SET ON THE
MB1166'TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
MB1166'13-FOOT BOX CULVERT WITH 3 PARTITION FOR A SMALL STREAM, 41
MB1166'FEET SOUTHEAST OF THE SOUTHEAST RAIL (SLOPE MEASUREMENT), 1.2
MB1166'FEET NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT
MB1166'20 FEET BELOW THE TRACK.
MB1166
MB1166 STATION RECOVERY (1989)
MB1166
MB1166'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1166'MARK NOT FOUND
|
|
|
|
|
|
|
|
|
|
|
|
2250639.5
|
520512.21875
|
0101000020960E0000EFD0398CC72B41417E92F61E03C51F41
|
true
|
2014-04-17 10:14:00 -0400
|
false
|
41.09083333333333333333
|
-81.47638888888888888889
|
-81.4763888888889
|
41.0908333333332
|
2250639.09551441
|
520512.780237473
|
685996.168305128
|
158652.612721592
|
651
|
651
|
P 303
|
MB1210
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1967 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
6.0
|
N
|
81
|
25
|
34.0
|
W
|
SCALED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
330.33
|
1083.76
|
ADJUST
|
|
|
|
|
|
|
|
980168.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, 0.7 MILE WEST ALONG SHELBURN STREET FROM THE JUNCTION
OF NORTH COLUMBINE AVENUE, NEAR THE INTERSECTION OF PAULINE
AVENUE AND SHELBURN STREET, 41 FEET NORTHWEST OF THE CENTER OF
THE INTERSECTION, 37.5 FEET NORTH OF THE CENTER LINE OF SHELBURN
STREET, 19 FEET WEST OF THE CENTER LINE OF PAULINE AVENUE, 2 1/2
FEET NORTH OF POWER POLE 2883, 41.5 FEET SOUTHEAST OF THE
SOUTHEAST CORNER OF HOUSE AT 2883 SHELBURN STREET, ABOUT 5 FEET
ABOVE THE LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE
POST THAT IS FLUSH WITH THE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
RECOVERED AS DESCRIBED.
|
2019-01-08 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1210 ***********************************************************************
MB1210 DESIGNATION - P 303
MB1210 PID - MB1210
MB1210 STATE/COUNTY- OH/SUMMIT
MB1210
MB1210 HORZ DATUM - NAD 83(1986)
MB1210 VERT DATUM - NAVD 88
MB1210
MB1210 POSITION - 41 03 06. (N) 081 25 34. (W) SCALED
MB1210 83 minus 27 - +00. -01. SCALED
MB1210
MB1210 HEIGHT - 330.330 (meters) 1083.76 (feet) ADJUST
MB1210 88 minus 29 -0.19 ADJ UNCHK
MB1210 ***********************************************************************
MB1210
MB1210 GEOID HEIGHT- -33.59 GEOID90
MB1210 MODELED GRAV- 980,168.5 NAVD88
MB1210
MB1210
MB1210 VERT ORDER - FIRST CLASS 2
MB1210
MB1210
MB1210.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1210.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1210.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1210
MB1210
MB1210
MB1210
MB1210_STATION MARK IS A BENCH MARK DISK
MB1210_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1210_THE MARK IS STAMPED: P 303 1964
MB1210
MB1210 HISTORY - Year Condition Recov. By
MB1210 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1210 HISTORY - 1967 GOOD NATIONAL GEODETIC SURVEY
MB1210
MB1210 STATION DESCRIPTION
MB1210
MB1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1210'AT AKRON, 0.7 MILE WEST ALONG SHELBURN STREET FROM THE JUNCTION
MB1210'OF NORTH COLUMBINE AVENUE, NEAR THE INTERSECTION OF PAULINE
MB1210'AVENUE AND SHELBURN STREET, 41 FEET NORTHWEST OF THE CENTER OF
MB1210'THE INTERSECTION, 37.5 FEET NORTH OF THE CENTER LINE OF SHELBURN
MB1210'STREET, 19 FEET WEST OF THE CENTER LINE OF PAULINE AVENUE, 2 1/2
MB1210'FEET NORTH OF POWER POLE 2883, 41.5 FEET SOUTHEAST OF THE
MB1210'SOUTHEAST CORNER OF HOUSE AT 2883 SHELBURN STREET, ABOUT 5 FEET
MB1210'ABOVE THE LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE
MB1210'POST THAT IS FLUSH WITH THE GROUND.
MB1210
MB1210 STATION RECOVERY (1967)
MB1210
MB1210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
MB1210'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2264672.75
|
506410.71875
|
0101000020960E0000E8CFC81D30474141BED9E161ABE81E41
|
true
|
2012-05-01 10:35:00 -0400
|
false
|
41.05166666666666666667
|
-81.42611111111111111111
|
-81.4261111111111
|
41.0516666666665
|
2264672.2326908
|
506410.845588114
|
690273.47707111
|
154354.334443909
|
652
|
652
|
P 337
|
MB1818
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
FLANGE-ENCASED ROD
|
P 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD SCEHISTORY - 2006 GOOD SCEHISTORY - 2014 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
15
|
38.0
|
N
|
81
|
28
|
0.0
|
W
|
SCALED
|
-33.93
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
320.519
|
1051.57
|
ADJUST
|
|
|
|
|
|
|
|
980183.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
2.7 KM (1.7 MI) NORTH ALONG STATE HIGHWAY 91 FROM THE INTERSECTION OF
STATE HIGHWAY 303 IN HUDSON, THENCE 2.2 KM (1.4 MI) WEST ALONG HINES
HILL ROAD TO THE MARK ON THE RIGHT, AT THE FIRST POWER POLE(#022)
EAST OF THE CROSSING OF THE CONRAIL RAILROAD, 6.10 METERS (20.0 FT)
NORTH OF THE CENTERLINE OF HINES HILL ROAD, 10.05 METERS (33.0 FT)
EAST OF THE EAST RAIL OF THE TRACKS, 0.76 METER (2.5 FT) EAST OF A
POWER POLE WITH A STREET LIGHT AND TRANSFORMER.
THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 8.1
METER THE STATION IS 0.18 METERS BELOW THE HEIGHT OF HINES ROAD .
THE STATION IS 0.30 METERS WEST FROM A WITNESS POST
FAIR FOR GPS.
|
2021-12-30 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1818 ***********************************************************************
MB1818 DESIGNATION - P 337
MB1818 PID - MB1818
MB1818 STATE/COUNTY- OH/SUMMIT
MB1818
MB1818 HORZ DATUM - NAD 83(1986)
MB1818 VERT DATUM - NAVD 88
MB1818
MB1818 POSITION - 41 15 38. (N) 081 28 00. (W) SCALED
MB1818 83 minus 27 - +00. -01. SCALED
MB1818
MB1818 HEIGHT - 320.519 (meters) 1051.57 (feet) ADJUST
MB1818 88 minus 29 -0.209 ADJUSTED
MB1818 ***********************************************************************
MB1818
MB1818 GEOID HEIGHT- -33.93 GEOID90
MB1818 MODELED GRAV- 980,183.0 NAVD88
MB1818
MB1818
MB1818 VERT ORDER - FIRST CLASS 2
MB1818
MB1818
MB1818.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1818.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1818.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1818
MB1818
MB1818
MB1818
MB1818_STATION MARK IS A FLANGE-ENCASED ROD
MB1818_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
MB1818_THE MONUMENT IS 0.18 METERS BELOW THE HEIGHT OF HINES ROAD
MB1818_THE MARK IS STAMPED: P 337 1983
MB1818
MB1818 HISTORY - Year Condition Recov. By
MB1818 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1818
MB1818 STATION DESCRIPTION
MB1818
MB1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1818'2.7 KM (1.7 MI) NORTH ALONG STATE HIGHWAY 91 FROM THE INTERSECTION OF
MB1818'STATE HIGHWAY 303 IN HUDSON, THENCE 2.2 KM (1.4 MI) WEST ALONG HINES
MB1818'HILL ROAD TO THE MARK ON THE RIGHT, AT THE FIRST POWER POLE EAST OF
MB1818'THE CROSSING OF THE CONRAIL RAILROAD, 6.10 METERS (20.0 FT) NORTH OF
MB1818'THE CENTERLINE OF HINES HILL ROAD, 10.05 METERS (33.0 FT) EAST OF THE
MB1818'EAST RAIL OF THE TRACKS, 3.04 METERS (10.0 FT) SOUTHWEST OF AN 18-INCH
MB1818'LONE MAPLE TREE, 0.76 METER (2.5 FT) EAST OF A POWER POLE WITH A
MB1818'STREET LIGHT AND TRANSFORMER.
MB1818'THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 8.1 METER
MB1818'THE STATION IS 0.18 METERS BELOW THE HEIGHT OF HINES ROAD .
MB1818'THE STATION IS 0.30 METERS W FROM A WITNESS POST
|
|
|
|
|
|
|
|
|
|
|
|
2252586.0
|
582376.375
|
0101000020960E00007D1A410B952F41418F3023F8D0C52141
|
true
|
2014-04-14 06:27:00 -0400
|
false
|
41.26055555555555555556
|
-81.46666666666666666667
|
-81.4666666666667
|
41.2605555555554
|
2252586.0879243
|
582376.484643476
|
686589.612778552
|
177508.707536731
|
653
|
653
|
PARK C OF A
|
MB1218
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONCRETE
|
PARK
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1989 UNKNOWN - MARK NOT F UNITED STATES POWER SQUADRONHISTORY - 2013 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
48.68521
|
N
|
81
|
26
|
52.03043
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157499.404
|
688413.294
|
0.99993916
|
+
|
0
|
41
|
28.5
|
|
MT
|
|
|
|
|
367.465
|
1205.59
|
ADJUST
|
|
-0.14
|
DEFLEC90
|
|
|
|
|
980173.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 3-1/2 MILES EAST OF DOWNTOWN AKRON, 0.35 MILE
WEST OF DARROW ROAD, 0.25 MILE
SOUTH OF EASTWOOD AVENUE, IN THE GOODYEAR HEIGHTS METROPOLOTIAN PARK.
IT IS ABOUT 0.2 MILE EAST OF A
HEAVY TIMBER COVERED HILL. THE STATION IS ON THE SOUTHWEST
PART OF THIS HILL. THE MARK IS A CITY OF AKRON
DISK STAMPED PARK SET IN THE TOP
OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF
A 3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
TO REACH FROM THE INTERSECTION OF BRITTAIN ROAD AND EASTWOOD AVENUE,
GO EAST ON EASTWOOD AVENUE
FOR 0.9 MILE TO A SIDE ROAD RIGHT LEADING TO A PARKING LOT. TURN
RIGHT AND GO SOUTH AND WEST FOR 0.05
MILE TO A GATE AT THE WEST SIDE OF THE PARKING LOT. PASS
THROUGH THE GATE AND TURN LEFT AND GO
SOUTH-SOUTHEAST FOR 0.3 MILE TO THE STATION.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.9 MILE EAST ALONG EASTWOOD AVENUE FROM THE
INTERSECTION OF BRITTAIN ROAD, THENCE 0.35 MILE SOUTHEAST
CROSS-COUNTRY TO THE HIGHEST POINT ON HILL, ON THE GROUNDS OF
THE GOODYEAR HEIGHTS METROPOLITAN PARK, ON THE SOUTHWEST PART
OF THE HILL, AND SET IN THE TOP OF A CONCRETE POST 4 INCHES
BELOW THE LEVEL OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 9
INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MARK NOT FOUND
|
2018-09-18 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1218 ***********************************************************************
MB1218 DESIGNATION - PARK C OF A
MB1218 PID - MB1218
MB1218 STATE/COUNTY- OH/SUMMIT
MB1218
MB1218 HORZ DATUM - NAD 83(1986)
MB1218 VERT DATUM - NAVD 88
MB1218
MB1218 POSITION - 41 04 48.68521(N) 081 26 52.03043(W) ADJUSTED
MB1218 83 minus 27 - +00.20387 -00.58263 ADJUSTED
MB1218
MB1218 HEIGHT - 367.465 (meters) 1205.59 (feet) ADJUST
MB1218 88 minus 29 -0.20 SCALED
MB1218 ***********************************************************************
MB1218
MB1218 LAPLACE CORR- -0.14 DEFLEC90
MB1218 GEOID HEIGHT- -33.62 GEOID90
MB1218 MODELED GRAV- 980,173.0 NAVD88
MB1218
MB1218
MB1218 HORZ ORDER - FIRST
MB1218 VERT ORDER - FIRST CLASS 2
MB1218
MB1218
MB1218.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1218.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1218.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1218.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1218
MB1218; North East Scale Converg.
MB1218;SPC OH N - 157,499.404 688,413.294 0.99993916 +0 41 28.5 MT
MB1218;UTM 17 - 4,547,755.598 462,386.119 0.99961741 -0 17 39.3 MT
MB1218
MB1218: Primary Azimuth Mark Grid Az
MB1218:SPC OH N - AKRON RADIO STA KQG 810 MAST 049 58 31.6
MB1218:UTM 17 - AKRON RADIO STA KQG 810 MAST 050 57 39.4
MB1218
MB1218|---------------------------------------------------------------------|
MB1218| Pid Reference Object Distance Geod. AZ |
MB1218| dddmmss.ss|
MB1218| MB2702 AKRON RADIO STA KQG 810 MAST APPROX. 0.6 KM 0504000.1 |
MB1218| MB2878 AKRON OHIO EDISON ELEC CO TWR APPROX. 4.7 KM 2890626.4 |
MB1218|---------------------------------------------------------------------|
MB1218
MB1218_STATION MARK IS A SURVEY DISK
MB1218_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1218_THE MARK IS STAMPED: PARK
MB1218
MB1218 HISTORY - Year Condition Recov. By
MB1218 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1218 HISTORY - 1963 CITY OF AKRON OHIO
MB1218 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1218 HISTORY - 1989 UNKNOWN - MARK NOT F UNITED STATES POWER SQUADRON
MB1218
MB1218 STATION DESCRIPTION
MB1218
MB1218'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1218'THE STATION IS ABOUT 3-1/2 MILES EAST OF DOWNTOWN AKRON, 0.35 MILE
MB1218'WEST OF DARROW ROAD, 0.25 MILE
MB1218'SOUTH OF EASTWOOD AVENUE, IN THE GOODYEAR HEIGHTS METROPOLOTIAN PARK.
MB1218'IT IS ABOUT 0.2 MILE EAST OF A
MB1218'HEAVY TIMBER COVERED HILL. THE STATION IS ON THE SOUTHWEST
MB1218'PART OF THIS HILL. THE MARK IS A CITY OF AKRON
MB1218'DISK STAMPED PARK SET IN THE TOP
MB1218'OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF
MB1218'A 3 FOOT SQUARE OF CONCRETE AND
MB1218'COVERED WITH A 9 INCH IRON COVER.
MB1218'
MB1218'TO REACH FROM THE INTERSECTION OF BRITTAIN ROAD AND EASTWOOD AVENUE,
MB1218'GO EAST ON EASTWOOD AVENUE
MB1218'FOR 0.9 MILE TO A SIDE ROAD RIGHT LEADING TO A PARKING LOT. TURN
MB1218'RIGHT AND GO SOUTH AND WEST FOR 0.05
MB1218'MILE TO A GATE AT THE WEST SIDE OF THE PARKING LOT. PASS
MB1218'THROUGH THE GATE AND TURN LEFT AND GO
MB1218'SOUTH-SOUTHEAST FOR 0.3 MILE TO THE STATION.
MB1218'
MB1218
MB1218 STATION RECOVERY (1964)
MB1218
MB1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1218'AT AKRON, ABOUT 0.9 MILE EAST ALONG EASTWOOD AVENUE FROM THE
MB1218'INTERSECTION OF BRITTAIN ROAD, THENCE 0.35 MILE SOUTHEAST
MB1218'CROSS-COUNTRY TO THE HIGHEST POINT ON HILL, ON THE GROUNDS OF
MB1218'THE GOODYEAR HEIGHTS METROPOLITAN PARK, ON THE SOUTHWEST PART
MB1218'OF THE HILL, AND SET IN THE TOP OF A CONCRETE POST 4 INCHES
MB1218'BELOW THE LEVEL OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 9
MB1218'INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
MB1218
MB1218 STATION RECOVERY (1989)
MB1218
MB1218'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1218'MARK NOT FOUND
|
|
|
|
|
|
|
|
|
|
|
|
2258569.75
|
516728.71875
|
0101000020960E0000975819A4443B414143ED5E2CE5891F41
|
true
|
2014-04-17 07:14:00 -0400
|
false
|
41.08019033611111111111
|
-81.44778623055555555555
|
-81.4477862305555
|
41.080190336111
|
2258569.2820235
|
516729.293330867
|
688413.293987351
|
157499.403606041
|
654
|
654
|
Q 178
|
MB1282
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2018 GOOD SCE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
57.0
|
N
|
81
|
30
|
34.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
306.904
|
1006.9
|
ADJUST
|
|
|
|
|
|
|
|
980175.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ABOUT 0.5 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE UNION STATION, ABOUT 342 FEET NORTHEAST OF
MILE POST 13, AT THE OVERPASS OF MARKET STREET OVER THE TRACKS
(OVERPASS NO. 1294), SET VERTICALLY IN THE NORTHWEST FACE OF THE
CONCRETE BASE OF THE CENTER PIER OF OVERPASS, BETWEEN THE
TRACKS, 5 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN SOUTHWEST
BOUND TRACK, AND ABOUT 3 3/4 FEET ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
|
2018-09-17 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1282 ***********************************************************************
MB1282 DESIGNATION - Q 178
MB1282 PID - MB1282
MB1282 STATE/COUNTY- OH/SUMMIT
MB1282
MB1282 HORZ DATUM - NAD 83(1986)
MB1282 VERT DATUM - NAVD 88
MB1282
MB1282 POSITION - 41 04 57. (N) 081 30 34. (W) SCALED
MB1282 83 minus 27 - +00. -01. SCALED
MB1282
MB1282 HEIGHT - 306.904 (meters) 1006.90 (feet) ADJUST
MB1282 88 minus 29 -0.20 ADJ UNCHK
MB1282 ***********************************************************************
MB1282
MB1282 GEOID HEIGHT- -33.63 GEOID90
MB1282 MODELED GRAV- 980,175.5 NAVD88
MB1282
MB1282
MB1282 VERT ORDER - FIRST CLASS 2
MB1282
MB1282
MB1282.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1282.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1282.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1282
MB1282
MB1282
MB1282
MB1282_STATION MARK IS A BENCH MARK DISK
MB1282_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1282_THE MARK IS STAMPED: Q 178 1954
MB1282
MB1282 HISTORY - Year Condition Recov. By
MB1282 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1282 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1282
MB1282 STATION DESCRIPTION
MB1282
MB1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1282'AT AKRON, ABOUT 0.5 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO
MB1282'RAILROAD FROM THE UNION STATION, ABOUT 342 FEET NORTHEAST OF
MB1282'MILE POST 13, AT THE OVERPASS OF MARKET STREET OVER THE TRACKS
MB1282'(OVERPASS NO. 1294), SET VERTICALLY IN THE NORTHWEST FACE OF THE
MB1282'CONCRETE BASE OF THE CENTER PIER OF OVERPASS, BETWEEN THE
MB1282'TRACKS, 5 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL OF MAIN SOUTHWEST
MB1282'BOUND TRACK, AND ABOUT 3 3/4 FEET ABOVE GROUND.
MB1282
MB1282 STATION RECOVERY (1963)
MB1282
MB1282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1282'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2241562.75
|
517371.8125
|
0101000020960E0000473FF96A0D1A41419BB62BA6EE931F41
|
true
|
2012-05-03 06:35:00 -0400
|
false
|
41.0825
|
-81.50944444444444444444
|
-81.5094444444444
|
41.0824999999998
|
2241562.83573142
|
517371.662276128
|
683229.718790375
|
157695.198052143
|
655
|
655
|
Q 301
|
MB1370
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2015 RECOVERED GOOD CONDITION SUMMIT COUNTY SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
5
|
59.0
|
N
|
81
|
33
|
21.0
|
W
|
SCALED
|
-33.66
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
314.907
|
1033.16
|
ADJUST
|
|
|
|
|
|
|
|
980179.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, AT THE INTERSECTION OF WEST EXCHANGE STREET AND
MULL AVENUE, ACROSS WEST EXCHANGE STREET FROM THE WESTMISTER
PRESBYTERIAN CHURCH, 50 FEET NORTHWEST OF THE CENTER LINE OF
MULL AVENUE, 2.4 FEET NORTHEAST OF THE NORTHEAST CURB OF WEST
EXCHANGE STREET, 12 FEET WEST OF THE NORTHWEST CORNER OF A
LARGE STONE AND CONCRETE PILLAR AT ENTRANCE GATE TO A LARGE
PARKING LOT, 1/2 FOOT ABOVE THE LEVEL OF WEST EXCHANGE STREET, SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
|
2018-06-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1370 ***********************************************************************
MB1370 DESIGNATION - Q 301
MB1370 PID - MB1370
MB1370 STATE/COUNTY- OH/SUMMIT
MB1370
MB1370 HORZ DATUM - NAD 83(1986)
MB1370 VERT DATUM - NAVD 88
MB1370
MB1370 POSITION - 41 05 59. (N) 081 33 21. (W) SCALED
MB1370 83 minus 27 - +00. -01. SCALED
MB1370
MB1370 HEIGHT - 314.907 (meters) 1033.16 (feet) ADJUST
MB1370 88 minus 29 -0.20 ADJ UNCHK
MB1370 ***********************************************************************
MB1370
MB1370 GEOID HEIGHT- -33.66 GEOID90
MB1370 MODELED GRAV- 980,179.1 NAVD88
MB1370
MB1370
MB1370 VERT ORDER - FIRST CLASS 2
MB1370
MB1370
MB1370.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1370.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1370.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1370
MB1370
MB1370
MB1370
MB1370_STATION MARK IS A BENCH MARK DISK
MB1370_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1370_THE MARK IS STAMPED: Q 301 1963
MB1370
MB1370 HISTORY - Year Condition Recov. By
MB1370 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1370
MB1370 STATION DESCRIPTION
MB1370
MB1370'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1370'AT AKRON, AT THE INTERSECTION OF WEST EXCHANGE STREET AND
MB1370'MULL AVENUE, ACROSS WEST EXCHANGE STREET FROM THE WESTMISTER
MB1370'PRESBYTERIAN CHURCH, 50 FEET NORTHWEST OF THE CENTER LINE OF
MB1370'MULL AVENUE, 2.4 FEET NORTHEAST OF THE NORTHEAST CURB OF WEST
MB1370'EXCHANGE STREET, 12 FEET WEST OF THE NORTHWEST CORNER OF A
MB1370'LARGE STONE AND CONCRETE PILLAR AT ENTRANCE GATE TO A LARGE
MB1370'PARKING LOT, 2 FEET SOUTHEAST OF A POWER LINE POLE, 1/2 FOOT
MB1370'ABOVE THE LEVEL OF WEST EXCHANGE STREET, SET IN THE TOP OF A
MB1370'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2228708.0
|
523504.65625
|
0101000020960E0000867264C8F100414141720A51C0F31F41
|
true
|
2012-05-15 07:14:00 -0400
|
false
|
41.09972222222222222222
|
-81.55583333333333333333
|
-81.5558333333333
|
41.0997222222221
|
2228707.56556541
|
523504.079141412
|
679311.424607186
|
159564.362451012
|
656
|
656
|
Q 302
|
MB1198
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
Q 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1966 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
30.0
|
N
|
81
|
27
|
59.0
|
W
|
SCALED
|
-33.67
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
359.568
|
1179.68
|
ADJUST
|
|
|
|
|
|
|
|
980177.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 1.1 MILE NORTH ALONG BRITTAIN ROAD FROM THE
CROSSING OF THE ERIE RAILROAD, AT THE JUNCTION OF BRITTAIN ROAD
AND YORKSHIRE AVENUE, 36 FEET SOUTHWEST OF THE APPROXIMATE CENTER
OF THE JUNCTION, 31 FEET WEST OF THE CENTER LINE OF BRITTAIN
ROAD, 18 FEET SOUTH OF THE CENTER LINE OF YORKSHIRE AVENUE, 2 1/2
FEET WEST OF A STREET MARKER SIGN, 35 FEET NORTHWEST OF A FIRE
HYDRANT, ABOUT 0.35 MILE NORTH OF THE INTERSECTION OF STATE
HIGHWAY 18, 0.75 MILE SOUTH OF THE INTERSECTION OF BRITTAIN ROAD
AND STATE HIGHWAY 532, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
OF THE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
RECOVERED AS DESCRIBED.
|
2016-10-17 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1198 ***********************************************************************
MB1198 DESIGNATION - Q 302
MB1198 PID - MB1198
MB1198 STATE/COUNTY- OH/SUMMIT
MB1198
MB1198 HORZ DATUM - NAD 83(1986)
MB1198 VERT DATUM - NAVD 88
MB1198
MB1198 POSITION - 41 06 30. (N) 081 27 59. (W) SCALED
MB1198 83 minus 27 - +00. -01. SCALED
MB1198
MB1198 HEIGHT - 359.568 (meters) 1179.68 (feet) ADJUST
MB1198 88 minus 29 -0.20 ADJ UNCHK
MB1198 ***********************************************************************
MB1198
MB1198 GEOID HEIGHT- -33.67 GEOID90
MB1198 MODELED GRAV- 980,177.1 NAVD88
MB1198
MB1198
MB1198 VERT ORDER - FIRST CLASS 2
MB1198
MB1198
MB1198.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1198.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1198.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1198
MB1198
MB1198
MB1198
MB1198_STATION MARK IS A BENCH MARK DISK
MB1198_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1198_THE MARK IS STAMPED: Q 302 1964
MB1198
MB1198 HISTORY - Year Condition Recov. By
MB1198 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1198 HISTORY - 1966 GOOD NATIONAL GEODETIC SURVEY
MB1198
MB1198 STATION DESCRIPTION
MB1198
MB1198'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1198'AT AKRON, ABOUT 1.1 MILE NORTH ALONG BRITTAIN ROAD FROM THE
MB1198'CROSSING OF THE ERIE RAILROAD, AT THE JUNCTION OF BRITTAIN ROAD
MB1198'AND YORKSHIRE AVENUE, 36 FEET SOUTHWEST OF THE APPROXIMATE CENTER
MB1198'OF THE JUNCTION, 31 FEET WEST OF THE CENTER LINE OF BRITTAIN
MB1198'ROAD, 18 FEET SOUTH OF THE CENTER LINE OF YORKSHIRE AVENUE, 2 1/2
MB1198'FEET WEST OF A STREET MARKER SIGN, 35 FEET NORTHWEST OF A FIRE
MB1198'HYDRANT, ABOUT 0.35 MILE NORTH OF THE INTERSECTION OF STATE
MB1198'HIGHWAY 18, 0.75 MILE SOUTH OF THE INTERSECTION OF BRITTAIN ROAD
MB1198'AND STATE HIGHWAY 532, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND SET
MB1198'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
MB1198'OF THE GROUND.
MB1198
MB1198 STATION RECOVERY (1966)
MB1198
MB1198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
MB1198'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2253325.75
|
526930.75
|
0101000020960E0000B88AEADB033141419888035B91142041
|
true
|
2012-07-24 10:27:00 -0400
|
false
|
41.10833333333333333333
|
-81.46638888888888888889
|
-81.4663888888889
|
41.1083333333332
|
2253319.71809515
|
526920.677761334
|
686813.223701849
|
160605.743793125
|
657
|
657
|
PERKINS C OF A
|
MB1429
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK
|
PERKINS
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
1.97692
|
N
|
81
|
30
|
14.20285
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157853.973
|
683690.007
|
0.99993918
|
+
|
0
|
39
|
15.7
|
|
MT
|
|
|
|
|
320.03
|
1049.96
|
ADJUST
|
|
-0.14
|
DEFLEC90
|
|
|
|
|
980175.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 3/4 MILE EAST-NORTHEAST OF DOWNTOWN AKRON AND AT
THE WEST EDGE OF THE
INTERSECTION OF PERKINS STREET AND AN EXIT ROAD FROM THE SOUTH BOUND
LANE OF THE AKRON EXPRESSWAY. IT
IS ABOUT 50 FEET EAST-SOUTHEAST OF THE CONCRETE STEPS TO
THE HOUSE AT 363 PERKINS STREET, 29.5 FEET
SOUTHEAST OF THE SOUTH END OF A CHAIN LINK
FENCE AND 17 FEET NORTHWEST OF A TRAFFIC LIGHT. THE MARK IS
A CITY OF AKRON DISK STAMPED
PERKINS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
BELOW THE SURFACE OF A 3 FOOT
SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, AT THE WEST EDGE OF THE INTERSECTION OF PERKINS
STREET AND AN EXIT ROAD FROM THE SOUTH-BOUND LANE OF THE AKRON
EXPRESSWAY, 142 FEET WEST-SOUTHWEST OF THE WEST END OF THE NORTH
CONCRETE BANNISTER OF PERKINS STREET BRIDGE OVER THE EXPRESSWAY,
50 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A RESIDENCE
AT 363 PERKINS STREET, 17 FEET NORTHWEST OF A TRAFFIC LIGHT,
11 FEET NORTH OF THE CENTER LINE OF PERKINS STREET, AND IS A
DISK SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL
OF THE STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON
COVER MARKED AKRON SURVEY 1963.
|
2018-09-17 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1429 ***********************************************************************
MB1429 DESIGNATION - PERKINS C OF A
MB1429 PID - MB1429
MB1429 STATE/COUNTY- OH/SUMMIT
MB1429
MB1429 HORZ DATUM - NAD 83(1986)
MB1429 VERT DATUM - NAVD 88
MB1429
MB1429 POSITION - 41 05 01.97692(N) 081 30 14.20285(W) ADJUSTED
MB1429 83 minus 27 - +00.19992 -00.57345 ADJUSTED
MB1429
MB1429 HEIGHT - 320.030 (meters) 1049.96 (feet) ADJUST
MB1429 88 minus 29 -0.20 ADJ UNCHK
MB1429 ***********************************************************************
MB1429
MB1429 LAPLACE CORR- -0.14 DEFLEC90
MB1429 GEOID HEIGHT- -33.63 GEOID90
MB1429 MODELED GRAV- 980,175.3 NAVD88
MB1429
MB1429
MB1429 HORZ ORDER - FIRST
MB1429 VERT ORDER - FIRST CLASS 2
MB1429
MB1429
MB1429.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1429.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1429.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1429.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1429
MB1429; North East Scale Converg.
MB1429;SPC OH N - 157,853.973 683,690.007 0.99993918 +0 39 15.7 MT
MB1429;UTM 17 - 4,548,191.214 457,671.136 0.99962205 -0 19 52.2 MT
MB1429
MB1429: Primary Azimuth Mark Grid Az
MB1429:SPC OH N - AKRON SACKS ELECTRIC CO TANK 177 35 46.7
MB1429:UTM 17 - AKRON SACKS ELECTRIC CO TANK 178 34 54.6
MB1429
MB1429|---------------------------------------------------------------------|
MB1429| Pid Reference Object Distance Geod. AZ |
MB1429| dddmmss.ss|
MB1429| MB2890 AKRON SACKS ELECTRIC CO TANK APPROX. 2.0 KM 1781502.4 |
MB1429|---------------------------------------------------------------------|
MB1429
MB1429_STATION MARK IS A SURVEY DISK
MB1429_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1429_THE MARK IS STAMPED: PERKINS
MB1429
MB1429 HISTORY - Year Condition Recov. By
MB1429 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1429 HISTORY - 1963 CITY OF AKRON OHIO
MB1429 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1429
MB1429 STATION DESCRIPTION
MB1429
MB1429'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1429'THE STATION IS ABOUT 3/4 MILE EAST-NORTHEAST OF DOWNTOWN AKRON AND AT
MB1429'THE WEST EDGE OF THE
MB1429'INTERSECTION OF PERKINS STREET AND AN EXIT ROAD FROM THE SOUTH BOUND
MB1429'LANE OF THE AKRON EXPRESSWAY. IT
MB1429'IS ABOUT 50 FEET EAST-SOUTHEAST OF THE CONCRETE STEPS TO
MB1429'THE HOUSE AT 363 PERKINS STREET, 29.5 FEET
MB1429'SOUTHEAST OF THE SOUTH END OF A CHAIN LINK
MB1429'FENCE AND 17 FEET NORTHWEST OF A TRAFFIC LIGHT. THE MARK IS
MB1429'A CITY OF AKRON DISK STAMPED
MB1429'PERKINS SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
MB1429'BELOW THE SURFACE OF A 3 FOOT
MB1429'SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1429'
MB1429
MB1429 STATION RECOVERY (1964)
MB1429
MB1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1429'AT AKRON, AT THE WEST EDGE OF THE INTERSECTION OF PERKINS
MB1429'STREET AND AN EXIT ROAD FROM THE SOUTH-BOUND LANE OF THE AKRON
MB1429'EXPRESSWAY, 142 FEET WEST-SOUTHWEST OF THE WEST END OF THE NORTH
MB1429'CONCRETE BANNISTER OF PERKINS STREET BRIDGE OVER THE EXPRESSWAY,
MB1429'50 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A RESIDENCE
MB1429'AT 363 PERKINS STREET, 17 FEET NORTHWEST OF A TRAFFIC LIGHT,
MB1429'11 FEET NORTH OF THE CENTER LINE OF PERKINS STREET, AND IS A
MB1429'DISK SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL
MB1429'OF THE STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON
MB1429'COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2243073.25
|
517892.1875
|
0101000020960E00002D39727B001D41418D85354E129C1F41
|
true
|
2012-06-04 10:24:00 -0400
|
false
|
41.08388247777777777777
|
-81.50394523611111111111
|
-81.5039452361111
|
41.0838824777776
|
2243072.96442332
|
517892.576376044
|
683690.006936241
|
157853.972987346
|
658
|
658
|
POOL C OF A
|
MB1393
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
58.88135
|
N
|
81
|
31
|
18.62729
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
159592.171
|
682166.763
|
0.9999393
|
+
|
0
|
38
|
33.4
|
|
MT
|
|
|
|
|
279.195
|
915.99
|
ADJUST
|
|
-0.08
|
DEFLEC90
|
|
|
|
|
980178.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED NEAR THE CENTER OF CUYAHOGA STREET, IN FRONT
OF BUILDING AT 336 CUYAHOGA
STREET, ABOUT 1-1/4 MILES NORTH OF DOWNTOWN AKRON. IT IS A CITY OF
AKRON DISK STAMPED POOL SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 5 INCHES
UNDER A 9 INCH IRON MANHOLE COVER THAT IS FLUSH
WITH THE TOP OF THE STREET (BRICK). IT
IS 29.7 FEET SOUTHEAST OF A POWER POLE, 11.9 FEET WEST OF THE EAST
CURB OF CUYAHOGA STREET, 18.4
FEET EAST OF THE WEST CURB OF CUYAHOGA STREET, 33.8 FEET NORTHEAST OF
A 10 INCH ELM TREE, AND 20.2 FEET
NORTHWEST OF A POWER POLE.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.1 MILE SOUTH ALONG CUYAHOGA STREET FROM
THE INTERSECTION OF WEST TALLMADGE AVENUE LEADING EAST AND
TALLMADGE PARKWAY LEADING WEST, DIRECTLY IN FRONT OF BUILDING
AT 336 CUYAHOGA STREET, 30 FEET NORTHWEST OF POWER POLE 1973,
18.4 FEET EAST OF THE WEST CURB OF THE STREET, 11.9 FEET WEST OF
THE EAST CURB OF THE STREET, 34 1/2 FEET NORTHEAST OF A 18-INCH
ELM TREE, AND SET IN THE TOP OF A CONCRETE POST ABOUT 5 INCHES
BELOW THE SURFACE OF THE STREET ACCESS TO WHICH IS HAD THROUGH A
9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE SCE 2013
MON BOX FOUND EMPTY
|
2013-09-24 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1393 ***********************************************************************
MB1393 DESIGNATION - POOL C OF A
MB1393 PID - MB1393
MB1393 STATE/COUNTY- OH/SUMMIT
MB1393
MB1393 HORZ DATUM - NAD 83(1986)
MB1393 VERT DATUM - NAVD 88
MB1393
MB1393 POSITION - 41 05 58.88135(N) 081 31 18.62729(W) ADJUSTED
MB1393 83 minus 27 - +00.19801 -00.56900 ADJUSTED
MB1393
MB1393 HEIGHT - 279.195 (meters) 915.99 (feet) ADJUST
MB1393 88 minus 29 -0.20 ADJ UNCHK
MB1393 ***********************************************************************
MB1393
MB1393 LAPLACE CORR- -0.08 DEFLEC90
MB1393 GEOID HEIGHT- -33.66 GEOID90
MB1393 MODELED GRAV- 980,178.0 NAVD88
MB1393
MB1393
MB1393 HORZ ORDER - FIRST
MB1393 VERT ORDER - FIRST CLASS 2
MB1393
MB1393
MB1393.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1393.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1393.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1393.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1393
MB1393; North East Scale Converg.
MB1393;SPC OH N - 159,592.171 682,166.763 0.99993930 +0 38 33.4 MT
MB1393;UTM 17 - 4,549,954.799 456,178.489 0.99962363 -0 20 35.0 MT
MB1393
MB1393: Primary Azimuth Mark Grid Az
MB1393:SPC OH N - AKRON EDISON BLDG MAST 160 27 11.9
MB1393:UTM 17 - AKRON EDISON BLDG MAST 161 26 20.3
MB1393
MB1393|---------------------------------------------------------------------|
MB1393| Pid Reference Object Distance Geod. AZ |
MB1393| dddmmss.ss|
MB1393| MB2881 AKRON EDISON BLDG MAST APPROX. 1.6 KM 1610545.3 |
MB1393|---------------------------------------------------------------------|
MB1393
MB1393_STATION MARK IS A SURVEY DISK
MB1393_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1393_THE MARK IS STAMPED: POOL
MB1393
MB1393 HISTORY - Year Condition Recov. By
MB1393 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1393 HISTORY - 1963 CITY OF AKRON OHIO
MB1393 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1393
MB1393 STATION DESCRIPTION
MB1393
MB1393'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1393'THE STATION IS LOCATED NEAR THE CENTER OF CUYAHOGA STREET, IN FRONT
MB1393'OF BUILDING AT 336 CUYAHOGA
MB1393'STREET, ABOUT 1-1/4 MILES NORTH OF DOWNTOWN AKRON. IT IS A CITY OF
MB1393'AKRON DISK STAMPED POOL SET IN THE
MB1393'TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 5 INCHES
MB1393'UNDER A 9 INCH IRON MANHOLE COVER THAT IS FLUSH
MB1393'WITH THE TOP OF THE STREET (BRICK). IT
MB1393'IS 29.7 FEET SOUTHEAST OF A POWER POLE, 11.9 FEET WEST OF THE EAST
MB1393'CURB OF CUYAHOGA STREET, 18.4
MB1393'FEET EAST OF THE WEST CURB OF CUYAHOGA STREET, 33.8 FEET NORTHEAST OF
MB1393'A 10 INCH ELM TREE, AND 20.2 FEET
MB1393'NORTHWEST OF A POWER POLE.
MB1393'
MB1393
MB1393 STATION RECOVERY (1964)
MB1393
MB1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1393'AT AKRON, ABOUT 0.1 MILE SOUTH ALONG CUYAHOGA STREET FROM
MB1393'THE INTERSECTION OF WEST TALLMADGE AVENUE LEADING EAST AND
MB1393'TALLMADGE PARKWAY LEADING WEST, DIRECTLY IN FRONT OF BUILDING
MB1393'AT 336 CUYAHOGA STREET, 30 FEET NORTHWEST OF POWER POLE 1973,
MB1393'18.4 FEET EAST OF THE WEST CURB OF THE STREET, 11.9 FEET WEST OF
MB1393'THE EAST CURB OF THE STREET, 34 1/2 FEET NORTHEAST OF A 18-INCH
MB1393'ELM TREE, AND SET IN THE TOP OF A CONCRETE POST ABOUT 5 INCHES
MB1393'BELOW THE SURFACE OF THE STREET ACCESS TO WHICH IS HAD THROUGH A
MB1393'9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2238075.0
|
523595.375
|
0101000020960E0000973909BA3D134141F10975422DF51F41
|
true
|
2013-09-25 02:52:00 -0400
|
false
|
41.09968926388888888889
|
-81.52184091388888888889
|
-81.5218409138889
|
41.0996892638887
|
2238075.45340652
|
523595.314899593
|
682166.762531833
|
159592.17116572
|
661
|
661
|
R 301
|
MB1374
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
33.0
|
N
|
81
|
31
|
59.0
|
W
|
SCALED
|
-33.65
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
305.527
|
1002.38
|
ADJUST
|
|
|
|
|
|
|
|
980177.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, AT THE INTERSECTION OF WEST MARKET AND NORTH BALCH
STREET, SET VERTICALLY IN THE SOUTHEAST FACE AND NEAR THE SOUTH
CORNER OF THE WEST CONGREGATIONAL CHURCH, 44.5 FEET NORTHEAST
OF THE NORTHEAST CURB OF WEST MARKET STREET, 15.8 FEET NORTHWEST
OF THE NORTHWEST CURB OF NORTH BALCH STREET, 1.4 FEET NORTHEAST
OF THE SOUTH CORNER OF BUILDING AND 2 1/2 FEET ABOVE THE GROUND.
RECOVERY NOTE SCE 2013
THE BUILDING HAS BEEN REPLACED
|
2013-09-24 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1374 ***********************************************************************
MB1374 DESIGNATION - R 301
MB1374 PID - MB1374
MB1374 STATE/COUNTY- OH/SUMMIT
MB1374
MB1374 HORZ DATUM - NAD 83(1986)
MB1374 VERT DATUM - NAVD 88
MB1374
MB1374 POSITION - 41 05 33. (N) 081 31 59. (W) SCALED
MB1374 83 minus 27 - +00. -01. SCALED
MB1374
MB1374 HEIGHT - 305.527 (meters) 1002.38 (feet) ADJUST
MB1374 88 minus 29 -0.20 ADJ UNCHK
MB1374 ***********************************************************************
MB1374
MB1374 GEOID HEIGHT- -33.65 GEOID90
MB1374 MODELED GRAV- 980,177.7 NAVD88
MB1374
MB1374
MB1374 VERT ORDER - FIRST CLASS 2
MB1374
MB1374
MB1374.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1374.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1374.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1374
MB1374
MB1374
MB1374
MB1374_STATION MARK IS A BENCH MARK DISK
MB1374_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1374_THE MARK IS STAMPED: R 301
MB1374
MB1374 HISTORY - Year Condition Recov. By
MB1374 HISTORY - UNK STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1374 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1374
MB1374 STATION DESCRIPTION
MB1374
MB1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1374'AT AKRON, AT THE INTERSECTION OF WEST MARKET AND NORTH BALCH
MB1374'STREET, SET VERTICALLY IN THE SOUTHEAST FACE AND NEAR THE SOUTH
MB1374'CORNER OF THE WEST CONGREGATIONAL CHURCH, 44.5 FEET NORTHEAST
MB1374'OF THE NORTHEAST CURB OF WEST MARKET STREET, 15.8 FEET NORTHWEST
MB1374'OF THE NORTHWEST CURB OF NORTH BALCH STREET, 1.4 FEET NORTHEAST
MB1374'OF THE SOUTH CORNER OF BUILDING AND 2 1/2 FEET ABOVE THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2235013.25
|
520941.28125
|
0101000020960E00000A5650F6420D4141752DB8E3B6CB1F41
|
true
|
2013-09-25 02:54:00 -0400
|
false
|
41.0925
|
-81.53305555555555555556
|
-81.5330555555555
|
41.0924999999999
|
2235013.92432666
|
520941.722382269
|
681233.60660198
|
158783.354548809
|
662
|
662
|
R 302
|
MB1438
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONC
|
R 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
7
|
17.0
|
N
|
81
|
32
|
32.0
|
W
|
SCALED
|
-33.7
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
307.446
|
1008.68
|
ADJUST
|
|
|
|
|
|
|
|
980181.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ALONG NORTH PORTAGE PATH, 0.5 MILE NORTH OF THE JUNCTION
OF GARMAN ROAD AND NORTH PORTAGE PATH, NEAR THE CROSSING OF
THE AKRON, CANTON AND YOUNGSTOWN RAILROAD, 67 FEET SOUTHWEST
OF THE CENTER OF THE CROSSING, 62 FEET WEST OF THE CENTER LINE
OF NORTH PORTAGE PATH, 35 FEET SOUTH OF THE SOUTH RAIL, 3 FEET
EAST OF A LARGE POWER LINE POLE, ABOUT LEVEL WITH THE TOP OF
RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
ABOVE THE LEVEL OF THE GROUND.
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1438 ***********************************************************************
MB1438 DESIGNATION - R 302
MB1438 PID - MB1438
MB1438 STATE/COUNTY- OH/SUMMIT
MB1438
MB1438 HORZ DATUM - NAD 83(1986)
MB1438 VERT DATUM - NAVD 88
MB1438
MB1438 POSITION - 41 07 17. (N) 081 32 32. (W) SCALED
MB1438 83 minus 27 - +00. -01. SCALED
MB1438
MB1438 HEIGHT - 307.446 (meters) 1008.68 (feet) ADJUST
MB1438 88 minus 29 -0.20 ADJ UNCHK
MB1438 ***********************************************************************
MB1438
MB1438 GEOID HEIGHT- -33.70 GEOID90
MB1438 MODELED GRAV- 980,181.7 NAVD88
MB1438
MB1438
MB1438 VERT ORDER - FIRST CLASS 2
MB1438
MB1438
MB1438.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1438.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1438.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1438
MB1438
MB1438
MB1438
MB1438_STATION MARK IS A BENCH MARK DISK
MB1438_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1438_THE MARK IS STAMPED: R 302 1964
MB1438
MB1438 HISTORY - Year Condition Recov. By
MB1438 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1438
MB1438 STATION DESCRIPTION
MB1438
MB1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1438'AT AKRON, ALONG NORTH PORTAGE PATH, 0.5 MILE NORTH OF THE JUNCTION
MB1438'OF GARMAN ROAD AND NORTH PORTAGE PATH, NEAR THE CROSSING OF
MB1438'THE AKRON, CANTON AND YOUNGSTOWN RAILROAD, 67 FEET SOUTHWEST
MB1438'OF THE CENTER OF THE CROSSING, 62 FEET WEST OF THE CENTER LINE
MB1438'OF NORTH PORTAGE PATH, 35 FEET SOUTH OF THE SOUTH RAIL, 3 FEET
MB1438'EAST OF A LARGE POWER LINE POLE, ABOUT LEVEL WITH THE TOP OF
MB1438'RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
MB1438'ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2232372.25
|
531437.875
|
0101000020960E00002541D5F0190841412C8A6BD4DC372041
|
true
|
2012-05-22 10:13:00 -0400
|
false
|
41.12138888888888888889
|
-81.54222222222222222222
|
-81.5422222222222
|
41.1213888888887
|
2232371.88150801
|
531438.414882963
|
680428.310340262
|
161982.752821814
|
663
|
663
|
R 303
|
MB1203
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
R 303 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1980 GOOD LOCAL SURVEYORHISTORY - 2013 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
22.0
|
N
|
81
|
27
|
8.0
|
W
|
SCALED
|
-33.62
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
326.682
|
1071.79
|
ADJUST
|
|
|
|
|
|
|
|
980172.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.5 MILE WEST ALONG NEWTON STREET FROM ITS
INTERSECTION WITH DARROW ROAD (STATE HIGHWAY 91), AT THE SOUTHWEST
CORNER OF THE GOODYEAR HEIGHTS METROPOLITAN PARK, ON THE PARK
PROPERTY, NEAR THE INTERSECTION OF NEWTON STREET AND EAST PARK
BLVD, 189 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
INTERSECTION OF NEWTOWN STREET AND EAST PARK BLVD, 44 FEET
NORTH OF THE CENTER LINE OF NEWTON STREET, 43.5 FEET EAST-SOUTHEAST
OF THE SOUTHEAST PORCH CORNER OF A RESIDENCE AT 1963 NEWTON
STREET, 40 FEET NORTHEAST OF POWER LINE POLE NO. 61792, 3 1/2
FEET EAST OF A TELEPHONE CABLE POLE, 1 FOOT ABOVE THE LEVEL OF
THE STREET, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
GROUND.
RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
RECOVERED AS DESCRIBED.
|
2018-09-18 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1203 ***********************************************************************
MB1203 DESIGNATION - R 303
MB1203 PID - MB1203
MB1203 STATE/COUNTY- OH/SUMMIT
MB1203
MB1203 HORZ DATUM - NAD 83(1986)
MB1203 VERT DATUM - NAVD 88
MB1203
MB1203 POSITION - 41 04 22. (N) 081 27 08. (W) SCALED
MB1203 83 minus 27 - +00. -01. SCALED
MB1203
MB1203 HEIGHT - 326.682 (meters) 1071.79 (feet) ADJUST
MB1203 88 minus 29 -0.19 ADJ UNCHK
MB1203 ***********************************************************************
MB1203
MB1203 GEOID HEIGHT- -33.62 GEOID90
MB1203 MODELED GRAV- 980,172.6 NAVD88
MB1203
MB1203
MB1203 VERT ORDER - FIRST CLASS 2
MB1203
MB1203
MB1203.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1203.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1203.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1203
MB1203
MB1203
MB1203
MB1203_STATION MARK IS A BENCH MARK DISK
MB1203_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1203_THE MARK IS STAMPED: R 303 1964
MB1203
MB1203 HISTORY - Year Condition Recov. By
MB1203 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1203 HISTORY - 1980 GOOD LOCAL SURVEYOR
MB1203
MB1203 STATION DESCRIPTION
MB1203
MB1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1203'AT AKRON, ABOUT 0.5 MILE WEST ALONG NEWTON STREET FROM ITS
MB1203'INTERSECTION WITH DARROW ROAD (STATE HIGHWAY 91), AT THE SOUTHWEST
MB1203'CORNER OF THE GOODYEAR HEIGHTS METROPOLITAN PARK, ON THE PARK
MB1203'PROPERTY, NEAR THE INTERSECTION OF NEWTON STREET AND EAST PARK
MB1203'BLVD, 189 FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE
MB1203'INTERSECTION OF NEWTOWN STREET AND EAST PARK BLVD, 44 FEET
MB1203'NORTH OF THE CENTER LINE OF NEWTON STREET, 43.5 FEET EAST-SOUTHEAST
MB1203'OF THE SOUTHEAST PORCH CORNER OF A RESIDENCE AT 1963 NEWTON
MB1203'STREET, 40 FEET NORTHEAST OF POWER LINE POLE NO. 61792, 3 1/2
MB1203'FEET EAST OF A TELEPHONE CABLE POLE, 1 FOOT ABOVE THE LEVEL OF
MB1203'THE STREET, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
MB1203'GROUND.
MB1203
MB1203 STATION RECOVERY (1980)
MB1203
MB1203'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
MB1203'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2257378.25
|
514013.78125
|
0101000020960E0000ECCB2972F138414189F43B88785F1F41
|
true
|
2013-03-27 09:41:00 -0400
|
false
|
41.07277777777777777778
|
-81.45222222222222222222
|
-81.4522222222222
|
41.0727777777776
|
2257378.89190053
|
514014.133041211
|
688050.462352206
|
156671.821094586
|
664
|
664
|
R 337
|
MB1820
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK
|
R 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2002 GOOD COSE HISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
13
|
3.0
|
N
|
81
|
27
|
7.0
|
W
|
SCALED
|
-33.85
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
322.325
|
1057.49
|
ADJUST
|
|
|
|
|
|
|
|
980182.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
2.5 KM (1.55 MI) SOUTH ALONG STATE HIGHWAY 91 FROM THE INTERSECTION OF
STATE HIGHWAY 303 IN HUDSON, THENCE 1.0 KM (0.65 MI) WEST ALONG TEREX
ROAD TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF THE WEST
ABUTMENT OF THE BRIDGE OVER THE CONRAIL RAILROAD, 7.01 METERS
(23.0 FT) SOUTH OF THE CENTERLINE OF TEREX ROAD.
THE STATION IS 0.24 METERS ABOVE THE HEIGHT OF TEREX ROAD .
4.5 MILES EAST TO ENTRANCE TO GRACE CHURCH ON THE NORTH SIDE OF THE ROAD.
|
2017-10-06 00:00:00 -0400
|
SCE
|
Good
|
GOOD
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1820 ***********************************************************************
MB1820 DESIGNATION - R 337
MB1820 PID - MB1820
MB1820 STATE/COUNTY- OH/SUMMIT
MB1820
MB1820 HORZ DATUM - NAD 83(1986)
MB1820 VERT DATUM - NAVD 88
MB1820
MB1820 POSITION - 41 13 03. (N) 081 27 07. (W) SCALED
MB1820 83 minus 27 - +00. -01. SCALED
MB1820
MB1820 HEIGHT - 322.325 (meters) 1057.49 (feet) ADJUST
MB1820 88 minus 29 -0.207 ADJUSTED
MB1820 ***********************************************************************
MB1820
MB1820 GEOID HEIGHT- -33.85 GEOID90
MB1820 MODELED GRAV- 980,182.3 NAVD88
MB1820
MB1820
MB1820 VERT ORDER - FIRST CLASS 2
MB1820
MB1820
MB1820.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1820.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1820.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1820
MB1820
MB1820
MB1820
MB1820_STATION MARK IS A BENCH MARK DISK
MB1820_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
MB1820_THE MONUMENT IS 0.24 METERS ABOVE THE HEIGHT OF TEREX ROAD
MB1820_THE MARK IS STAMPED: R 337 1983
MB1820
MB1820 HISTORY - Year Condition Recov. By
MB1820 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1820
MB1820 STATION DESCRIPTION
MB1820
MB1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1820'2.5 KM (1.55 MI) SOUTH ALONG STATE HIGHWAY 91 FROM THE INTERSECTION OF
MB1820'STATE HIGHWAY 303 IN HUDSON, THENCE 1.0 KM (0.65 MI) WEST ALONG TEREX
MB1820'ROAD TO THE MARK ON THE LEFT, IN TOP OF THE SOUTH END OF THE WEST
MB1820'ABUTMENT OF THE BRIDGE OVER THE CONRAIL RAILROAD, 7.01 METERS
MB1820'(23.0 FT) SOUTH OF THE CENTERLINE OF TEREX ROAD.
MB1820'THE STATION IS 0.24 METERS ABOVE THE HEIGHT OF TEREX ROAD .
MB1820'THE STATION IS 0.85 METERS E FROM A WITNESS POST
|
|
|
|
|
|
|
|
|
|
|
|
2256722.0
|
566820.0
|
0101000020960E00002AA77FEEDA374141EE4112C3A54B2141
|
true
|
2013-08-19 09:03:00 -0400
|
false
|
41.2175
|
-81.45194444444444444444
|
-81.4519444444444
|
41.2174999999999
|
2256821.86327066
|
566738.880998669
|
687880.679686257
|
172742.356413092
|
673
|
673
|
U 303
|
MB1184
|
OH
|
Summit
|
|
USGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
U 303 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY HISTORY - 2004 UNABLE TO LOCATE SCE HISTORY - 2013 GOOD SCE - 2018 GOOD
|
NAD 83(1986)
|
|
false
|
41
|
0
|
6.0
|
N
|
81
|
27
|
29.0
|
W
|
SCALED
|
-33.52
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP. THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
319.675
|
1048.8
|
ADJUST
|
|
|
|
|
|
|
|
980165.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 2.55 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
FROM THE CROSSING OF STATE HIGHWAY 619 AT MYERSVILLE, ABOUT 0.25
MILE SOUTHEAST OF STATE HIGHWAY 241 OVERPASS, BETWEEN THE THIRD
AND FOURTH POLE NORTHWEST OF MILEPOLE 32+10, SET IN THE TOP OF
THE NORTHEAST WING WALL OF A DOUBLE PIPE CULVERT WITH 26 FOOT
HEAD WALLS UNDER THE RAILROAD, 22.7 FEET NORTHEAST OF THE
NORTHEAST RAIL AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2018-01-09 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1184 ***********************************************************************
MB1184 DESIGNATION - U 303
MB1184 PID - MB1184
MB1184 STATE/COUNTY- OH/SUMMIT
MB1184
MB1184 HORZ DATUM - NAD 83(1986)
MB1184 VERT DATUM - NAVD 88
MB1184
MB1184 POSITION - 41 00 06. (N) 081 27 29. (W) SCALED
MB1184 83 minus 27 - +00. -01. SCALED
MB1184
MB1184 HEIGHT - 319.675 (meters) 1048.80 (feet) ADJUST
MB1184 88 minus 29 -0.19 ADJ UNCHK
MB1184 ***********************************************************************
MB1184
MB1184 GEOID HEIGHT- -33.52 GEOID90
MB1184 MODELED GRAV- 980,165.6 NAVD88
MB1184
MB1184
MB1184 VERT ORDER - FIRST CLASS 2
MB1184
MB1184
MB1184.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1184.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1184.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1184
MB1184
MB1184
MB1184
MB1184_STATION MARK IS A BENCH MARK DISK
MB1184_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1184_THE MARK IS STAMPED: U 303 1964
MB1184
MB1184 HISTORY - Year Condition Recov. By
MB1184 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1184 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1184
MB1184 STATION DESCRIPTION
MB1184
MB1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1184'ABOUT 2.55 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
MB1184'FROM THE CROSSING OF STATE HIGHWAY 619 AT MYERSVILLE, ABOUT 0.25
MB1184'MILE SOUTHEAST OF STATE HIGHWAY 241 OVERPASS, BETWEEN THE THIRD
MB1184'AND FOURTH POLE NORTHWEST OF MILEPOLE 32+10, SET IN THE TOP OF
MB1184'THE NORTHEAST WING WALL OF A DOUBLE PIPE CULVERT WITH 26 FOOT
MB1184'HEAD WALLS UNDER THE RAILROAD, 22.7 FEET NORTHEAST OF THE
MB1184'NORTHEAST RAIL AND ABOUT 6 FEET BELOW THE LEVEL OF THE TRACK.
MB1184
MB1184 STATION RECOVERY (1983)
MB1184
MB1184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1184'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2255926.0
|
488139.0
|
0101000020960E0000000000001B364141000000002CCB1D41
|
true
|
2013-09-04 10:46:00 -0400
|
false
|
41.00166666666666666667
|
-81.45805555555555555556
|
-81.4586119958983
|
41.0018094180479
|
2255926.0
|
488139.0
|
687607.62001524
|
148785.064770111
|
675
|
675
|
Y 301
|
MB1088
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK
|
Y 301 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD SCE-2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
10
|
10.0
|
N
|
81
|
28
|
11.0
|
W
|
SCALED
|
-33.77
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
303.474
|
995.65
|
ADJUST
|
|
|
|
|
|
|
|
980182.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 2.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
STATION AT CUYAHOGA FALLS, ABOUT 0.4 MILE NORTH OF THE CROSSING
OF GRAHAM ROAD, AT THE WEST SIDE OF THE SILVER LAKE COUNTRY
CLUB GOLF COURSE, SET ON THE TOP OF THE SOUTH END OF THE WEST
CONCRETE HEAD WALL OF A 10-FOOT BOX CULVERT WITH WING WALLS
UNDER THE TRACK, 12 FEET WEST OF THE WEST RAIL OF THE MAIN
TRACK, 1.4 FEET NORTH OF THE SOUTH END OF THE HEAD WALL AND 1 FOOT
BELOW THE TOP OF RAIL. NOTE-- BENCH MARK DUNN WAS LOCATED IN THE
SAME BRIDGE AS THIS MARK BUT THE BRIDGE WAS RAISED AND THE MARK
IS NOW COVERED WITH A LAYER OF CONCRETE.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
FOLLOW DIRT ROAD NORTH OF GRAHAM RD JUST EAST OF RR TRACKS TO THE GOLF COURSE MAINTENANCE BUILDINGS. CULVERT IS JUST WEST OF BUILDINGS.
|
2017-09-19 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1088 ***********************************************************************
MB1088 DESIGNATION - Y 301
MB1088 PID - MB1088
MB1088 STATE/COUNTY- OH/SUMMIT
MB1088
MB1088 HORZ DATUM - NAD 83(1986)
MB1088 VERT DATUM - NAVD 88
MB1088
MB1088 POSITION - 41 10 10. (N) 081 28 11. (W) SCALED
MB1088 83 minus 27 - +00. -01. SCALED
MB1088
MB1088 HEIGHT - 303.474 (meters) 995.65 (feet) ADJUST
MB1088 88 minus 29 -0.206 ADJUSTED
MB1088 ***********************************************************************
MB1088
MB1088 GEOID HEIGHT- -33.77 GEOID90
MB1088 MODELED GRAV- 980,182.0 NAVD88
MB1088
MB1088
MB1088 VERT ORDER - FIRST CLASS 2
MB1088
MB1088
MB1088.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1088.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1088.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1088
MB1088
MB1088
MB1088
MB1088_STATION MARK IS A BENCH MARK DISK
MB1088_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1088_THE MARK IS STAMPED: Y 301 1964
MB1088
MB1088 HISTORY - Year Condition Recov. By
MB1088 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1088 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1088
MB1088 STATION DESCRIPTION
MB1088
MB1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1088'ABOUT 2.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
MB1088'STATION AT CUYAHOGA FALLS, ABOUT 0.4 MILE NORTH OF THE CROSSING
MB1088'OF GRAHAM ROAD, AT THE WEST SIDE OF THE SILVER LAKE COUNTRY
MB1088'CLUB GOLF COURSE, SET ON THE TOP OF THE SOUTH END OF THE WEST
MB1088'CONCRETE HEAD WALL OF A 10-FOOT BOX CULVERT WITH WING WALLS
MB1088'UNDER THE TRACK, 12 FEET WEST OF THE WEST RAIL OF THE MAIN
MB1088'TRACK, 1.4 FEET NORTH OF THE SOUTH END OF THE HEAD WALL AND 1 FOOT
MB1088'BELOW THE TOP OF RAIL. NOTE-- BENCH MARK DUNN WAS LOCATED IN THE
MB1088'SAME BRIDGE AS THIS MARK BUT THE BRIDGE WAS RAISED AND THE MARK
MB1088'IS NOW COVERED WITH A LAYER OF CONCRETE.
MB1088
MB1088 STATION RECOVERY (1983)
MB1088
MB1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1088'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2252010.0
|
549235.0
|
0101000020960E00002E3E641CB52E4141846DFE806AC22041
|
true
|
2005-03-22 07:39:00 -0500
|
false
|
41.16944444444444444445
|
-81.46972222222222222223
|
-81.4697222222222
|
41.1694444444443
|
2252138.22180917
|
549173.25194113
|
686453.102913641
|
167388.341968323
|
676
|
676
|
Y 302
|
MB1214
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
Y 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
HISTORY - 2013 UNABLE TO LOCATED SCE
|
NAD 83(1986)
|
|
false
|
41
|
4
|
20.0
|
N
|
81
|
26
|
33.0
|
W
|
SCALED
|
-33.62
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
328.524
|
1077.83
|
ADJUST
|
|
|
|
|
|
|
|
980171.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF DARROW ROAD AND NEWTON
STREET, 151 FEET WEST OF THE CENTER LINE OF DARROW ROAD, 2 1/2
FEET SOUTH OF THE SOUTH CURB OF NEWTON STREET, 1 1/2 FEET NORTH
OF THE NORTH EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF NEWTON
STREET, 2 FEET EAST OF POWER POLE 7331, ABOUT LEVEL WITH THE
STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
GROUND.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2013-09-23 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1214 ***********************************************************************
MB1214 DESIGNATION - Y 302
MB1214 PID - MB1214
MB1214 STATE/COUNTY- OH/SUMMIT
MB1214
MB1214 HORZ DATUM - NAD 83(1986)
MB1214 VERT DATUM - NAVD 88
MB1214
MB1214 POSITION - 41 04 20. (N) 081 26 33. (W) SCALED
MB1214 83 minus 27 - +00. -01. SCALED
MB1214
MB1214 HEIGHT - 328.524 (meters) 1077.83 (feet) ADJUST
MB1214 88 minus 29 -0.19 ADJ UNCHK
MB1214 ***********************************************************************
MB1214
MB1214 GEOID HEIGHT- -33.62 GEOID90
MB1214 MODELED GRAV- 980,171.8 NAVD88
MB1214
MB1214
MB1214 VERT ORDER - FIRST CLASS 2
MB1214
MB1214
MB1214.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1214.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1214.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1214
MB1214
MB1214
MB1214
MB1214_STATION MARK IS A BENCH MARK DISK
MB1214_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1214_THE MARK IS STAMPED: Y 302 1964
MB1214
MB1214 HISTORY - Year Condition Recov. By
MB1214 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1214 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1214
MB1214 STATION DESCRIPTION
MB1214
MB1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1214'AT AKRON, NEAR THE INTERSECTION OF DARROW ROAD AND NEWTON
MB1214'STREET, 151 FEET WEST OF THE CENTER LINE OF DARROW ROAD, 2 1/2
MB1214'FEET SOUTH OF THE SOUTH CURB OF NEWTON STREET, 1 1/2 FEET NORTH
MB1214'OF THE NORTH EDGE OF THE SIDEWALK ALONG THE SOUTH SIDE OF NEWTON
MB1214'STREET, 2 FEET EAST OF POWER POLE 7331, ABOUT LEVEL WITH THE
MB1214'STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
MB1214'GROUND.
MB1214
MB1214 STATION RECOVERY (1989)
MB1214
MB1214'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1214'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2260062.5
|
513894.625
|
0101000020960E00006FAFAED82E3E4141215DA15FD05C1F41
|
true
|
2013-09-24 07:24:00 -0400
|
false
|
41.07222222222222222223
|
-81.4425
|
-81.4425
|
41.0722222222221
|
2260061.69283097
|
513844.093388991
|
688868.181711243
|
156619.992904935
|
680
|
680
|
ROUND C OF A
|
MB1236
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
40.7872
|
N
|
81
|
27
|
21.44476
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
155396.866
|
687751.852
|
0.99993915
|
+
|
0
|
41
|
9.2
|
|
MT
|
|
|
|
|
317.457
|
1041.53
|
ADJUST
|
|
-0.36
|
DEFLEC90
|
|
|
|
|
980171.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 3-1/2 MILES EAST-SOUTHEAST OF DOWNTOWN AKRON, AT
THE INTERSECTION OF EAST MARKET
STREET AND MOGADORE ROAD AND ABOUT 80 FEET SOUTH OF THE SOUTH
EDGE OF THE AKRON EXPRESSWAY. IT
IS 9 FEET NORTHEAST OF AN OHIO BELL TELEPHONE CO.
MANHOLE COVER, 19.6 FEET SOUTH OF THE NORTH CURB OF
EAST MARKET STREET AND 83.5 FEET
WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE UNDERPASS LEADING TO
THE AKRON EXPRESSWAY. THE MARK IS A
CITY OF AKRON DISK STAMPED ROUND SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED
WITH A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE JUNCTION OF EAST MARKET STREET AND MOGADORE
ROAD, ABOUT 80 FEET SOUTH OF THE SOUTH EDGE OF THE AKRON
EXPRESSWAY, 83.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
OF THE EXPRESSWAY OVERPASS OVER CONNECTING ROAD TO WEST-BOUND
LANE OF EXPRESSWAY, 19.6 FEET SOUTH OF THE NORTH CURB OF EAST MARKET
STREET, 9 FEET NORTHEAST OF A BELL TELEPHONE MAN HOLE COVER, SET
IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF STREET
ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
SURVEY 1963.
|
2012-07-22 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1236 ***********************************************************************
MB1236 DESIGNATION - ROUND C OF A
MB1236 PID - MB1236
MB1236 STATE/COUNTY- OH/SUMMIT
MB1236
MB1236 HORZ DATUM - NAD 83(1986)
MB1236 VERT DATUM - NAVD 88
MB1236
MB1236 POSITION - 41 03 40.78720(N) 081 27 21.44476(W) ADJUSTED
MB1236 83 minus 27 - +00.20344 -00.58343 ADJUSTED
MB1236
MB1236 HEIGHT - 317.457 (meters) 1041.53 (feet) ADJUST
MB1236 88 minus 29 -0.19 ADJ UNCHK
MB1236 ***********************************************************************
MB1236
MB1236 LAPLACE CORR- -0.36 DEFLEC90
MB1236 GEOID HEIGHT- -33.60 GEOID90
MB1236 MODELED GRAV- 980,171.7 NAVD88
MB1236
MB1236
MB1236 HORZ ORDER - FIRST
MB1236 VERT ORDER - FIRST CLASS 2
MB1236
MB1236
MB1236.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1236.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1236.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1236.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1236
MB1236; North East Scale Converg.
MB1236;SPC OH N - 155,396.866 687,751.852 0.99993915 +0 41 09.2 MT
MB1236;UTM 17 - 4,545,665.419 461,688.839 0.99961806 -0 17 58.2 MT
MB1236
MB1236: Primary Azimuth Mark Grid Az
MB1236:SPC OH N - AKRON GOODYEAR PLT 2 FP 1963 261 43 11.6
MB1236:UTM 17 - AKRON GOODYEAR PLT 2 FP 1963 262 42 19.0
MB1236
MB1236|---------------------------------------------------------------------|
MB1236| Pid Reference Object Distance Geod. AZ |
MB1236| dddmmss.ss|
MB1236| MB2706 AKRON GOODYEAR PLT 2 FP 1963 APPROX. 1.7 KM 2622420.8 |
MB1236|---------------------------------------------------------------------|
MB1236
MB1236_STATION MARK IS A SURVEY DISK
MB1236_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1236_THE MARK IS STAMPED: ROUND
MB1236
MB1236 HISTORY - Year Condition Recov. By
MB1236 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1236 HISTORY - 1963 CITY OF AKRON OHIO
MB1236 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1236
MB1236 STATION DESCRIPTION
MB1236
MB1236'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1236'THE STATION IS ABOUT 3-1/2 MILES EAST-SOUTHEAST OF DOWNTOWN AKRON, AT
MB1236'THE INTERSECTION OF EAST MARKET
MB1236'STREET AND MOGADORE ROAD AND ABOUT 80 FEET SOUTH OF THE SOUTH
MB1236'EDGE OF THE AKRON EXPRESSWAY. IT
MB1236'IS 9 FEET NORTHEAST OF AN OHIO BELL TELEPHONE CO.
MB1236'MANHOLE COVER, 19.6 FEET SOUTH OF THE NORTH CURB OF
MB1236'EAST MARKET STREET AND 83.5 FEET
MB1236'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE UNDERPASS LEADING TO
MB1236'THE AKRON EXPRESSWAY. THE MARK IS A
MB1236'CITY OF AKRON DISK STAMPED ROUND SET IN THE TOP OF A 6 INCH SQUARE
MB1236'CONCRETE MONUMENT 4 INCHES BELOW
MB1236'THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED
MB1236'WITH A 9 INCH IRON COVER.
MB1236'
MB1236
MB1236 STATION RECOVERY (1964)
MB1236
MB1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1236'AT AKRON, NEAR THE JUNCTION OF EAST MARKET STREET AND MOGADORE
MB1236'ROAD, ABOUT 80 FEET SOUTH OF THE SOUTH EDGE OF THE AKRON
MB1236'EXPRESSWAY, 83.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
MB1236'OF THE EXPRESSWAY OVERPASS OVER CONNECTING ROAD TO WEST-BOUND
MB1236'LANE OF EXPRESSWAY, 19.6 FEET SOUTH OF THE NORTH CURB OF EAST MARKET
MB1236'STREET, 9 FEET NORTHEAST OF A BELL TELEPHONE MAN HOLE COVER, SET
MB1236'IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF STREET
MB1236'ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
MB1236'SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2256399.5
|
509830.90625
|
0101000020960E0000E71DC39907374141B5659DDE1C1E1F41
|
true
|
2012-07-23 10:43:00 -0400
|
false
|
41.06132977777777777778
|
-81.45595687777777777778
|
-81.4559568777778
|
41.0613297777776
|
2256399.20126699
|
509831.217397298
|
687751.852049883
|
155396.865856411
|
683
|
683
|
RUSSELL A C OF A
|
MB1351
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
7
|
1.82075
|
N
|
81
|
36
|
35.24871
|
W
|
ADJUSTED
|
-33.68
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161454.428
|
674759.256
|
0.99993951
|
+
|
0
|
35
|
5.4
|
|
MT
|
|
|
|
|
323.831
|
1062.43
|
ADJUST
|
|
-0.38
|
DEFLEC90
|
|
|
|
|
980179.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
RUSSELL (ACS) A IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION, ABOUT 4
FEET EAST OF THE CENTERLINE OF
MILLER ROAD AND IN FRONT OF THE HOUSE AT 399 MILLER ROAD. IT IS 51
FEET NORTHEAST OF POWER POLE NUMBER
93737, 75 FEET NORTH OF A FIREPLUG, 101 FEET NORTHWEST
OF THE SOUTHWEST CORNER OF THE HOUSE AT 399 MILLER
ROAD AND 107 FEET NORTH OF A
SIGN ADDYSTON ROAD. IT IS A CITY OF AKRON DISK STAMPED RUSSELL A SET
IN THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH
IRON COVER.
|
2013-09-24 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1351 ***********************************************************************
MB1351 DESIGNATION - RUSSELL A C OF A
MB1351 PID - MB1351
MB1351 STATE/COUNTY- OH/SUMMIT
MB1351
MB1351 HORZ DATUM - NAD 83(1986)
MB1351 VERT DATUM - NAVD 88
MB1351
MB1351 POSITION - 41 07 01.82075(N) 081 36 35.24871(W) ADJUSTED
MB1351 83 minus 27 - +00.19103 -00.55557 ADJUSTED
MB1351
MB1351 HEIGHT - 323.831 (meters) 1062.43 (feet) ADJUST
MB1351 88 minus 29 -0.20 ADJ UNCHK
MB1351 ***********************************************************************
MB1351
MB1351 LAPLACE CORR- -0.38 DEFLEC90
MB1351 GEOID HEIGHT- -33.68 GEOID90
MB1351 MODELED GRAV- 980,179.6 NAVD88
MB1351
MB1351
MB1351 HORZ ORDER - SECOND
MB1351 VERT ORDER - FIRST CLASS 2
MB1351
MB1351
MB1351.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1351.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1351.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1351.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1351
MB1351; North East Scale Converg.
MB1351;SPC OH N - 161,454.428 674,759.256 0.99993951 +0 35 05.4 MT
MB1351;UTM 17 - 4,551,943.595 448,806.414 0.99963225 -0 24 03.6 MT
MB1351
MB1351
MB1351
MB1351_STATION MARK IS A SURVEY DISK
MB1351_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1351_THE MARK IS STAMPED: RUSSELL A
MB1351
MB1351 HISTORY - Year Condition Recov. By
MB1351 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1351 HISTORY - 1963 CITY OF AKRON OHIO
MB1351
MB1351 STATION DESCRIPTION
MB1351
MB1351'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1351'RUSSELL (ACS) A IS ABOUT 0.25 MILE SOUTHWEST OF THE STATION, ABOUT 4
MB1351'FEET EAST OF THE CENTERLINE OF
MB1351'MILLER ROAD AND IN FRONT OF THE HOUSE AT 399 MILLER ROAD. IT IS 51
MB1351'FEET NORTHEAST OF POWER POLE NUMBER
MB1351'93737, 75 FEET NORTH OF A FIREPLUG, 101 FEET NORTHWEST
MB1351'OF THE SOUTHWEST CORNER OF THE HOUSE AT 399 MILLER
MB1351'ROAD AND 107 FEET NORTH OF A
MB1351'SIGN ADDYSTON ROAD. IT IS A CITY OF AKRON DISK STAMPED RUSSELL A SET
MB1351'IN THE TOP OF A 6 INCH SQUARE
MB1351'CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF
MB1351'CONCRETE AND COVERED WITH A 9 INCH
MB1351'IRON COVER.
MB1351'
|
|
|
|
|
|
|
|
|
|
|
|
2213771.75
|
529705.0
|
0101000020960E0000027C7054C6E34041D167C023522A2041
|
true
|
2013-09-25 02:56:00 -0400
|
false
|
41.11717243055555555556
|
-81.60979130833333333333
|
-81.6097913083333
|
41.1171724305554
|
2213772.65968275
|
529705.069827313
|
674759.256189815
|
161454.428192206
|
684
|
684
|
RUSSELL B C OF A
|
MB1352
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO VERIFY SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
7
|
14.35799
|
N
|
81
|
36
|
35.17726
|
W
|
ADJUSTED
|
-33.69
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161841.162
|
674756.975
|
0.99993957
|
+
|
0
|
35
|
5.4
|
|
MT
|
|
|
|
|
323.251
|
1060.53
|
ADJUST
|
|
-0.37
|
DEFLEC90
|
|
|
|
|
980180.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
RUSSELL (ACS) B IS ABOUT 0.15 MILE WEST OF THE STATION, AT THE
INTERSECTION OF MILLER ROAD
AND ERIE DRIVE. THE MARK IS 30.5 FEET NORTHEAST OF A SIGN ERIE
DRIVE, 36 FEET SOUTHEAST OF POWER
POLE NUMBER 93758, 40 FEET NORTHWEST OF A FIREPLUG AND 100 FEET
SOUTHWEST OF THE NORTHWEST CORNER OF THE
HOUSE AT 771 MILLER ROAD. IT IS A CITY OF AKRON
DISK STAMPED RUSSELL B SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
IRON COVER.
RECOVERY NOTE SCE 2013
A SQUARE BOX IS AT THIS INTERSECTION BUT WAS UNABLE TO VERIFY DUE TO HIGH TRAFFIC VOLUME
|
2013-09-24 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1352 ***********************************************************************
MB1352 DESIGNATION - RUSSELL B C OF A
MB1352 PID - MB1352
MB1352 STATE/COUNTY- OH/SUMMIT
MB1352
MB1352 HORZ DATUM - NAD 83(1986)
MB1352 VERT DATUM - NAVD 88
MB1352
MB1352 POSITION - 41 07 14.35799(N) 081 36 35.17726(W) ADJUSTED
MB1352 83 minus 27 - +00.19118 -00.55546 ADJUSTED
MB1352
MB1352 HEIGHT - 323.251 (meters) 1060.53 (feet) ADJUST
MB1352 88 minus 29 -0.20 ADJ UNCHK
MB1352 ***********************************************************************
MB1352
MB1352 LAPLACE CORR- -0.37 DEFLEC90
MB1352 GEOID HEIGHT- -33.69 GEOID90
MB1352 MODELED GRAV- 980,180.1 NAVD88
MB1352
MB1352
MB1352 HORZ ORDER - SECOND
MB1352 VERT ORDER - FIRST CLASS 2
MB1352
MB1352
MB1352.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1352.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1352.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1352.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1352
MB1352; North East Scale Converg.
MB1352;SPC OH N - 161,841.162 674,756.975 0.99993957 +0 35 05.4 MT
MB1352;UTM 17 - 4,552,330.193 448,810.786 0.99963225 -0 24 03.7 MT
MB1352
MB1352: Primary Azimuth Mark Grid Az
MB1352:SPC OH N - RUSSELL A C OF A 179 40
MB1352:UTM 17 - RUSSELL A C OF A 180 39
MB1352
MB1352|---------------------------------------------------------------------|
MB1352| Pid Reference Object Distance Geod. AZ |
MB1352| dddmmss.ss|
MB1352| MB1353 RUSSELL C OF A 289.741 METERS 08428 |
MB1352| MB1351 RUSSELL A C OF A 386.764 METERS 18015 |
MB1352|---------------------------------------------------------------------|
MB1352
MB1352_STATION MARK IS A SURVEY DISK
MB1352_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1352_THE MARK IS STAMPED: RUSSELL B
MB1352
MB1352 HISTORY - Year Condition Recov. By
MB1352 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1352 HISTORY - 1963 CITY OF AKRON OHIO
MB1352
MB1352 STATION DESCRIPTION
MB1352
MB1352'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1352'RUSSELL (ACS) B IS ABOUT 0.15 MILE WEST OF THE STATION, AT THE
MB1352'INTERSECTION OF MILLER ROAD
MB1352'AND ERIE DRIVE. THE MARK IS 30.5 FEET NORTHEAST OF A SIGN ERIE
MB1352'DRIVE, 36 FEET SOUTHEAST OF POWER
MB1352'POLE NUMBER 93758, 40 FEET NORTHWEST OF A FIREPLUG AND 100 FEET
MB1352'SOUTHWEST OF THE NORTHWEST CORNER OF THE
MB1352'HOUSE AT 771 MILLER ROAD. IT IS A CITY OF AKRON
MB1352'DISK STAMPED RUSSELL B SET IN THE TOP OF A 6 INCH SQUARE
MB1352'CONCRETE MONUMENT 4 INCHES BELOW
MB1352'THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
MB1352'IRON COVER.
MB1352'
|
|
|
|
|
|
|
|
|
|
|
|
2213765.0
|
530973.875
|
0101000020960E0000FD5CA296C2E3404137F494C23B342041
|
true
|
2013-09-25 02:58:00 -0400
|
false
|
41.12065499722222222223
|
-81.60977146111111111111
|
-81.6097714611111
|
41.1206549972221
|
2213765.17682993
|
530973.880042679
|
674756.975411714
|
161841.162319317
|
685
|
685
|
RUSSELL C OF A
|
MB1353
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2012 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
15.26434
|
N
|
81
|
36
|
22.81502
|
W
|
ADJUSTED
|
-33.69
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161872.068
|
675045.045
|
0.99993957
|
+
|
0
|
35
|
13.5
|
|
MT
|
|
|
|
|
339.412
|
1113.55
|
ADJUST
|
|
-0.37
|
DEFLEC90
|
|
|
|
|
980180.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ON A WOODED HILL NEAR THE SITE OF THE AKRON
MUNICIPAL WYANT ROAD STANDPIPE,
ABOUT 5-1/2 MILES NORTHWEST OF DOWNTOWN AKRON, 0.35 MILE SOUTHWEST OF
WEST MARKET STREET, 0.15 MILE EAST
OF MILLER ROAD. IT IS 47.6 FEET SOUTHEAST OF THE
STANDPIPE, 16.3 FEET NORTHWEST OF A 12 INCH POPLAR
TREE, 27.5 FEET SOUTHEAST OF AN 18
INCH OAK TREE AND 35 FEET WEST OF A 20 INCH OAK TREE. THE MARK IS A
CITY OF AKRON DISK STAMPED RUSSELL
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 24 INCH IRON COVER.
25.5 FEET NE OF A FENCE CORNER
|
2018-09-06 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1353 ***********************************************************************
MB1353 DESIGNATION - RUSSELL C OF A
MB1353 PID - MB1353
MB1353 STATE/COUNTY- OH/SUMMIT
MB1353
MB1353 HORZ DATUM - NAD 83(1986)
MB1353 VERT DATUM - NAVD 88
MB1353
MB1353 POSITION - 41 07 15.26434(N) 081 36 22.81502(W) ADJUSTED
MB1353 83 minus 27 - +00.19132 -00.55544 ADJUSTED
MB1353
MB1353 HEIGHT - 339.412 (meters) 1113.55 (feet) ADJUST
MB1353 88 minus 29 -0.20 ADJ UNCHK
MB1353 ***********************************************************************
MB1353
MB1353 LAPLACE CORR- -0.37 DEFLEC90
MB1353 GEOID HEIGHT- -33.69 GEOID90
MB1353 MODELED GRAV- 980,180.4 NAVD88
MB1353
MB1353
MB1353 HORZ ORDER - FIRST
MB1353 VERT ORDER - FIRST CLASS 2
MB1353
MB1353
MB1353.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1353.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1353.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1353.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1353
MB1353; North East Scale Converg.
MB1353;SPC OH N - 161,872.068 675,045.045 0.99993957 +0 35 13.5 MT
MB1353;UTM 17 - 4,552,356.129 449,099.256 0.99963189 -0 23 55.6 MT
MB1353
MB1353: Primary Azimuth Mark Grid Az
MB1353:SPC OH N - RUSSELL A C OF A 214 23 01.2
MB1353:UTM 17 - RUSSELL A C OF A 215 22 10.3
MB1353
MB1353|---------------------------------------------------------------------|
MB1353| Pid Reference Object Distance Geod. AZ |
MB1353| dddmmss.ss|
MB1353| MB1351 RUSSELL A C OF A APPROX. 0.5 KM 2145814.7 |
MB1353| MB1352 RUSSELL B C OF A 289.741 METERS 26428 |
MB1353| MB2929 AKRON WYANT RD MUN SPIPE 23.673 METERS 29549 |
MB1353|---------------------------------------------------------------------|
MB1353
MB1353_STATION MARK IS A SURVEY DISK
MB1353_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1353_THE MARK IS STAMPED: RUSSELL
MB1353
MB1353 HISTORY - Year Condition Recov. By
MB1353 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1353 HISTORY - 1963 CITY OF AKRON OHIO
MB1353
MB1353 STATION DESCRIPTION
MB1353
MB1353'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1353'THE STATION IS LOCATED ON A WOODED HILL NEAR THE SITE OF THE AKRON
MB1353'MUNICIPAL WYANT ROAD STANDPIPE,
MB1353'ABOUT 5-1/2 MILES NORTHWEST OF DOWNTOWN AKRON, 0.35 MILE SOUTHWEST OF
MB1353'WEST MARKET STREET, 0.15 MILE EAST
MB1353'OF MILLER ROAD. IT IS 47.6 FEET SOUTHEAST OF THE
MB1353'STANDPIPE, 16.3 FEET NORTHWEST OF A 12 INCH POPLAR
MB1353'TREE, 27.5 FEET SOUTHEAST OF AN 18
MB1353'INCH OAK TREE AND 35 FEET WEST OF A 20 INCH OAK TREE. THE MARK IS A
MB1353'CITY OF AKRON DISK STAMPED RUSSELL
MB1353'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB1353'THE SURFACE OF A 3 FOOT SQUARE OF
MB1353'CONCRETE AND COVERED WITH A 24 INCH IRON COVER.
MB1353'
|
|
|
|
|
|
|
|
|
|
|
|
2214710.0
|
531075.3125
|
0101000020960E000009BEAB249BE54041D783EE8D06352041
|
true
|
2012-05-15 06:55:00 -0400
|
false
|
41.12090676111111111111
|
-81.60633750555555555556
|
-81.6063375055555
|
41.1209067611109
|
2214710.28649116
|
531075.27721035
|
675045.045412596
|
161872.068237831
|
686
|
686
|
S 178
|
MB1284
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
34.0
|
N
|
81
|
30
|
46.0
|
W
|
SCALED
|
-33.62
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
320.509
|
1051.54
|
ADJUST
|
|
|
|
|
|
|
|
980175.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ABOUT 0.2 MILE SOUTHEAST OF THE UNION STATION, LOCATED
IN THE SOUTHEAST ANGLE OF BUCKTEL AVENUE AND SUMMER STREET, IN
THE TOP OF THE SOUTHWEST CORNER OF CONCRETE RETAINING WALL OF
BASEMENT STAIRWAY AND ENTRANCE TO THE SOUTH SIDE OF AYERS HALL
(ENGINEERING BUILDING) OF UNIVERSITY OF AKRON, 4.3 FEET SOUTH OF
SOUTH FACE OF BUILDING, 22 1/4 FEET WEST-SOUTHWEST OF SOUTHEAST
CORNER OF BUILDING AND ABOUT 1/4 FOOT ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
|
2019-06-23 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1284 ***********************************************************************
MB1284 DESIGNATION - S 178
MB1284 PID - MB1284
MB1284 STATE/COUNTY- OH/SUMMIT
MB1284
MB1284 HORZ DATUM - NAD 83(1986)
MB1284 VERT DATUM - NAVD 88
MB1284
MB1284 POSITION - 41 04 34. (N) 081 30 46. (W) SCALED
MB1284 83 minus 27 - +00. -01. SCALED
MB1284
MB1284 HEIGHT - 320.509 (meters) 1051.54 (feet) ADJUST
MB1284 88 minus 29 -0.20 ADJ UNCHK
MB1284 ***********************************************************************
MB1284
MB1284 GEOID HEIGHT- -33.62 GEOID90
MB1284 MODELED GRAV- 980,175.0 NAVD88
MB1284
MB1284
MB1284 VERT ORDER - FIRST CLASS 2
MB1284
MB1284
MB1284.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1284.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1284.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1284
MB1284
MB1284
MB1284
MB1284_STATION MARK IS A BENCH MARK DISK
MB1284_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1284_THE MARK IS STAMPED: S 178 1954
MB1284
MB1284 HISTORY - Year Condition Recov. By
MB1284 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1284 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1284
MB1284 STATION DESCRIPTION
MB1284
MB1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1284'AT AKRON, ABOUT 0.2 MILE SOUTHEAST OF THE UNION STATION, LOCATED
MB1284'IN THE SOUTHEAST ANGLE OF BUCKTEL AVENUE AND SUMMER STREET, IN
MB1284'THE TOP OF THE SOUTHWEST CORNER OF CONCRETE RETAINING WALL OF
MB1284'BASEMENT STAIRWAY AND ENTRANCE TO THE SOUTH SIDE OF AYERS HALL
MB1284'(ENGINEERING BUILDING) OF UNIVERSITY OF AKRON, 4.3 FEET SOUTH OF
MB1284'SOUTH FACE OF BUILDING, 22 1/4 FEET WEST-SOUTHWEST OF SOUTHEAST
MB1284'CORNER OF BUILDING AND ABOUT 1/4 FOOT ABOVE GROUND.
MB1284
MB1284 STATION RECOVERY (1963)
MB1284
MB1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1284'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2240670.0
|
515033.625
|
0101000020960E0000BEC1D52A4F18414113EA93DB666F1F41
|
true
|
2012-05-15 07:01:00 -0400
|
false
|
41.07611111111111111111
|
-81.51277777777777777778
|
-81.5127777777778
|
41.076111111111
|
2240670.33464834
|
515033.714431436
|
682957.683916182
|
156982.590123865
|
687
|
687
|
S 301
|
MB1375
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE 2015- FOUND GOOD CONDITION SUMMIT COUNTY SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
6
|
20.0
|
N
|
81
|
32
|
51.0
|
W
|
SCALED
|
-33.67
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
330.322
|
1083.73
|
ADJUST
|
|
|
|
|
|
|
|
980179.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, AT T JUNCTION OF NORTH PORTAGE PATH AND TALLMADGE
PARKWAY (STATE HIGHWAY 18), 83.0 FEET EAST OF THE CENTER LINE OF
NORTH PORTAGE PATH, 2.6 FEET SOUTH OF THE SOUTH CURB OF TALLMADGE
PARKWAY, 2.3 FEET EAST POWER LINE POLE NUMBER 33273 AND 1/2
FOOT ABOVE THE PARKWAY, SET IN THE TOP OF A CONCRETE POST
WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
|
2018-06-08 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1375 ***********************************************************************
MB1375 DESIGNATION - S 301
MB1375 PID - MB1375
MB1375 STATE/COUNTY- OH/SUMMIT
MB1375
MB1375 HORZ DATUM - NAD 83(1986)
MB1375 VERT DATUM - NAVD 88
MB1375
MB1375 POSITION - 41 06 20. (N) 081 32 51. (W) SCALED
MB1375 83 minus 27 - +00. -01. SCALED
MB1375
MB1375 HEIGHT - 330.322 (meters) 1083.73 (feet) ADJUST
MB1375 88 minus 29 -0.20 ADJ UNCHK
MB1375 ***********************************************************************
MB1375
MB1375 GEOID HEIGHT- -33.67 GEOID90
MB1375 MODELED GRAV- 980,179.7 NAVD88
MB1375
MB1375
MB1375 VERT ORDER - FIRST CLASS 2
MB1375
MB1375
MB1375.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1375.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1375.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1375
MB1375
MB1375
MB1375
MB1375_STATION MARK IS A BENCH MARK DISK
MB1375_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1375_THE MARK IS STAMPED: S 301 1963
MB1375
MB1375 HISTORY - Year Condition Recov. By
MB1375 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1375
MB1375 STATION DESCRIPTION
MB1375
MB1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1375'AT AKRON, AT T JUNCTION OF NORTH PORTAGE PATH AND TALLMADGE
MB1375'PARKWAY (STATE HIGHWAY 18), 83.0 FEET EAST OF THE CENTER LINE OF
MB1375'NORTH PORTAGE PATH, 2.6 FEET SOUTH OF THE SOUTH CURB OF TALLMADGE
MB1375'PARKWAY, 2.3 FEET EAST POWER LINE POLE NUMBER 33273 AND 1/2
MB1375'FOOT ABOVE THE PARKWAY, SET IN THE TOP OF A CONCRETE POST
MB1375'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2230980.75
|
525654.5625
|
0101000020960E000051CBC57162054141723D0769AC0A2041
|
true
|
2012-05-15 10:11:00 -0400
|
false
|
41.10555555555555555556
|
-81.5475
|
-81.5475
|
41.1055555555554
|
2230980.8888487
|
525654.205133362
|
680004.334929753
|
160219.722164077
|
688
|
688
|
S 302
|
MB1401
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2021 NOT RECOVERED
|
NAD 83(1986)
|
|
false
|
41
|
6
|
16.0
|
N
|
81
|
31
|
52.0
|
W
|
SCALED
|
-33.67
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
248.128
|
814.07
|
ADJUST
|
|
|
|
|
|
|
|
980179.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.85 MILE EAST ALONG MEMORIAL PARKWAY FROM THE
JUNCTION OF NORTH PORTAGE PATH, SET ON TOP OF THE SECOND STEP (UP FROM BOTTOM) OF THE SOUTH CONCRETE ABUTMENT OF THE BALTIMORE AND OHIO RAILROAD OVERPASS OVER THE PARKWAY, 28 FEET SOUTH OF THE CENTER LINE OF THE PARKWAY, ABOUT 27 FEET WEST OF THE WEST RAIL (MEASURED UNDER TRACK), AND ABOUT 4 FEET ABOVE THE LEVEL OF THE PARKWAY.
AN ADDITION HAS BEEN BUILT ON TO THE ABUTMENT AND THE MONUMENT HAS BEEN COVERED.
|
2021-12-30 00:00:00 -0500
|
SCE
|
NOT RECOVERED
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1401 ***********************************************************************
MB1401 DESIGNATION - S 302
MB1401 PID - MB1401
MB1401 STATE/COUNTY- OH/SUMMIT
MB1401
MB1401 HORZ DATUM - NAD 83(1986)
MB1401 VERT DATUM - NAVD 88
MB1401
MB1401 POSITION - 41 06 16. (N) 081 31 52. (W) SCALED
MB1401 83 minus 27 - +00. -01. SCALED
MB1401
MB1401 HEIGHT - 248.128 (meters) 814.07 (feet) ADJUST
MB1401 88 minus 29 -0.20 ADJ UNCHK
MB1401 ***********************************************************************
MB1401
MB1401 GEOID HEIGHT- -33.67 GEOID90
MB1401 MODELED GRAV- 980,179.0 NAVD88
MB1401
MB1401
MB1401 VERT ORDER - FIRST CLASS 2
MB1401
MB1401
MB1401.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1401.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1401.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1401
MB1401
MB1401
MB1401
MB1401_STATION MARK IS A BENCH MARK DISK
MB1401_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1401_THE MARK IS STAMPED: S 302 1964
MB1401
MB1401 HISTORY - Year Condition Recov. By
MB1401 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1401
MB1401 STATION DESCRIPTION
MB1401
MB1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1401'AT AKRON, ABOUT 0.85 MILE EAST ALONG TALLMADGE PARKWAY FROM THE
MB1401'JUNCTION OF NORTH PORTAGE PATH, SET ON TOP OF THE SECOND STEP (UP
MB1401'FROM BOTTOM) OF THE SOUTH CONCRETE ABUTMENT OF THE BALTIMORE AND
MB1401'OHIO RAILROAD OVERPASS OVER THE PARKWAY, 28 FEET SOUTH OF THE
MB1401'CENTER LINE OF THE PARKWAY, ABOUT 27 FEET WEST OF THE WEST
MB1401'RAIL (MEASURED UNDER TRACK), AND ABOUT 4 FEET ABOVE THE LEVEL
MB1401'OF THE PARKWAY.
|
|
|
|
|
|
|
|
|
|
|
|
2235501.0
|
525298.5
|
0101000020960E000079CB76BF360E414169C05D53E6072041
|
true
|
2012-05-18 03:07:00 -0400
|
false
|
41.10444444444444444444
|
-81.53111111111111111111
|
-81.5311111111111
|
41.1044444444443
|
2235501.49581283
|
525299.162824643
|
681382.218688187
|
160111.505051944
|
689
|
689
|
S 303
|
MB1413
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
2
|
13.0
|
N
|
81
|
31
|
37.0
|
W
|
SCALED
|
-33.55
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
301.32
|
988.58
|
ADJUST
|
|
|
|
|
|
|
|
980171.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ALONG SOUTH MAIN STREET, ABOUT 0.45 MILE NORTH ALONG
SOUTH MAIN STREET FROM THE INTERSECTION OF SOUTH MAIN STREET AND
U.S. HIGHWAY 224, NEAR THE JUNCTION OF YOUTZ AVENUE AND SOUTH
MAIN STREET, ON THE PROPERTY OF THE OHIO MECHANICAL HANDLING
COMPANY,1856 S MAIN, SET ON THE TOP OF THE SOUTH END OF CONCRETE BASE FOR
LARGE HOIST (BASE IS 30-FEET DEEP), 69 FEET WEST OF THE WEST
CURB OF SOUTH MAIN STREET, 1 FOOT NORTH OF THE NORTH SIDE OF THE
BUILDING, 41 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
20.5 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING AND 1
FOOT ABOVE THE LEVEL OF THE GROUND.
|
2018-05-01 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1413 ***********************************************************************
MB1413 DESIGNATION - S 303
MB1413 PID - MB1413
MB1413 STATE/COUNTY- OH/SUMMIT
MB1413
MB1413 HORZ DATUM - NAD 83(1986)
MB1413 VERT DATUM - NAVD 88
MB1413
MB1413 POSITION - 41 02 13. (N) 081 31 37. (W) SCALED
MB1413 83 minus 27 - +00. -01. SCALED
MB1413
MB1413 HEIGHT - 301.320 (meters) 988.58 (feet) ADJUST
MB1413 88 minus 29 -0.20 ADJ UNCHK
MB1413 ***********************************************************************
MB1413
MB1413 GEOID HEIGHT- -33.55 GEOID90
MB1413 MODELED GRAV- 980,171.8 NAVD88
MB1413
MB1413
MB1413 VERT ORDER - FIRST CLASS 2
MB1413
MB1413
MB1413.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1413.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1413.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1413
MB1413
MB1413
MB1413
MB1413_STATION MARK IS A BENCH MARK DISK
MB1413_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1413_THE MARK IS STAMPED: S 303 1964
MB1413
MB1413 HISTORY - Year Condition Recov. By
MB1413 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1413
MB1413 STATION DESCRIPTION
MB1413
MB1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1413'AT AKRON, ALONG SOUTH MAIN STREET, ABOUT 0.45 MILE NORTH ALONG
MB1413'SOUTH MAIN STREET FROM THE INTERSECTION OF SOUTH MAIN STREET AND
MB1413'U.S. HIGHWAY 224, NEAR THE JUNCTION OF YOUTZ AVENUE AND SOUTH
MB1413'MAIN STREET, ON THE PROPERTY OF THE OHIO MECHANICAL HANDLING
MB1413'COMPANY, SET ON THE TOP OF THE SOUTH END OF CONCRETE BASE FOR
MB1413'LARGE HOIST (BASE IS 30-FEET DEEP), 69 FEET WEST OF THE WEST
MB1413'CURB OF SOUTH MAIN STREET, 1 FOOT NORTH OF THE NORTH SIDE OF THE
MB1413'BUILDING, 41 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING,
MB1413'20.5 FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING AND 1
MB1413'FOOT ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2236923.25
|
500721.40625
|
0101000020960E0000A6424006FE104141CB468C59C48F1E41
|
true
|
2012-05-21 09:54:00 -0400
|
false
|
41.03694444444444444444
|
-81.52694444444444444445
|
-81.5269444444445
|
41.0369444444443
|
2236924.04883607
|
500721.087449175
|
681815.813716862
|
152620.092694678
|
690
|
690
|
S 337
|
MB1821
|
OH
|
Summit
|
|
NGS
|
1982-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
S 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2002 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
22.67086
|
N
|
81
|
27
|
49.53884
|
W
|
ADJUSTED
|
-33.52
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
149278.255
|
687168.573
|
0.99993971
|
+
|
0
|
40
|
50.7
|
|
MT
|
|
|
|
|
332.045
|
1089.39
|
ADJUST
|
|
-0.72
|
DEFLEC90
|
|
|
|
|
980166.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
NEW BRIDGE IN PLACE.
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 241 FROM THE JUNCTION OF
U.S. HIGHWAY 224 IN KRUMROY TO THE MARK ON THE RIGHT, IN TOP OF THE
WEST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE CONRAIL RAILROAD,
6.40 METERS (21.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
7.01 METERS (23.0 FT) SOUTH OF THE NORTH END OF THE BRIDGE.
THE STATION IS 0.30 METERS ABOVE THE HEIGHT OF HIGHWAY .
NOT RECOVERED COSE 2000-NEW BRIDGE
|
2013-09-03 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1821 ***********************************************************************
MB1821 DESIGNATION - S 337
MB1821 PID - MB1821
MB1821 STATE/COUNTY- OH/SUMMIT
MB1821
MB1821 HORZ DATUM - NAD 83(1986)
MB1821 VERT DATUM - NAVD 88
MB1821
MB1821 POSITION - 41 00 22.67086(N) 081 27 49.53884(W) ADJUSTED
MB1821 83 minus 27 - +00.20209 -00.58993 NADCON
MB1821
MB1821 HEIGHT - 332.045 (meters) 1089.39 (feet) ADJUST
MB1821 88 minus 29 -0.193 ADJUSTED
MB1821 ***********************************************************************
MB1821
MB1821 LAPLACE CORR- -0.72 DEFLEC90
MB1821 GEOID HEIGHT- -33.52 GEOID90
MB1821 MODELED GRAV- 980,166.5 NAVD88
MB1821
MB1821
MB1821 HORZ ORDER - FIRST
MB1821 VERT ORDER - FIRST CLASS 2
MB1821
MB1821
MB1821.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1821.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1821.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1821.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1821
MB1821; North East Scale Converg.
MB1821;SPC OH N - 149,278.255 687,168.573 0.99993971 +0 40 50.7 MT
MB1821;UTM 17 - 4,539,559.702 461,000.660 0.99961872 -0 18 15.5 MT
MB1821
MB1821
MB1821
MB1821_STATION MARK IS A BENCH MARK DISK
MB1821_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
MB1821_THE MONUMENT IS 0.30 METERS ABOVE THE HEIGHT OF HIGHWAY
MB1821_THE MARK IS STAMPED: S 337 1983
MB1821
MB1821 HISTORY - Year Condition Recov. By
MB1821 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1821 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1821
MB1821 STATION DESCRIPTION
MB1821
MB1821 RECOVERY NOTE
MB1821'NEW BRIDGE IN PLACE.
MB1821
MB1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1821'2.4 KM (1.5 MI) SOUTH ALONG STATE HIGHWAY 241 FROM THE JUNCTION OF
MB1821'U.S. HIGHWAY 224 IN KRUMROY TO THE MARK ON THE RIGHT, IN TOP OF THE
MB1821'WEST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE CONRAIL RAILROAD,
MB1821'6.40 METERS (21.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
MB1821'7.01 METERS (23.0 FT) SOUTH OF THE NORTH END OF THE BRIDGE.
MB1821'THE STATION IS 0.30 METERS ABOVE THE HEIGHT OF HIGHWAY .
|
|
|
|
|
|
|
|
|
|
|
|
2254485.75
|
489757.3125
|
0101000020960E0000D58981C74A3341416B95374E74E41D41
|
true
|
2013-09-04 10:49:00 -0400
|
false
|
41.00629746111111111111
|
-81.46376078888888888889
|
-81.4637607888889
|
41.006297461111
|
2254485.5586407
|
489757.07638391
|
687168.57261083
|
149278.25543831
|
693
|
693
|
SB 1592 C OF A
|
MB1333
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
8
|
3.0
|
N
|
81
|
32
|
57.0
|
W
|
SCALED
|
-33.73
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
233.433
|
765.86
|
ADJUST
|
|
|
|
|
|
|
|
980183.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 320 YARDS NORTHWEST OF THE INTERSECTION OF
RIVERVIEW ROAD AND PENINSULA ROAD, 47.5 FEET WEST OF THE WEST
CORNER OF A LARGE BRICK BUILDING HOUSING THE DICKSON MOVING
AND STORAGE INC., 89 FEET NORTHEAST OF THE CENTER LINE OF
RIVERVIEW ROAD, 17 1/2 FEET SOUTHEAST OF POWER POLE 36838, ABOUT
LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
ABOUT 4-INCHES BELOW THE LEVEL OF THE GROUND ACCESS WHICH IS HAD
THROUGH A 9-INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
2012-08-30 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1333 ***********************************************************************
MB1333 DESIGNATION - SB 1592 C OF A
MB1333 PID - MB1333
MB1333 STATE/COUNTY- OH/SUMMIT
MB1333
MB1333 HORZ DATUM - NAD 83(1986)
MB1333 VERT DATUM - NAVD 88
MB1333
MB1333 POSITION - 41 08 03. (N) 081 32 57. (W) SCALED
MB1333 83 minus 27 - +00. -01. SCALED
MB1333
MB1333 HEIGHT - 233.433 (meters) 765.86 (feet) ADJUST
MB1333 88 minus 29 -0.20 ADJ UNCHK
MB1333 ***********************************************************************
MB1333
MB1333 GEOID HEIGHT- -33.73 GEOID90
MB1333 MODELED GRAV- 980,183.8 NAVD88
MB1333
MB1333
MB1333 VERT ORDER - FIRST CLASS 2
MB1333
MB1333
MB1333.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1333.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1333.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1333
MB1333
MB1333
MB1333
MB1333_STATION MARK IS A SURVEY DISK
MB1333_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1333
MB1333 HISTORY - Year Condition Recov. By
MB1333 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1333 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1333
MB1333 STATION DESCRIPTION
MB1333
MB1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1333'AT AKRON, ABOUT 320 YARDS NORTHWEST OF THE INTERSECTION OF
MB1333'RIVERVIEW ROAD AND PENINSULA ROAD, 47.5 FEET WEST OF THE WEST
MB1333'CORNER OF A LARGE BRICK BUILDING HOUSING THE DICKSON MOVING
MB1333'AND STORAGE INC., 89 FEET NORTHEAST OF THE CENTER LINE OF
MB1333'RIVERVIEW ROAD, 17 1/2 FEET SOUTHEAST OF POWER POLE 36838, ABOUT
MB1333'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
MB1333'ABOUT 4-INCHES BELOW THE LEVEL OF THE GROUND ACCESS WHICH IS HAD
MB1333'THROUGH A 9-INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2230408.75
|
536072.625
|
0101000020960E0000F1557AFD430441411D270E34115C2041
|
true
|
2012-08-31 04:11:00 -0400
|
false
|
41.13416666666666666666
|
-81.54916666666666666666
|
-81.5491666666667
|
41.1341666666665
|
2230407.98029589
|
536072.601670477
|
679829.712053611
|
163395.255779657
|
694
|
694
|
SMITH
|
MB1271
|
OH
|
Summit
|
|
USGS
|
1933-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
SMITH 1934
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1952 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
18
|
49.0
|
N
|
81
|
30
|
36.0
|
W
|
SCALED
|
-34.05
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
307.038
|
1007.34
|
ADJUST
|
|
|
|
|
|
|
|
980189.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
AT MACEDONIA, SUMMIT COUNTY, ON THE PENNSYLVANIA RAILROAD, ABOUT
141 YARDS SOUTH OF MILEPOST 104, AT THE SOUTHEAST CORNER OF THE
BRIDGE OVER STATE HIGHWAY 82, IN THE TOP OF THE CONCRETE BACK
WALL, 6.3 FEET NORTH OF THE SOUTH END, 4.5 FEET SOUTHEAST OF THE
SOUTHEAST CORNER OF THE EAST GIRDER, AND 8.3 FEET EAST OF THE
EAST RAIL OF THE EAST TRACK. A STANDARD DISK, STAMPED SMITH 1934.
NOTE-- IT WAS REPORTED BY USGS IN AUGUST 1952 THAT THE MARK WAS
NOT RECOVERED. THE BACK WALL HAS SCALED OFF AND THE BENCH MARK
WAS PROBABLY DESTROYED DURING RECAPPING.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
NOT RECOVERED, THE CONCRETE BACK WALL HAS BEEN RECAPPED AND MARK HAS
BEEN COVERED OVER, CONSIDER DESTROYED.
|
2000-03-30 19:00:00 -0500
|
SCE
|
Destroyed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1271 ***********************************************************************
MB1271 DESIGNATION - SMITH
MB1271 PID - MB1271
MB1271 STATE/COUNTY- OH/SUMMIT
MB1271
MB1271 HORZ DATUM - NAD 83(1986)
MB1271 VERT DATUM - NAVD 88
MB1271
MB1271 POSITION - 41 18 49. (N) 081 30 36. (W) SCALED
MB1271 83 minus 27 - +00. -01. SCALED
MB1271
MB1271 HEIGHT - 307.038 (meters) 1007.34 (feet) ADJUST
MB1271 88 minus 29 -0.18 ADJ UNCHK
MB1271 ***********************************************************************
MB1271
MB1271 GEOID HEIGHT- -34.05 GEOID90
MB1271 MODELED GRAV- 980,189.2 NAVD88
MB1271
MB1271
MB1271 VERT ORDER - FIRST CLASS 2
MB1271
MB1271
MB1271.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1271.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1271.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1271
MB1271
MB1271
MB1271
MB1271_STATION MARK IS A BENCH MARK DISK
MB1271_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1271_THE MARK IS STAMPED: SMITH 1934
MB1271
MB1271 HISTORY - Year Condition Recov. By
MB1271 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1271 HISTORY - 1952 GOOD NATIONAL GEODETIC SURVEY
MB1271 HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1271 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1271
MB1271 STATION DESCRIPTION
MB1271
MB1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
MB1271'AT MACEDONIA, SUMMIT COUNTY, ON THE PENNSYLVANIA RAILROAD, ABOUT
MB1271'141 YARDS SOUTH OF MILEPOST 104, AT THE SOUTHEAST CORNER OF THE
MB1271'BRIDGE OVER STATE HIGHWAY 82, IN THE TOP OF THE CONCRETE BACK
MB1271'WALL, 6.3 FEET NORTH OF THE SOUTH END, 4.5 FEET SOUTHEAST OF THE
MB1271'SOUTHEAST CORNER OF THE EAST GIRDER, AND 8.3 FEET EAST OF THE
MB1271'EAST RAIL OF THE EAST TRACK. A STANDARD DISK, STAMPED SMITH 1934.
MB1271'NOTE-- IT WAS REPORTED BY USGS IN AUGUST 1952 THAT THE MARK WAS
MB1271'NOT RECOVERED. THE BACK WALL HAS SCALED OFF AND THE BENCH MARK
MB1271'WAS PROBABLY DESTROYED DURING RECAPPING.
MB1271
MB1271 STATION RECOVERY (1983)
MB1271
MB1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1271'NOT RECOVERED, THE CONCRETE BACK WALL HAS BEEN RECAPPED AND MARK HAS
MB1271'BEEN COVERED OVER, CONSIDER DESTROYED.
|
|
|
|
|
|
|
|
|
|
|
|
2240453.25
|
601567.375
|
0101000020960E00007F782BF3E2174141DD6B0A7ABF5B2241
|
false
|
2005-03-23 08:45:00 -0500
|
false
|
41.31361111111111111111
|
-81.51
|
-81.51
|
41.313611111111
|
2240453.89976412
|
601567.738360759
|
682891.714431532
|
183358.213368769
|
695
|
695
|
SMM C OF A
|
MB1285
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1954 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
4
|
50.0
|
N
|
81
|
30
|
58.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
313.131
|
1027.33
|
ADJUST
|
|
|
|
|
|
|
|
980175.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
AT AKRON, NEAR THE INTERSECTION OF CENTER STREET AND BROADWAY
STREET, LOCATED NEAR THE SOUTH CORNER OF COURT HOUSE LAWN, 45.8
FEET EAST-SOUTHEAST OF SOUTH CORNER OF THE COUNTY JAIL, 57 FEET
NORTHWEST OF SOUTH CORNER OF COURT HOUSE LAWN, 20 FEET SOUTHWEST
OF SOUTHWEST EDGE OF SIDE WALK LEADING TO SOUTHEAST ENTRANCE TO
JAIL, 1 FOOT NORTHEAST OF SOUTHWEST LAWN CURB LINE, AND IS A
1/8-INCH METAL PIN IN THE TOP OF A SANDSTONE POST 1 1/2 BY
1 3/4-FEET PROJECTING 3 1/2 FEET ABOVE GROUND. THE PIN IS
PROTECTED BY A HINGED METAL CAP WHICH CLOSES TO COVER PIN. THE
MARK IS REFERRED TO AS SOUTH MERIDIAN MONUMENT AND IS SAID BY
CITY OFFICIALS TO BE POINT ON WHICH ALL CITY DATUM IS BASED.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
|
2016-05-25 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1285 ***********************************************************************
MB1285 DESIGNATION - SMM C OF A
MB1285 PID - MB1285
MB1285 STATE/COUNTY- OH/SUMMIT
MB1285
MB1285 HORZ DATUM - NAD 83(1986)
MB1285 VERT DATUM - NAVD 88
MB1285
MB1285 POSITION - 41 04 50. (N) 081 30 58. (W) SCALED
MB1285 83 minus 27 - +00. -01. SCALED
MB1285
MB1285 HEIGHT - 313.131 (meters) 1027.33 (feet) ADJUST
MB1285 88 minus 29 -0.20 ADJ UNCHK
MB1285 ***********************************************************************
MB1285
MB1285 GEOID HEIGHT- -33.63 GEOID90
MB1285 MODELED GRAV- 980,175.6 NAVD88
MB1285
MB1285
MB1285 VERT ORDER - FIRST CLASS 2
MB1285
MB1285
MB1285.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1285.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1285.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1285
MB1285
MB1285
MB1285
MB1285
MB1285 HISTORY - Year Condition Recov. By
MB1285 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1285 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
MB1285 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1285
MB1285 STATION DESCRIPTION
MB1285
MB1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
MB1285'AT AKRON, NEAR THE INTERSECTION OF CENTER STREET AND BROADWAY
MB1285'STREET, LOCATED NEAR THE SOUTH CORNER OF COURT HOUSE LAWN, 45.8
MB1285'FEET EAST-SOUTHEAST OF SOUTH CORNER OF THE COUNTY JAIL, 57 FEET
MB1285'NORTHWEST OF SOUTH CORNER OF COURT HOUSE LAWN, 20 FEET SOUTHWEST
MB1285'OF SOUTHWEST EDGE OF SIDE WALK LEADING TO SOUTHEAST ENTRANCE TO
MB1285'JAIL, 1 FOOT NORTHEAST OF SOUTHWEST LAWN CURB LINE, AND IS A
MB1285'1/8-INCH METAL PIN IN THE TOP OF A SANDSTONE POST 1 1/2 BY
MB1285'1 3/4-FEET PROJECTING 3 1/2 FEET ABOVE GROUND. THE PIN IS
MB1285'PROTECTED BY A HINGED METAL CAP WHICH CLOSES TO COVER PIN. THE
MB1285'MARK IS REFERRED TO AS SOUTH MERIDIAN MONUMENT AND IS SAID BY
MB1285'CITY OFFICIALS TO BE POINT ON WHICH ALL CITY DATUM IS BASED.
MB1285
MB1285 STATION RECOVERY (1963)
MB1285
MB1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1285'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2239732.5
|
516642.25
|
0101000020960E000051CEA3907A164141211A40EC89881F41
|
true
|
2013-09-25 02:59:00 -0400
|
false
|
41.08055555555555555556
|
-81.51611111111111111111
|
-81.5161111111111
|
41.0805555555554
|
2239733.12999896
|
516642.48071328
|
682672.02336773
|
157472.943067278
|
696
|
696
|
SPORTS AZ MK
|
MB1228
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1971 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
36.0
|
N
|
81
|
27
|
33.0
|
W
|
SCALED
|
-33.58
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
323.492
|
1061.32
|
ADJUST
|
|
|
|
|
|
|
|
980170.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.2 MILE EAST ALONG TRIPLETT BLVD FROM THE
ADMINISTRATION BUILDING AT THE AKRON AIRPORT, NEAR THE JUNCTION
OF TRIPLETT BLVD AND FULMER STREET, 22 FEET NORTH OF THE
CENTER LINE OF THE WEST-BOUND LANE OF THE BLVD, 98 FEET EAST OF
THE EAST CURB OF THE STREET, 2.5 FEET NORTH OF THE NORTH CURB
OF THE BLVD, 2 1/2 FEET EAST OF POWER LINE POLE 98769, 1 FOOT
ABOVE THE LEVEL OF THE BLVD. AND SET IN THE TOP OF A CONCRETE
POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
RECOVERED AS DESCRIBED.
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1228 ***********************************************************************
MB1228 DESIGNATION - SPORTS AZ MK
MB1228 PID - MB1228
MB1228 STATE/COUNTY- OH/SUMMIT
MB1228
MB1228 HORZ DATUM - NAD 83(1986)
MB1228 VERT DATUM - NAVD 88
MB1228
MB1228 POSITION - 41 02 36. (N) 081 27 33. (W) SCALED
MB1228 83 minus 27 - +00. -01. SCALED
MB1228
MB1228 HEIGHT - 323.492 (meters) 1061.32 (feet) ADJUST
MB1228 88 minus 29 -0.19 ADJ UNCHK
MB1228 ***********************************************************************
MB1228
MB1228 GEOID HEIGHT- -33.58 GEOID90
MB1228 MODELED GRAV- 980,170.1 NAVD88
MB1228
MB1228
MB1228 VERT ORDER - FIRST CLASS 2
MB1228
MB1228
MB1228.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1228.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1228.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1228
MB1228
MB1228
MB1228
MB1228_STATION MARK IS AN AZIMUTH MARK DISK
MB1228_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1228_THE MARK IS STAMPED: SPORTS 1943
MB1228
MB1228 HISTORY - Year Condition Recov. By
MB1228 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1228 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1228 HISTORY - 1971 GOOD NATIONAL GEODETIC SURVEY
MB1228
MB1228 STATION DESCRIPTION
MB1228
MB1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1228'AT AKRON, ABOUT 0.2 MILE EAST ALONG TRIPLETT BLVD FROM THE
MB1228'ADMINISTRATION BUILDING AT THE AKRON AIRPORT, NEAR THE JUNCTION
MB1228'OF TRIPLETT BLVD AND FULMER STREET, 22 FEET NORTH OF THE
MB1228'CENTER LINE OF THE WEST-BOUND LANE OF THE BLVD, 98 FEET EAST OF
MB1228'THE EAST CURB OF THE STREET, 2.5 FEET NORTH OF THE NORTH CURB
MB1228'OF THE BLVD, 2 1/2 FEET EAST OF POWER LINE POLE 98769, 1 FOOT
MB1228'ABOVE THE LEVEL OF THE BLVD. AND SET IN THE TOP OF A CONCRETE
MB1228'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
MB1228
MB1228 STATION RECOVERY (1971)
MB1228
MB1228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
MB1228'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2255592.25
|
503265.03125
|
0101000020960E000026C14030743541414130C8CD81B71E41
|
true
|
2012-07-23 10:42:00 -0400
|
false
|
41.04333333333333333333
|
-81.45916666666666666667
|
-81.4591666666666
|
41.0433333333332
|
2255592.37697615
|
503264.450958971
|
687505.931514194
|
153395.311442901
|
697
|
697
|
SAND A C OF A
|
MB1358
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
SAND A
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2012 UNABLE TO LOCATE SCE - 2015 UNABLE TO LOCATE SUMMIT COUNTY SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
7
|
40.64029
|
N
|
81
|
35
|
14.82839
|
W
|
ADJUSTED
|
-33.71
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
162671.222
|
676622.675
|
0.99993969
|
+
|
0
|
35
|
58.2
|
|
MT
|
|
|
|
|
298.63
|
979.76
|
ADJUST
|
|
-0.26
|
DEFLEC90
|
|
|
|
|
980182.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
SAND (ACS) A IS NORTH OF THE STATION AT THE INTERSECTION OF SAND RUN
ROAD AND OVERWOOD ROAD.
THE MARK IS 16.5 FEET EAST OF THE CENTER OF THE INTERSECTION, 40.2
FEET NORTHWEST OF A POWER POLE, 30
FEET NORTH OF A SIGN OVERWOOD ROAD AND SAND RUN ROAD AND
46.5 FEET SOUTH OF POWER POLE NO 43961. IT IS A
CITY OF AKRON DISK STAMPED SAND A SET
IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
|
2015-12-21 00:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1358 ***********************************************************************
MB1358 DESIGNATION - SAND A C OF A
MB1358 PID - MB1358
MB1358 STATE/COUNTY- OH/SUMMIT
MB1358
MB1358 HORZ DATUM - NAD 83(1986)
MB1358 VERT DATUM - NAVD 88
MB1358
MB1358 POSITION - 41 07 40.64029(N) 081 35 14.82839(W) ADJUSTED
MB1358 83 minus 27 - +00.19252 -00.55669 ADJUSTED
MB1358
MB1358 HEIGHT - 298.630 (meters) 979.76 (feet) ADJUST
MB1358 88 minus 29 -0.20 ADJ UNCHK
MB1358 ***********************************************************************
MB1358
MB1358 LAPLACE CORR- -0.26 DEFLEC90
MB1358 GEOID HEIGHT- -33.71 GEOID90
MB1358 MODELED GRAV- 980,182.8 NAVD88
MB1358
MB1358
MB1358 HORZ ORDER - SECOND
MB1358 VERT ORDER - FIRST CLASS 2
MB1358
MB1358
MB1358.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1358.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1358.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1358.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1358
MB1358; North East Scale Converg.
MB1358;SPC OH N - 162,671.222 676,622.675 0.99993969 +0 35 58.2 MT
MB1358;UTM 17 - 4,553,127.782 450,689.911 0.99962992 -0 23 11.0 MT
MB1358
MB1358
MB1358
MB1358_STATION MARK IS A SURVEY DISK
MB1358_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1358_THE MARK IS STAMPED: SAND A
MB1358
MB1358 HISTORY - Year Condition Recov. By
MB1358 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1358 HISTORY - 1963 CITY OF AKRON OHIO
MB1358
MB1358 STATION DESCRIPTION
MB1358
MB1358'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1358'SAND (ACS) A IS NORTH OF THE STATION AT THE INTERSECTION OF SAND RUN
MB1358'ROAD AND OVERWOOD ROAD.
MB1358'THE MARK IS 16.5 FEET EAST OF THE CENTER OF THE INTERSECTION, 40.2
MB1358'FEET NORTHWEST OF A POWER POLE, 30
MB1358'FEET NORTH OF A SIGN OVERWOOD ROAD AND SAND RUN ROAD AND
MB1358'46.5 FEET SOUTH OF POWER POLE NO 43961. IT IS A
MB1358'CITY OF AKRON DISK STAMPED SAND A SET
MB1358'IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
MB1358'SURFACE OF A 3 FOOT SQUARE OF
MB1358'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1358'
|
|
|
|
|
|
|
|
|
|
|
|
2219885.25
|
533697.4375
|
0101000020960E0000AA07F11CB7EF4041864B915582492041
|
true
|
2012-07-26 08:58:00 -0400
|
false
|
41.12795563611111111111
|
-81.58745233055555555555
|
-81.5874523305556
|
41.1279556361109
|
2219886.22610565
|
533697.167124138
|
676622.674962352
|
162671.221881862
|
698
|
698
|
SAND B C OF A
|
MB1356
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
SAND B
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2014 UNABLE TO LOCATE SCE - 2015 UNABLE TO LOCATE SUMMIT COUNTY SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
7
|
23.899
|
N
|
81
|
35
|
15.00804
|
W
|
ADJUSTED
|
-33.7
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
162154.786
|
676623.888
|
0.99993961
|
+
|
0
|
35
|
58.1
|
|
MT
|
|
|
|
|
297.013
|
974.45
|
ADJUST
|
|
-0.31
|
DEFLEC90
|
|
|
|
|
980182.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
SAND (ACS) B IS SOUTH OF THE STATION AT THE INTERSECTION OF SAND RUN
ROAD AND WINSTON ROAD.
THE MARK IS 17 FEET EAST OF THE CENTER OF THE INTERSECTION, 28 FEET
SOUTHWEST OF SIGN WINSTON ROAD
AND SAND RUN ROAD AND 58.5 FEET SOUTH OF POWER POLE
NUMBER 31398. IT IS A CITY OF AKRON DISK STAMPED
SAND B SET IN THE TOP OF A 6 INCH
SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT
SQUARE OF CONCRETE AND COVERED WITH
A 9 INCH IRON COVER.
|
2015-12-21 00:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1356 ***********************************************************************
MB1356 DESIGNATION - SAND B C OF A
MB1356 PID - MB1356
MB1356 STATE/COUNTY- OH/SUMMIT
MB1356
MB1356 HORZ DATUM - NAD 83(1986)
MB1356 VERT DATUM - NAVD 88
MB1356
MB1356 POSITION - 41 07 23.89900(N) 081 35 15.00804(W) ADJUSTED
MB1356 83 minus 27 - +00.19264 -00.55729 ADJUSTED
MB1356
MB1356 HEIGHT - 297.013 (meters) 974.45 (feet) ADJUST
MB1356 88 minus 29 -0.20 ADJ UNCHK
MB1356 ***********************************************************************
MB1356
MB1356 LAPLACE CORR- -0.31 DEFLEC90
MB1356 GEOID HEIGHT- -33.70 GEOID90
MB1356 MODELED GRAV- 980,182.0 NAVD88
MB1356
MB1356
MB1356 HORZ ORDER - SECOND
MB1356 VERT ORDER - FIRST CLASS 2
MB1356
MB1356
MB1356.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1356.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1356.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1356.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1356
MB1356; North East Scale Converg.
MB1356;SPC OH N - 162,154.786 676,623.888 0.99993961 +0 35 58.1 MT
MB1356;UTM 17 - 4,552,611.561 450,682.240 0.99962993 -0 23 11.0 MT
MB1356
MB1356
MB1356
MB1356_STATION MARK IS A SURVEY DISK
MB1356_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1356_THE MARK IS STAMPED: SAND B
MB1356
MB1356 HISTORY - Year Condition Recov. By
MB1356 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1356 HISTORY - 1963 CITY OF AKRON OHIO
MB1356
MB1356 STATION DESCRIPTION
MB1356
MB1356'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1356'SAND (ACS) B IS SOUTH OF THE STATION AT THE INTERSECTION OF SAND RUN
MB1356'ROAD AND WINSTON ROAD.
MB1356'THE MARK IS 17 FEET EAST OF THE CENTER OF THE INTERSECTION, 28 FEET
MB1356'SOUTHWEST OF SIGN WINSTON ROAD
MB1356'AND SAND RUN ROAD AND 58.5 FEET SOUTH OF POWER POLE
MB1356'NUMBER 31398. IT IS A CITY OF AKRON DISK STAMPED
MB1356'SAND B SET IN THE TOP OF A 6 INCH
MB1356'SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT
MB1356'SQUARE OF CONCRETE AND COVERED WITH
MB1356'A 9 INCH IRON COVER.
MB1356'
|
|
|
|
|
|
|
|
|
|
|
|
2219890.5
|
532003.1875
|
0101000020960E0000A7EA5C1AB9EF4041D986F9A6453C2041
|
true
|
2014-05-14 10:13:00 -0400
|
false
|
41.12330527777777777778
|
-81.58750223333333333333
|
-81.5875022333334
|
41.1233052777776
|
2219890.20596059
|
532002.826122488
|
676623.888024564
|
162154.78571169
|
699
|
699
|
SAND C OF A
|
MB1357
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
SAND
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2012 GOOD SCE -2015 RECOVERED GOOD CONDITION SUMMIT COUNTY SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
33.48651
|
N
|
81
|
35
|
15.37741
|
W
|
ADJUSTED
|
-33.71
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
162450.426
|
676612.179
|
0.99993966
|
+
|
0
|
35
|
57.8
|
|
MT
|
|
|
|
|
305.561
|
1002.5
|
ADJUST
|
|
-0.26
|
DEFLEC90
|
|
|
|
|
980182.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
STATION IS ABOUT 4-3/4 MILES NORTHWEST OF DOWNTOWN AKRON, AT THE WEST
EDGE OF THE RIGHT-OF-WAY OF
SAND RUN ROAD AND IN THE 300 BLOCK OF SAND RUN ROAD. THE MARK IS
18.3 FEET WEST OF THE CENTERLINE OF
SAND RUN ROAD, 30.5 FEET NORTHEAST OF AN 18 INCH MAPLE
TREE, 32.5 FEET SOUTHEAST OF A 14 INCH MAPLE TREE
AND 84 FEET EAST OF THE SOUTHEAST
CORNER OF THE HOUSE AT 308 SAND RUN ROAD. IT IS A CITY OF AKRON
DISK STAMPED SAND SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
OF A 3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
SAND (ACS) A IS NORTH OF THE STATION AT THE INTERSECTION OF SAND RUN
ROAD AND OVERWOOD ROAD.
THE MARK IS 16.5 FEET EAST OF THE CENTER OF THE INTERSECTION, 40.2
FEET NORTHWEST OF A POWER POLE, 30
FEET NORTH OF A SIGN OVERWOOD ROAD AND SAND RUN ROAD AND
46.5 FEET SOUTH OF POWER POLE NO 43961. IT IS A
CITY OF AKRON DISK STAMPED SAND A SET
IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
SAND (ACS) B IS SOUTH OF THE STATION AT THE INTERSECTION OF SAND RUN
ROAD AND WINSTON ROAD.
THE MARK IS 17 FEET EAST OF THE CENTER OF THE INTERSECTION, 28 FEET
SOUTHWEST OF SIGN WINSTON ROAD
AND SAND RUN ROAD AND 58.5 FEET SOUTH OF POWER POLE
NUMBER 31398. IT IS A CITY OF AKRON DISK STAMPED
SAND B SET IN THE TOP OF A 6 INCH
SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT
SQUARE OF CONCRETE AND COVERED WITH
A 9 INCH IRON COVER.
HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
NOTE ADDED 2012 SCE- 9 INCH IRON COVER IS STAMPED "WATER".
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1357 ***********************************************************************
MB1357 DESIGNATION - SAND C OF A
MB1357 PID - MB1357
MB1357 STATE/COUNTY- OH/SUMMIT
MB1357
MB1357 HORZ DATUM - NAD 83(1986)
MB1357 VERT DATUM - NAVD 88
MB1357
MB1357 POSITION - 41 07 33.48651(N) 081 35 15.37741(W) ADJUSTED
MB1357 83 minus 27 - +00.19252 -00.55692 ADJUSTED
MB1357
MB1357 HEIGHT - 305.561 (meters) 1002.50 (feet) ADJUST
MB1357 88 minus 29 -0.20 ADJ UNCHK
MB1357 ***********************************************************************
MB1357
MB1357 LAPLACE CORR- -0.26 DEFLEC90
MB1357 GEOID HEIGHT- -33.71 GEOID90
MB1357 MODELED GRAV- 980,182.5 NAVD88
MB1357
MB1357
MB1357 HORZ ORDER - FIRST
MB1357 VERT ORDER - FIRST CLASS 2
MB1357
MB1357
MB1357.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1357.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1357.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1357.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1357
MB1357; North East Scale Converg.
MB1357;SPC OH N - 162,450.426 676,612.179 0.99993966 +0 35 57.8 MT
MB1357;UTM 17 - 4,552,907.268 450,675.622 0.99962994 -0 23 11.3 MT
MB1357
MB1357: Primary Azimuth Mark Grid Az
MB1357:SPC OH N - FIELD C OF A 016 49 53.2
MB1357:UTM 17 - FIELD C OF A 017 49 02.3
MB1357
MB1357|---------------------------------------------------------------------|
MB1357| Pid Reference Object Distance Geod. AZ |
MB1357| dddmmss.ss|
MB1357| MB1336 FIELD C OF A APPROX. 1.7 KM 0172551.0 |
MB1357| MB2919 AKRON ST PAULS EPIS CH SPIRE APPROX. 3.3 KM 1331221.4 |
MB1357| MB2886 AKRON WESTMINSTER PRESB SPIRE APPROX. 4.0 KM 1382125.9 |
MB1357| MB2882 AKRON CHRIST METH CHURCH SPIRE APPROX. 4.0 KM 1500832.9 |
MB1357| MB1356 SAND B C OF A 295.890 METERS 17820 |
MB1357|---------------------------------------------------------------------|
MB1357
MB1357_STATION MARK IS A SURVEY DISK
MB1357_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1357_THE MARK IS STAMPED: SAND
MB1357
MB1357 HISTORY - Year Condition Recov. By
MB1357 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1357 HISTORY - 1963 CITY OF AKRON OHIO
MB1357
MB1357 STATION DESCRIPTION
MB1357
MB1357'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1357'STATION IS ABOUT 4-3/4 MILES NORTHWEST OF DOWNTOWN AKRON, AT THE WEST
MB1357'EDGE OF THE RIGHT-OF-WAY OF
MB1357'SAND RUN ROAD AND IN THE 300 BLOCK OF SAND RUN ROAD. THE MARK IS
MB1357'18.3 FEET WEST OF THE CENTERLINE OF
MB1357'SAND RUN ROAD, 30.5 FEET NORTHEAST OF AN 18 INCH MAPLE
MB1357'TREE, 32.5 FEET SOUTHEAST OF A 14 INCH MAPLE TREE
MB1357'AND 84 FEET EAST OF THE SOUTHEAST
MB1357'CORNER OF THE HOUSE AT 308 SAND RUN ROAD. IT IS A CITY OF AKRON
MB1357'DISK STAMPED SAND SET IN THE
MB1357'TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
MB1357'OF A 3 FOOT SQUARE OF CONCRETE AND
MB1357'COVERED WITH A 9 INCH IRON COVER.
MB1357'
MB1357'SAND (ACS) A IS NORTH OF THE STATION AT THE INTERSECTION OF SAND RUN
MB1357'ROAD AND OVERWOOD ROAD.
MB1357'THE MARK IS 16.5 FEET EAST OF THE CENTER OF THE INTERSECTION, 40.2
MB1357'FEET NORTHWEST OF A POWER POLE, 30
MB1357'FEET NORTH OF A SIGN OVERWOOD ROAD AND SAND RUN ROAD AND
MB1357'46.5 FEET SOUTH OF POWER POLE NO 43961. IT IS A
MB1357'CITY OF AKRON DISK STAMPED SAND A SET
MB1357'IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
MB1357'SURFACE OF A 3 FOOT SQUARE OF
MB1357'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1357'
MB1357'SAND (ACS) B IS SOUTH OF THE STATION AT THE INTERSECTION OF SAND RUN
MB1357'ROAD AND WINSTON ROAD.
MB1357'THE MARK IS 17 FEET EAST OF THE CENTER OF THE INTERSECTION, 28 FEET
MB1357'SOUTHWEST OF SIGN WINSTON ROAD
MB1357'AND SAND RUN ROAD AND 58.5 FEET SOUTH OF POWER POLE
MB1357'NUMBER 31398. IT IS A CITY OF AKRON DISK STAMPED
MB1357'SAND B SET IN THE TOP OF A 6 INCH
MB1357'SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT
MB1357'SQUARE OF CONCRETE AND COVERED WITH
MB1357'A 9 INCH IRON COVER.
MB1357'
MB1357'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
MB1357'
|
|
|
|
|
|
|
|
|
|
|
|
2219850.75
|
532972.9375
|
0101000020960E0000162515E5A5EF40416B37488CD9432041
|
true
|
2012-07-26 08:57:00 -0400
|
false
|
41.125968475
|
-81.58760483611111111111
|
-81.5876048361111
|
41.1259684749998
|
2219851.78970779
|
532972.773988468
|
676612.178727292
|
162450.426412521
|
701
|
701
|
SILVER A C OF A
|
MB1349
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2004 UNABLE TO LOCATE GBCHISTORY - 2012 UNABLE TO LOCATE SCE 2015 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
6
|
23.93735
|
N
|
81
|
35
|
5.32552
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
160307.613
|
676869.138
|
0.99993937
|
+
|
0
|
36
|
4.4
|
|
MT
|
|
|
|
|
300.08
|
984.51
|
ADJUST
|
|
-0.36
|
DEFLEC90
|
|
|
|
|
980179.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
SILVER (ACS) A IS LOCATED NEAR THE CENTER OF THE NORTH BOUND LANE OF
WHITE POND ROAD, AT THE
INTERSECTION OF WHITE POND ROAD AND PINE GROVE DRIVE. IT IS 40.3
FEET SOUTHWEST OF A POWER POLE,
24.5 FEET EAST OF A POWER POLE, AND 16.2 FEET NORTHWEST OF
A WATER METER COVER. IT IS A CITY OF AKRON
DISK STAMPED SILVER A, SET IN THE TOP
OF A 5 INCH CONCRETE SQUARE POST, 6 INCHES BELOW THE SURFACE
OF A 3 FOOT SQUARE OF CONCRETE,
WITH A 9 INCH IRON COVER.
REPORTED UNABLE TO LOCATE BY GBC
|
2012-05-03 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1349 ***********************************************************************
MB1349 DESIGNATION - SILVER A C OF A
MB1349 PID - MB1349
MB1349 STATE/COUNTY- OH/SUMMIT
MB1349
MB1349 HORZ DATUM - NAD 83(1986)
MB1349 VERT DATUM - NAVD 88
MB1349
MB1349 POSITION - 41 06 23.93735(N) 081 35 05.32552(W) ADJUSTED
MB1349 83 minus 27 - +00.19365 -00.55937 ADJUSTED
MB1349
MB1349 HEIGHT - 300.080 (meters) 984.51 (feet) ADJUST
MB1349 88 minus 29 -0.20 ADJ UNCHK
MB1349 ***********************************************************************
MB1349
MB1349 LAPLACE CORR- -0.36 DEFLEC90
MB1349 GEOID HEIGHT- -33.66 GEOID90
MB1349 MODELED GRAV- 980,179.7 NAVD88
MB1349
MB1349
MB1349 HORZ ORDER - SECOND
MB1349 VERT ORDER - FIRST CLASS 2
MB1349
MB1349
MB1349.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1349.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1349.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1349.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1349
MB1349; North East Scale Converg.
MB1349;SPC OH N - 160,307.613 676,869.138 0.99993937 +0 36 04.4 MT
MB1349;UTM 17 - 4,550,761.016 450,895.608 0.99962968 -0 23 04.2 MT
MB1349
MB1349
MB1349
MB1349_STATION MARK IS A SURVEY DISK
MB1349_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1349_THE MARK IS STAMPED: SILVER A
MB1349
MB1349 HISTORY - Year Condition Recov. By
MB1349 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1349 HISTORY - 1963 CITY OF AKRON OHIO
MB1349
MB1349 STATION DESCRIPTION
MB1349
MB1349'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1349'SILVER (ACS) A IS LOCATED NEAR THE CENTER OF THE NORTH BOUND LANE OF
MB1349'WHITE POND ROAD, AT THE
MB1349'INTERSECTION OF WHITE POND ROAD AND PINE GROVE DRIVE. IT IS 40.3
MB1349'FEET SOUTHWEST OF A POWER POLE,
MB1349'24.5 FEET EAST OF A POWER POLE, AND 16.2 FEET NORTHWEST OF
MB1349'A WATER METER COVER. IT IS A CITY OF AKRON
MB1349'DISK STAMPED SILVER A, SET IN THE TOP
MB1349'OF A 5 INCH CONCRETE SQUARE POST, 6 INCHES BELOW THE SURFACE
MB1349'OF A 3 FOOT SQUARE OF CONCRETE,
MB1349'WITH A 9 INCH IRON COVER.
MB1349'
|
|
|
|
|
|
|
|
|
|
|
|
2220694.0
|
525941.9375
|
0101000020960E000029BC1D6A4BF140412A37B41FED0C2041
|
true
|
2013-10-16 04:26:00 -0400
|
false
|
41.10664926388888888889
|
-81.58481264444444444444
|
-81.5848126444445
|
41.1066492638887
|
2220694.82903244
|
525942.56192181
|
676869.137627363
|
160307.613488979
|
702
|
702
|
SILVER C OF A
|
MB1350
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2013 UNKNOWN SCE -2018 UNKNOWN
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
32.0836
|
N
|
81
|
35
|
24.89745
|
W
|
ADJUSTED
|
-33.67
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
160554.11
|
676409.894
|
0.9999394
|
+
|
0
|
35
|
51.6
|
|
MT
|
|
|
|
|
336.545
|
1104.15
|
ADJUST
|
|
-0.36
|
DEFLEC90
|
|
|
|
|
980179.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED AT THE SITE OF THE STOCKBRIDGE ROAD STANDPIPE,
ABOUT 4-1/4 MILES NORTHWEST OF
DOWNTOWN AKRON, 0.55 MILE SOUTHWEST OF WEST MARKET STREET, 0.1 MILE
NORTHWEST OF THE AKRON, CANTON AND
YOUNGSTOWN RAILROAD TRACK. IT IS 64.5 FEET SOUTH OF
THE SOUTH SIDE OF THE STANDPIPE, 17.9 FEET NORTHEAST
OF A 6 INCH OAK TREE, AND 69 FEET
WEST OF A POWER POLE. IT IS A CITY OF AKRON DISK STAMPED SILVER, SET
IN THE TOP OF AN IRREGULAR MASS
OF CONCRETE, 5 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND WITH A 9 INCH IRON
COVER.
HEIGHT OF LIGHT ABOVE STATION MARK 30.48 METERS.
RECOVERY NOTE 2013-COULD SEE MONUMENT BOX INSIDE FENCED AREA AROUND STANDPIPE BUT COULD NOT GAIN ACCESS TO AREA.
|
2018-01-09 00:00:00 -0500
|
SCE
|
Fair
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1350 ***********************************************************************
MB1350 DESIGNATION - SILVER C OF A
MB1350 PID - MB1350
MB1350 STATE/COUNTY- OH/SUMMIT
MB1350
MB1350 HORZ DATUM - NAD 83(1986)
MB1350 VERT DATUM - NAVD 88
MB1350
MB1350 POSITION - 41 06 32.08360(N) 081 35 24.89745(W) ADJUSTED
MB1350 83 minus 27 - +00.19299 -00.55887 ADJUSTED
MB1350
MB1350 HEIGHT - 336.545 (meters) 1104.15 (feet) ADJUST
MB1350 88 minus 29 -0.20 ADJ UNCHK
MB1350 ***********************************************************************
MB1350
MB1350 LAPLACE CORR- -0.36 DEFLEC90
MB1350 GEOID HEIGHT- -33.67 GEOID90
MB1350 MODELED GRAV- 980,179.8 NAVD88
MB1350
MB1350
MB1350 HORZ ORDER - FIRST
MB1350 VERT ORDER - FIRST CLASS 2
MB1350
MB1350
MB1350.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1350.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1350.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1350.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1350
MB1350; North East Scale Converg.
MB1350;SPC OH N - 160,554.110 676,409.894 0.99993940 +0 35 51.6 MT
MB1350;UTM 17 - 4,551,015.298 450,440.814 0.99963023 -0 23 17.1 MT
MB1350
MB1350: Primary Azimuth Mark Grid Az
MB1350:SPC OH N - SILVER A C OF A 118 13 27.9
MB1350:UTM 17 - SILVER A C OF A 119 12 36.6
MB1350
MB1350|---------------------------------------------------------------------|
MB1350| Pid Reference Object Distance Geod. AZ |
MB1350| dddmmss.ss|
MB1350| MB1349 SILVER A C OF A APPROX. 0.5 KM 1184919.5 |
MB1350|---------------------------------------------------------------------|
MB1350
MB1350_STATION MARK IS A SURVEY DISK
MB1350_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1350_THE MARK IS STAMPED: SILVER
MB1350
MB1350 HISTORY - Year Condition Recov. By
MB1350 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1350 HISTORY - 1963 CITY OF AKRON OHIO
MB1350
MB1350 STATION DESCRIPTION
MB1350
MB1350'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1350'THE STATION IS LOCATED AT THE SITE OF THE STOCKBRIDGE ROAD STANDPIPE,
MB1350'ABOUT 4-1/4 MILES NORTHWEST OF
MB1350'DOWNTOWN AKRON, 0.55 MILE SOUTHWEST OF WEST MARKET STREET, 0.1 MILE
MB1350'NORTHWEST OF THE AKRON, CANTON AND
MB1350'YOUNGSTOWN RAILROAD TRACK. IT IS 64.5 FEET SOUTH OF
MB1350'THE SOUTH SIDE OF THE STANDPIPE, 17.9 FEET NORTHEAST
MB1350'OF A 6 INCH OAK TREE, AND 69 FEET
MB1350'WEST OF A POWER POLE. IT IS A CITY OF AKRON DISK STAMPED SILVER, SET
MB1350'IN THE TOP OF AN IRREGULAR MASS
MB1350'OF CONCRETE, 5 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF
MB1350'CONCRETE AND WITH A 9 INCH IRON
MB1350'COVER.
MB1350'
MB1350'HEIGHT OF LIGHT ABOVE STATION MARK 30.48 METERS.
MB1350'
|
|
|
|
|
|
|
|
|
|
|
|
2219188.5
|
526751.75
|
0101000020960E000068793F105AEE40412309F58C3E132041
|
true
|
2013-11-27 02:27:00 -0500
|
false
|
41.10891211111111111111
|
-81.59024929166666666666
|
-81.5902492916667
|
41.108912111111
|
2219188.12693708
|
526751.275306974
|
676409.89391021
|
160554.10982177
|
703
|
703
|
SOMOGY C OF A
|
MB1250
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1967 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
37.73952
|
N
|
81
|
29
|
32.84001
|
W
|
ADJUSTED
|
-33.57
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153416.1
|
684706.743
|
0.99993923
|
+
|
0
|
39
|
42.9
|
|
MT
|
|
|
|
|
353.653
|
1160.28
|
ADJUST
|
|
-0.47
|
DEFLEC90
|
|
|
|
|
980172.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 2-3/4 MILES SOUTHEST OF DOWNTOWN AKRON, ABOUT
300 FEET WEST OF THE
INTERSECTION OF SOUTH ARLINGTON STREET AND GEORGIA AVENUE AND JUST
SOUTH OF THE AKRON MUNICIPAL
GEORGIA AVENUE STANDPIPE. IT IS 59 FEET SOUTH OF THE STANDPIPE, 50
FEET NORTH OF THE CENTERLINE OF
GEORGIA AVENUE, 90 FEET WEST OF THE NORTHWEST CORNER OF THE
HOUSE AT 965 GEORGIA AVENUE AND 37 FEET
NORTH-NORTHEAST OF TELEPHONE POLE NUMBER 14652.
THE MARK IS A CITY OF AKRON DISK STAMPED SOMOGY SET IN THE
TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH
IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 300 FEET WEST ALONG GEORGIA AVENUE FROM ITS
INTERSECTION WITH SOUTH ARLINGTON STREET, JUST SOUTH OF THE
AKRON MUNICIPAL GEORGIA AVENUE STANDPIPE, 82 FEET WEST OF
THE SOUTHWEST CORNER OF A HOUSE AT 965 GEORGIA AVENUE, 59
FEET SOUTH OF THE STANDPIPE, 50 FEET NORTH OF THE CENTER LINE
OF GEORGIA AVENUE, 37 FEET NORTH-NORTHEAST OF POWER LINE POLE
NO. 14652, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
LEVEL OF THE GROUND AND ACCESS TO WHICH IS HAD THROUGH A 9 INCH
CAST IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
RECOVERED AS DESCRIBED.
|
2018-09-04 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1250 ***********************************************************************
MB1250 DESIGNATION - SOMOGY C OF A
MB1250 PID - MB1250
MB1250 STATE/COUNTY- OH/SUMMIT
MB1250
MB1250 HORZ DATUM - NAD 83(1986)
MB1250 VERT DATUM - NAVD 88
MB1250
MB1250 POSITION - 41 02 37.73952(N) 081 29 32.84001(W) ADJUSTED
MB1250 83 minus 27 - +00.20119 -00.57993 ADJUSTED
MB1250
MB1250 HEIGHT - 353.653 (meters) 1160.28 (feet) ADJUST
MB1250 88 minus 29 -0.19 ADJ UNCHK
MB1250 ***********************************************************************
MB1250
MB1250 LAPLACE CORR- -0.47 DEFLEC90
MB1250 GEOID HEIGHT- -33.57 GEOID90
MB1250 MODELED GRAV- 980,172.5 NAVD88
MB1250
MB1250
MB1250 HORZ ORDER - FIRST
MB1250 VERT ORDER - FIRST CLASS 2
MB1250
MB1250
MB1250.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1250.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1250.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1250.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1250
MB1250; North East Scale Converg.
MB1250;SPC OH N - 153,416.100 684,706.743 0.99993923 +0 39 42.9 MT
MB1250;UTM 17 - 4,543,737.927 458,611.102 0.99962108 -0 19 24.1 MT
MB1250
MB1250: Primary Azimuth Mark Grid Az
MB1250:SPC OH N - AKRON MUN APT GOODYEAR HGR BCN 121 53 04.3
MB1250:UTM 17 - AKRON MUN APT GOODYEAR HGR BCN 122 52 11.3
MB1250
MB1250|---------------------------------------------------------------------|
MB1250| Pid Reference Object Distance Geod. AZ |
MB1250| dddmmss.ss|
MB1250| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 2.3 KM 1223247.2 |
MB1250| MB2897 AKRON RADIO STA WAKR SW MAST APPROX. 2.6 KM 2003329.1 |
MB1250| MB2894 AKRON RADIO STA WAKR NW MAST APPROX. 2.6 KM 2015547.6 |
MB1250|---------------------------------------------------------------------|
MB1250
MB1250_STATION MARK IS A SURVEY DISK
MB1250_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1250_THE MARK IS STAMPED: SOMOGY
MB1250
MB1250 HISTORY - Year Condition Recov. By
MB1250 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1250 HISTORY - 1963 CITY OF AKRON OHIO
MB1250 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1250 HISTORY - 1967 GOOD NATIONAL GEODETIC SURVEY
MB1250
MB1250 STATION DESCRIPTION
MB1250
MB1250'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1250'THE STATION IS ABOUT 2-3/4 MILES SOUTHEST OF DOWNTOWN AKRON, ABOUT
MB1250'300 FEET WEST OF THE
MB1250'INTERSECTION OF SOUTH ARLINGTON STREET AND GEORGIA AVENUE AND JUST
MB1250'SOUTH OF THE AKRON MUNICIPAL
MB1250'GEORGIA AVENUE STANDPIPE. IT IS 59 FEET SOUTH OF THE STANDPIPE, 50
MB1250'FEET NORTH OF THE CENTERLINE OF
MB1250'GEORGIA AVENUE, 90 FEET WEST OF THE NORTHWEST CORNER OF THE
MB1250'HOUSE AT 965 GEORGIA AVENUE AND 37 FEET
MB1250'NORTH-NORTHEAST OF TELEPHONE POLE NUMBER 14652.
MB1250'THE MARK IS A CITY OF AKRON DISK STAMPED SOMOGY SET IN THE
MB1250'TOP OF A 6 INCH SQUARE
MB1250'CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF
MB1250'CONCRETE AND COVERED WITH A 9 INCH
MB1250'IRON COVER.
MB1250'
MB1250
MB1250 STATION RECOVERY (1964)
MB1250
MB1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1250'AT AKRON, ABOUT 300 FEET WEST ALONG GEORGIA AVENUE FROM ITS
MB1250'INTERSECTION WITH SOUTH ARLINGTON STREET, JUST SOUTH OF THE
MB1250'AKRON MUNICIPAL GEORGIA AVENUE STANDPIPE, 82 FEET WEST OF
MB1250'THE SOUTHWEST CORNER OF A HOUSE AT 965 GEORGIA AVENUE, 59
MB1250'FEET SOUTH OF THE STANDPIPE, 50 FEET NORTH OF THE CENTER LINE
MB1250'OF GEORGIA AVENUE, 37 FEET NORTH-NORTHEAST OF POWER LINE POLE
MB1250'NO. 14652, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
MB1250'LEVEL OF THE GROUND AND ACCESS TO WHICH IS HAD THROUGH A 9 INCH
MB1250'CAST IRON COVER MARKED AKRON SURVEY 1963.
MB1250
MB1250 STATION RECOVERY (1967)
MB1250
MB1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
MB1250'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2246409.0
|
503332.3125
|
0101000020960E0000659E475A842341412EA8909F92B81E41
|
true
|
2012-07-23 10:48:00 -0400
|
false
|
41.04381653333333333333
|
-81.49245555833333333333
|
-81.4924555583333
|
41.0438165333332
|
2246408.70531063
|
503332.65582526
|
684706.742792166
|
153416.100327723
|
704
|
704
|
SOUTH C OF A
|
MB1224
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1967 COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
14.64784
|
N
|
81
|
28
|
6.73618
|
W
|
ADJUSTED
|
-33.54
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
150876.689
|
686747.785
|
0.99993947
|
+
|
0
|
40
|
39.4
|
|
MT
|
|
|
|
|
361.649
|
1186.51
|
ADJUST
|
|
-0.61
|
DEFLEC90
|
|
|
|
|
980168.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DOWNTOWN AKRON, AT
THE NORTH END OF A GARAGE
AT 1649 WOODS ROAD. IT IS A CITY OF AKRON DISK STAMPED SOUTH, SET IN
THE TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 4 INCHES UNDER A 3 FOOT SQUARE OF
CONCRETE WITH A 9 INCH IRON MANHOLE COVER
THAT IS 12 INCHES UNDERGROUND. IT IS 25.3
FEET NORTHWEST OF THE NORTHEAST CORNER OF A GARAGE, 26 FEET
SOUTHWEST OF THE SOUTHWEST CORNER
OF A FRAME HOUSE, 17 FEET NORTH OF A 10 INCH TWIN TRUNKED PEAR TREE,
20.3 FEET NORTHEAST OF THE
NORTHWEST CORNER OF AN OUTHOUSE, 39.6 FEET WEST OF A POWER POLE.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
HIGHWAY 241, GO SOUTH ON STATE
HIGHWAY 241 (MASSILLON ROAD) FOR 0.5 MILE TO A SIDE ROAD RIGHT.
TURN RIGHT AND GO WEST ON WOODS ROAD
FOR 0.25 MILE TO THE TOP OF A GRADE AND A DRIVEWAY
ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE DRIVEWAY
FOR ABOUT 200 FEET TO THE NORTH END
OF A GARAGE AND THE STATION.
HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, IN THE SOUTHERN PART OF THE CITY, 0.5 MILE SOUTH ALONG
STATE HIGHWAY 241 FROM THE JUNCTION OF U.S. HIGHWAY 224, THENCE
0.25 MILE WEST ALONG WOODS ROAD, ABOUT 200 FEET NORTH ALONG A
PRIVATE DRIVEWAY FROM THE CENTER LINE OF WOODS ROAD, 39.6 FEET
WEST-SOUTHWEST OF A POWER LINE POLE, 25.8 FEET SOUTHWEST OF THE
SOUTHWEST CORNER OF A FRAME HOUSE, 25.3 FEET NORTHWEST OF THE
NORTHEAST CORNER OF GARAGE FOR HOUSE NO. 1649, 17.4 FEET NORTHEAST
OF THE NORTHEAST CORNER OF AN OUTHOUSE, 17 1/2 FEET NORTH OF A
10-INCH TWIN TRUNKED PEAR TREE, 1 FOOT BELOW THE LEVEL OF THE
GROUND AND SET IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS
HAD THROUGH 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE 1963 DESCRIPTION IS GOOD.
|
2021-06-04 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1224 ***********************************************************************
MB1224 DESIGNATION - SOUTH C OF A
MB1224 PID - MB1224
MB1224 STATE/COUNTY- OH/SUMMIT
MB1224
MB1224 HORZ DATUM - NAD 83(1986)
MB1224 VERT DATUM - NAVD 88
MB1224
MB1224 POSITION - 41 01 14.64784(N) 081 28 06.73618(W) ADJUSTED
MB1224 83 minus 27 - +00.20281 -00.58617 ADJUSTED
MB1224
MB1224 HEIGHT - 361.649 (meters) 1186.51 (feet) ADJUST
MB1224 88 minus 29 -0.19 ADJ UNCHK
MB1224 ***********************************************************************
MB1224
MB1224 LAPLACE CORR- -0.61 DEFLEC90
MB1224 GEOID HEIGHT- -33.54 GEOID90
MB1224 MODELED GRAV- 980,168.4 NAVD88
MB1224
MB1224
MB1224 HORZ ORDER - FIRST
MB1224 VERT ORDER - FIRST CLASS 2
MB1224
MB1224
MB1224.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1224.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1224.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1224.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1224
MB1224; North East Scale Converg.
MB1224;SPC OH N - 150,876.689 686,747.785 0.99993947 +0 40 39.4 MT
MB1224;UTM 17 - 4,541,164.619 460,607.541 0.99961910 -0 18 27.1 MT
MB1224
MB1224: Primary Azimuth Mark Grid Az
MB1224:SPC OH N - AKRON GEORGIA AVE MUN SPIPE 321 30 09.3
MB1224:UTM 17 - AKRON GEORGIA AVE MUN SPIPE 322 29 15.8
MB1224
MB1224|---------------------------------------------------------------------|
MB1224| Pid Reference Object Distance Geod. AZ |
MB1224| dddmmss.ss|
MB1224| MB2897 AKRON RADIO STA WAKR SW MAST APPROX. 2.9 KM 2715652.2 |
MB1224| MB2894 AKRON RADIO STA WAKR NW MAST APPROX. 3.0 KM 2725614.0 |
MB1224| MB2701 AKRON GEORGIA AVE MUN SPIPE APPROX. 3.3 KM 3221048.7 |
MB1224| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 1.4 KM 3552440.5 |
MB1224|---------------------------------------------------------------------|
MB1224
MB1224_STATION MARK IS A SURVEY DISK
MB1224_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1224_THE MARK IS STAMPED: SOUTH
MB1224
MB1224 HISTORY - Year Condition Recov. By
MB1224 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1224 HISTORY - 1963 CITY OF AKRON OHIO
MB1224 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1224 HISTORY - 1967 COAST AND GEODETIC SURVEY
MB1224
MB1224 STATION DESCRIPTION
MB1224
MB1224'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1224'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF DOWNTOWN AKRON, AT
MB1224'THE NORTH END OF A GARAGE
MB1224'AT 1649 WOODS ROAD. IT IS A CITY OF AKRON DISK STAMPED SOUTH, SET IN
MB1224'THE TOP OF A 6 INCH SQUARE
MB1224'CONCRETE POST THAT IS 4 INCHES UNDER A 3 FOOT SQUARE OF
MB1224'CONCRETE WITH A 9 INCH IRON MANHOLE COVER
MB1224'THAT IS 12 INCHES UNDERGROUND. IT IS 25.3
MB1224'FEET NORTHWEST OF THE NORTHEAST CORNER OF A GARAGE, 26 FEET
MB1224'SOUTHWEST OF THE SOUTHWEST CORNER
MB1224'OF A FRAME HOUSE, 17 FEET NORTH OF A 10 INCH TWIN TRUNKED PEAR TREE,
MB1224'20.3 FEET NORTHEAST OF THE
MB1224'NORTHWEST CORNER OF AN OUTHOUSE, 39.6 FEET WEST OF A POWER POLE.
MB1224'
MB1224'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 224 AND STATE
MB1224'HIGHWAY 241, GO SOUTH ON STATE
MB1224'HIGHWAY 241 (MASSILLON ROAD) FOR 0.5 MILE TO A SIDE ROAD RIGHT.
MB1224'TURN RIGHT AND GO WEST ON WOODS ROAD
MB1224'FOR 0.25 MILE TO THE TOP OF A GRADE AND A DRIVEWAY
MB1224'ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE DRIVEWAY
MB1224'FOR ABOUT 200 FEET TO THE NORTH END
MB1224'OF A GARAGE AND THE STATION.
MB1224'
MB1224'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
MB1224'
MB1224
MB1224 STATION RECOVERY (1964)
MB1224
MB1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1224'AT AKRON, IN THE SOUTHERN PART OF THE CITY, 0.5 MILE SOUTH ALONG
MB1224'STATE HIGHWAY 241 FROM THE JUNCTION OF U.S. HIGHWAY 224, THENCE
MB1224'0.25 MILE WEST ALONG WOODS ROAD, ABOUT 200 FEET NORTH ALONG A
MB1224'PRIVATE DRIVEWAY FROM THE CENTER LINE OF WOODS ROAD, 39.6 FEET
MB1224'WEST-SOUTHWEST OF A POWER LINE POLE, 25.8 FEET SOUTHWEST OF THE
MB1224'SOUTHWEST CORNER OF A FRAME HOUSE, 25.3 FEET NORTHWEST OF THE
MB1224'NORTHEAST CORNER OF GARAGE FOR HOUSE NO. 1649, 17.4 FEET NORTHEAST
MB1224'OF THE NORTHEAST CORNER OF AN OUTHOUSE, 17 1/2 FEET NORTH OF A
MB1224'10-INCH TWIN TRUNKED PEAR TREE, 1 FOOT BELOW THE LEVEL OF THE
MB1224'GROUND AND SET IN THE TOP OF A CONCRETE POST ACCESS TO WHICH IS
MB1224'HAD THROUGH 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
MB1224
MB1224 STATION RECOVERY (1967)
MB1224
MB1224'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
MB1224'STATION RECOVERED IN GOOD CONDITION. THE 1963 DESCRIPTION IS GOOD.
MB1224'
|
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|
|
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2253105.5
|
495001.71875
|
0101000020960E0000EE6F1A83983041413CC89C1365361E41
|
true
|
2012-05-03 10:33:00 -0400
|
false
|
41.02073551111111111111
|
-81.46853782777777777778
|
-81.4685378277778
|
41.020735511111
|
2253105.0242443
|
495001.269152764
|
686747.784885232
|
150876.688591124
|
705
|
705
|
SPORTS RESET
|
MB1226
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1951 COAST AND GEODETIC SURVEY
HISTORY - 1962 COAST AND GEODETIC SURVEY
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1967 COAST AND GEODETIC SURVEY
HISTORY - 1975 NATIONAL GEODETIC SURVEY
HISTORY - 1976 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1977 NATIONAL GEODETIC SURVEY
HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
11.38368
|
N
|
81
|
27
|
26.0316
|
W
|
ADJUSTED
|
-33.57
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
152637.979
|
687677.74
|
0.99993929
|
+
|
0
|
41
|
6.2
|
|
MT
|
|
|
|
|
360.485
|
1182.69
|
ADJUST
|
|
-0.56
|
DEFLEC90
|
|
|
|
|
980169.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
LOCATED IN THE S EDGE OF THE CITY OF AKRON AND ON THE E EDGE OF THE
AKRON AIRPORT. IT IS ON A
PROMINENT BLUFF THAT OVERLOOKS THE AIRPORT, 90 FEET W
OF THE APPROXIMATE CENTER
LINE OF THE S-BOUND TRAFFIC LANE OF
U.S. HIGHWAY 224. THE DISK IS STAMPED
SPORTS 1943.
SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
DISKS SET IN
CONCRETE.
REFERENCE MARK 1 IS 76.51 FEET N OF THE STATION, 90 FEET W
OF THE APPROXIMATE
CENTER LINE OF THE S-BOUND TRAFFIC LANE OF U.S.
HIGHWAY 224, AND 10 FEET E OF THE E
EDGE OF THE AIRPORT. THE DISK
IS STAMPED SPORTS NO 1 1943 WITH ARROW POINTING TO
STATION.
REFERENCE MARK 2 IS 115.11 FEET S OF THE STATION, ABOUT 90
FEET W OF THE
APPROXIMATE CENTER LINE OF THE S-BOUND TRAFFIC LANE
OF U.S. HIGHWAY 224, AND 10 FEET
E OF THE E EDGE OF THE AIRPORT.
THE DISK IS STAMPED SPORTS NO 2 1943 WITH ARROW
POINTING TO THE
STATION.
AZIMUTH MARK IS 0.5 MILE N OF THE STATION, 82.5 FEET E OF THE
FULMER AVENUE
CONCRETE POST MARKER, 22.6 FEET N OF THE CENTER LINE
OF THE W-BOUND TRAFFIC LANE OF
U.S. HIGHWAY 224, AND 2.4 FEET W OF
POWER-TRANSMISSION LINE POLE 31642. THE DISK IS
STAMPED SPORTS
1943.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON U.S.
HIGHWAY 224 AND
STATE HIGHWAY 241 FOR 0.5 MILE TO THE MARK ON THE
RIGHT.
TO REACH THE STATION FROM THE JUNCTION OF MAIN AND MARKET
STREETS IN THE
CITY OF AKRON, GO E ON MARKET STREET (STATE HIGHWAYS
241 AND 8) FOR 3.3 MILES, THENCE
S ON STATE HIGHWAY 241 FOR 1.3
MILES TO THE TRAFFIC CIRCLE IN FRONT OF THE AIR
DEPOT AND JUNCTION
OF U.S. HIGHWAY 224, FROM HERE GO E ON HIGHWAY 224 FOR 0.8 MILE TO
THE SUMMIT OF
THE HILL AND STATION ON THE RIGHT.
HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 RECOVERED AS
DESCRIBED AND FOUND IN GOOD
CONDITION. REFERENCE MARK NO. 1 WAS DESTROYED AND A NEW REFERENCE
MARK NO. 3 WAS ESTABLISHED AT THIS
TIME BY THIS PARTY.
FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF AKRON ABOUT 0.5
MILE NORTHEAST OF THE GOODYEAR
HANGAR AND ABOUT HALFWAY BETWEEN THE AKRON RUBBER BOWL AND DERBY
DOWNS (SOAP BOX RACE TRACK) ON
THE WEST SIDE OF STATE HIGHWAY NO. 241. IT IS 77 FEET WEST OF
THE WEST CURBING OF STATE HIGHWAY NO. 241.
THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
STAMPED SPORTS 1943. (NOTES 1A AND 7A)
REFERENCE MARK NO 2 IS 115.11 FEET SOUTHWEST OF THE STATION, 85 FEET
WEST OF THE WEST CURBING OF
STATE HIGHWAY NO. 241 AND 7 FEET EAST OF SHARP DROP OFF. THE MARK
PROJECTS ABOUT 2 INCHES AND THE DISK
STAMPED SPORTS NO 2 1943. (NOTE 11A)
REFERENCE MARK NO 3 IS 78.73 FEET EAST OF THE STATION, 1 FOOT WEST OF
THE WEST CURBING OF STATE
HIGHWAY NO. 241. THE MARK IS SET FLUSH WITH THE GROUND SURFACE AND
THE DISK STAMPED SPORTS NO 3 1943.
(NOTE 11A)
THE AZIMUTH MARK IS ABOUT 0.5 MILE AIRLINE NORTH OF THE STATION, 2
FEET NORTH OF NORTH CURBING
OF STATE HIGHWAY NO. 241 AND 2 FEET WEST OF TELEPHONE POLE. THE MARK
PROJECTS ABOUT 2 INCHES AND THE
DISK STAMPED SPORTS 1943. (NOTE 16A)
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
STATE HIGHWAY NO. 241 IN THE
SOUTHEAST EDGE OF AKRON, GO NORTH ON STATE HIGHWAY NO. 241 FOR 0.7
MILE TO THE STATION ON THE WEST SIDE
AS DESCRIBED.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
NO. 241 FOR 0.5 MILE TO TRAFFIC
CIRCLE, BEAR LEFT AND CONTINUE WEST FOR 0.1 MILE TO THE MARK ON THE
RIGHT AS DESCRIBED.
HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
CONDITION.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE RECOVERED
AND FOUND IN GOOD CONDITION.
THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE .07 FOOT SHORTER
THAN PREVIOUSLY MEASURED. THE
DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE .02 FOOT SHORTER
THAN PREVIOUSLY MEASURED. THE DIRECTION TO
REFERENCE MARK 2 CHECKED. THE DIRECTION TO
REFERENCE MARK 3 CHECKED. THE DIRECTION TO THE AZIMUTH MARK
DID NOT CHECK BY 7.8 SECONDS. THE
DESCRIPTIONS ARE ADEQUATE.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.3 MILE EAST ALONG TRIPLETT BLVD FROM THE
ADMINISTRATION BUILDING AT THE AKRON AIRPORT, THENCE 0.6 MILE
SOUTH ALONG STATE HIGHWAY 241, ABOUT 0.1 MILE NORTHEAST OF THE
ENTRANCE TO DERBY DOWNS (SOAP BOX DERBY), ON THE TOP OF A BLUFF
AT THE SOUTHEAST SIDE OF AIRPORT, 76.5 FEET NORTHWEST OF THE
NORTHWEST CURB LINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY,
32 FEET EAST OF A 6 INCH MAPLE TREE WITH A BLAZE, 1 FOOT BELOW
THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
STATION, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN GOOD
CONDITION. THE
1951 RECOVERY NOTE IS GOOD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
THE UNDERGROUND STATION MARK, REFERENCE MARKS 2 AND 3 AND THE
AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE SURFACE STATION
MARK WAS FOUND DESTROYED BY GRADING. A NEW SURFACE STATION MARK
WAS SET HOLDING THE UNDERGROUND POINT. THE AZIMUTH MARK WAS
OBSTRUCTED BY TREES AND NO OTHER AZIMUTH OBJECTS WERE VISIBLE FROM
WHICH A NEW AZIMUTH MARK COULD BE SET AT THIS TIME. THE DIRECTION
BETWEEN THE REFERENCE MARKS CHECKED AS DID THE DISTANCES (1963).
A NEW DESCRIPTION FOLLOWS--
THE STATION IS LOCATED ON A PROMINENT BLUFF OVERLOOKING THE AKRON
AIRPORT, 44 FEET WEST OF THE NORTHWEST CORNER OF CONTROL TOWER, 46
FEET SOUTH OF A 14 INCH MAPLE TREE, 39 FEET SOUTHEAST OF A 12 INCH
MAPLE TREE, 95 FEET NORTHWEST OF A FIRE HYDRANT, 8 FEET SOUTHEAST
OF NORTH CORNER OF PAVED PARKING AREA AND 76 FEET NORTHWEST OF
THE NORTHWEST CURB OF GEORGE WASHINGTON BLVD. (OLD STATE ROUTE
241). THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SPORTS 1943
1975.
REFERENCE MARK 2 IS 39 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
PARKING LOT, 45 FEET SOUTHWEST OF A 12 INCH MAPLE TREE, 1 FOOT
NORTHEAST OF A METAL WITNESS POST, 9 FEET NORTHEAST OF A 12 INCH
MAPLE TREE AND 85 FEET NORTHWEST OF THE CURB. THE MONUMENT
PROJECTS 2 INCHES AND THE DISK IS STAMPED SPORTS NO 2 1943.
REFERENCE MARK 3 IS 47 FEET SOUTH OF THE SOUTH CORNER OF THE CONTROL
TOWER, 1 FOOT NORTHWEST OF THE CURB, 43 FEET SOUTHWEST OF FIRE
HYDRANT AND 65 FEET NORTHEAST OF THE CENTERLINE OF DRIVEWAY. THE
MONUMENT IS FLUSH AND THE DISK IS STAMPED SPORTS NO 3 1943.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTH EDGE OF
AKRON.
HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
SURFACE MARK DESTROYED.
A3. MARK OK. WITNESS POST SET.
REF MK NO. 1 PROB DESTROYED.
REF MK NO. 2 AND 3 OK.
DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MI S.E. OF
DOWNTOWN AKRON.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
THE STATION, AZIMUTH MARK, R.M. NO 2 AND R.M. NO 3 WERE RECOVERED
IN GOOD CONDITION. THE PREVIOUS TO REACH IS ADEQUATE WITH THE
FOLLOWING ADDITION ON THE PROPERTY ON WHICH THE AIRPORT CONTROL
TOWER IS LOCATED.
THE STATION MARK HAS EVIDENTLY BEEN RESET AS IT STAMPED SPORTS,
1943, 1976.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION MARK, REFERENCE MARK 2 AND 3, AND THE AZIMUTH
MARK WERE RECOVERED IN GOOD CONDITION. THE STATION MARK
HAD BEEN RESET IN 1975, HOLDING TO OLD POINT. THE
DISTANCE TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
THE 1975 DATA. THE DIRECTION BETWEEN REFERENCE MAR 2 AND
REFERENCE MARK 3 COMPARED. A G-MAST WAS USED AT THIS
STATION, THEREFORE, NO LINES WERE OBSERVED.
THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF STATE HIGHWAY
526, 0.6 MILE NORTH OF U.S. HIGHWAY 224, 90 FEET
WEST-SOUTHWEST OF STATE HIGHWAY 241 AND ABOUT HALFWAY
BETWEEN THE AKRON RUBBER BOWL AND DERBY DOWNS, ON PROPERTY
THAT IS OWNED BY THE CITY OF AKRON. PERMISSION WAS
OBTAINED FROM THE CITY ADMINISTRATION OF AKRON, PHONE
NUMBER 375-2286
TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 224 AND 241 IN THE
EAST EDGE OF AKRON, GO NORTHERLY ON STATE HIGHWAY 241 FOR 0.65
MILE TO THE STATION ON THE LEFT, ACROSS
MEDIAN BY THE AIRPORT CONTROL TOWER. TO REACH THE AZIMUTH MARK
CONTINUE AHEAD ON STATE HIGHWAY 241 FOR 0.65 MILE TO THE MARK
ON THE RIGHT, IN THE CURB.
STATION MARKS, STAMPED---SPORTS 1943 1975---, ARE STANDARD DISK
THE SURFACE DISK IS SET IN THE TOP OF A 8-INCH CYLINDRICAL
CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS
90 FEET WEST-SOUTHWEST
OF CENTER OF STATE HIGHWAY 241, 32 FEET EAST OF A 20-INCH OAK
TREE AND 3.5 FEET NORTHEAST OF THE PARKING LOT EDGE.
REFERENCE MARK 2, STAMPED---SPORTS NO 2 1943---,IS A STANDARD
DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
MONUMENT THAT PROJECTS 2 INCHES. IT IS 97 FEET WEST-SOUTHWEST
OF CENTER OF STATE HIGHWAY 241, 39 FEET SOUTH-SOUTHWEST OF A
FENCE AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
REFERENCE MARK 3, STAMPED---SPORTS NO 3 1943---, IS A STANDARD
DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS
14 FEET WEST OF THE CENTER OF STATE
HIGHWAY 241 AND 4 FEET EAST-SOUTHEAST OF A FENCE.
AZIMUTH MARK, STAMPED---SPORTS 1943---,IS A STANDARD DISK SET
IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
FLUSH WITH THE GROUND. IT IS 23 FEET
NORTH OF THE CENTER OF THE WEST BOUND LANE OF STATE HIGHWAY 241
AND 1.7 FEET EAST OF A METAL WITNENESS POST.
HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS.
THE AZIMUTH MARK IS NOT VISIBLE, GROUND TO GROUND, FROM
THE STATION.
DESCRIBED BY J.N. LEONHARDT.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
STATION, RM 2, RM 3, AND AZIMUTH MARK RECOVERED AS DESCRIBED IN GOOD
CONDITION. ALL MARKS ARE BENCH MARKS.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST SECTION
OF AKRON.
|
2012-05-06 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1226 ***********************************************************************
MB1226 DESIGNATION - SPORTS RESET
MB1226 PID - MB1226
MB1226 STATE/COUNTY- OH/SUMMIT
MB1226
MB1226 HORZ DATUM - NAD 83(1986)
MB1226 VERT DATUM - NAVD 88
MB1226
MB1226 POSITION - 41 02 11.38368(N) 081 27 26.03160(W) ADJUSTED
MB1226 83 minus 27 - +00.20344 -00.58615 ADJUSTED
MB1226
MB1226 HEIGHT - 360.485 (meters) 1182.69 (feet) ADJUST
MB1226 88 minus 29 -0.19 ADJ UNCHK
MB1226 ***********************************************************************
MB1226
MB1226 LAPLACE CORR- -0.56 DEFLEC90
MB1226 GEOID HEIGHT- -33.57 GEOID90
MB1226 MODELED GRAV- 980,169.2 NAVD88
MB1226
MB1226
MB1226 HORZ ORDER - FIRST
MB1226 VERT ORDER - FIRST CLASS 2
MB1226
MB1226
MB1226.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1226.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1226.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1226.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1226
MB1226; North East Scale Converg.
MB1226;SPC OH N - 152,637.979 687,677.740 0.99993929 +0 41 06.2 MT
MB1226;UTM 17 - 4,542,909.099 461,567.334 0.99961818 -0 18 00.7 MT
MB1226
MB1226: Primary Azimuth Mark Grid Az
MB1226:SPC OH N - SPORTS AZ MK 347 39 22.5
MB1226:UTM 17 - SPORTS AZ MK 348 38 29.4
MB1226
MB1226|---------------------------------------------------------------------|
MB1226| Pid Reference Object Distance Geod. AZ |
MB1226| dddmmss.ss|
MB1226| SPORTS RM 1 23.320 METERS 01243 |
MB1226| MB1227 SPORTS RM 3 23.989 METERS 10717 |
MB1226| MB1225 SPORTS RM 2 115.030 METERS 21827 |
MB1226| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 1.1 KM 2491340.2 |
MB1226| MB1228 SPORTS AZ MK 3482028.7 |
MB1226|---------------------------------------------------------------------|
MB1226
MB1226_STATION MARK IS A TRIANGULATION STATION DISK
MB1226_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1226_THE MARK IS STAMPED: SPORTS 1943
MB1226
MB1226 HISTORY - Year Condition Recov. By
MB1226 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1226 HISTORY - 1951 COAST AND GEODETIC SURVEY
MB1226 HISTORY - 1962 COAST AND GEODETIC SURVEY
MB1226 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB1226 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1226 HISTORY - 1967 COAST AND GEODETIC SURVEY
MB1226 HISTORY - 1975 NATIONAL GEODETIC SURVEY
MB1226 HISTORY - 1976 GOOD NATIONAL GEODETIC SURVEY
MB1226 HISTORY - 1977 NATIONAL GEODETIC SURVEY
MB1226 HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
MB1226
MB1226 STATION DESCRIPTION
MB1226
MB1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB1226'LOCATED IN THE S EDGE OF THE CITY OF AKRON AND ON THE E EDGE OF THE
MB1226'AKRON AIRPORT. IT IS ON A
MB1226'PROMINENT BLUFF THAT OVERLOOKS THE AIRPORT, 90 FEET W
MB1226'OF THE APPROXIMATE CENTER
MB1226'LINE OF THE S-BOUND TRAFFIC LANE OF
MB1226'U.S. HIGHWAY 224. THE DISK IS STAMPED
MB1226'SPORTS 1943.
MB1226'
MB1226'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
MB1226'DISKS SET IN
MB1226'CONCRETE.
MB1226'
MB1226'REFERENCE MARK 1 IS 76.51 FEET N OF THE STATION, 90 FEET W
MB1226'OF THE APPROXIMATE
MB1226'CENTER LINE OF THE S-BOUND TRAFFIC LANE OF U.S.
MB1226'HIGHWAY 224, AND 10 FEET E OF THE E
MB1226'EDGE OF THE AIRPORT. THE DISK
MB1226'IS STAMPED SPORTS NO 1 1943 WITH ARROW POINTING TO
MB1226'STATION.
MB1226'
MB1226'REFERENCE MARK 2 IS 115.11 FEET S OF THE STATION, ABOUT 90
MB1226'FEET W OF THE
MB1226'APPROXIMATE CENTER LINE OF THE S-BOUND TRAFFIC LANE
MB1226'OF U.S. HIGHWAY 224, AND 10 FEET
MB1226'E OF THE E EDGE OF THE AIRPORT.
MB1226'THE DISK IS STAMPED SPORTS NO 2 1943 WITH ARROW
MB1226'POINTING TO THE
MB1226'STATION.
MB1226'
MB1226'AZIMUTH MARK IS 0.5 MILE N OF THE STATION, 82.5 FEET E OF THE
MB1226'FULMER AVENUE
MB1226'CONCRETE POST MARKER, 22.6 FEET N OF THE CENTER LINE
MB1226'OF THE W-BOUND TRAFFIC LANE OF
MB1226'U.S. HIGHWAY 224, AND 2.4 FEET W OF
MB1226'POWER-TRANSMISSION LINE POLE 31642. THE DISK IS
MB1226'STAMPED SPORTS
MB1226'1943.
MB1226'
MB1226'TO REACH THE AZIMUTH MARK FROM THE STATION, GO N ON U.S.
MB1226'HIGHWAY 224 AND
MB1226'STATE HIGHWAY 241 FOR 0.5 MILE TO THE MARK ON THE
MB1226'RIGHT.
MB1226'
MB1226'TO REACH THE STATION FROM THE JUNCTION OF MAIN AND MARKET
MB1226'STREETS IN THE
MB1226'CITY OF AKRON, GO E ON MARKET STREET (STATE HIGHWAYS
MB1226'241 AND 8) FOR 3.3 MILES, THENCE
MB1226'S ON STATE HIGHWAY 241 FOR 1.3
MB1226'MILES TO THE TRAFFIC CIRCLE IN FRONT OF THE AIR
MB1226'DEPOT AND JUNCTION
MB1226'OF U.S. HIGHWAY 224, FROM HERE GO E ON HIGHWAY 224 FOR 0.8 MILE TO
MB1226'THE SUMMIT OF
MB1226'THE HILL AND STATION ON THE RIGHT.
MB1226'
MB1226'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
MB1226'
MB1226
MB1226 STATION RECOVERY (1951)
MB1226
MB1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWS)
MB1226'THE STATION, AZIMUTH MARK AND REFERENCE MARK NO. 2 RECOVERED AS
MB1226'DESCRIBED AND FOUND IN GOOD
MB1226'CONDITION. REFERENCE MARK NO. 1 WAS DESTROYED AND A NEW REFERENCE
MB1226'MARK NO. 3 WAS ESTABLISHED AT THIS
MB1226'TIME BY THIS PARTY.
MB1226'
MB1226'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
MB1226'
MB1226'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF AKRON ABOUT 0.5
MB1226'MILE NORTHEAST OF THE GOODYEAR
MB1226'HANGAR AND ABOUT HALFWAY BETWEEN THE AKRON RUBBER BOWL AND DERBY
MB1226'DOWNS (SOAP BOX RACE TRACK) ON
MB1226'THE WEST SIDE OF STATE HIGHWAY NO. 241. IT IS 77 FEET WEST OF
MB1226'THE WEST CURBING OF STATE HIGHWAY NO. 241.
MB1226'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK
MB1226'STAMPED SPORTS 1943. (NOTES 1A AND 7A)
MB1226'
MB1226'REFERENCE MARK NO 2 IS 115.11 FEET SOUTHWEST OF THE STATION, 85 FEET
MB1226'WEST OF THE WEST CURBING OF
MB1226'STATE HIGHWAY NO. 241 AND 7 FEET EAST OF SHARP DROP OFF. THE MARK
MB1226'PROJECTS ABOUT 2 INCHES AND THE DISK
MB1226'STAMPED SPORTS NO 2 1943. (NOTE 11A)
MB1226'
MB1226'REFERENCE MARK NO 3 IS 78.73 FEET EAST OF THE STATION, 1 FOOT WEST OF
MB1226'THE WEST CURBING OF STATE
MB1226'HIGHWAY NO. 241. THE MARK IS SET FLUSH WITH THE GROUND SURFACE AND
MB1226'THE DISK STAMPED SPORTS NO 3 1943.
MB1226'(NOTE 11A)
MB1226'
MB1226'THE AZIMUTH MARK IS ABOUT 0.5 MILE AIRLINE NORTH OF THE STATION, 2
MB1226'FEET NORTH OF NORTH CURBING
MB1226'OF STATE HIGHWAY NO. 241 AND 2 FEET WEST OF TELEPHONE POLE. THE MARK
MB1226'PROJECTS ABOUT 2 INCHES AND THE
MB1226'DISK STAMPED SPORTS 1943. (NOTE 16A)
MB1226'
MB1226'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
MB1226'STATE HIGHWAY NO. 241 IN THE
MB1226'SOUTHEAST EDGE OF AKRON, GO NORTH ON STATE HIGHWAY NO. 241 FOR 0.7
MB1226'MILE TO THE STATION ON THE WEST SIDE
MB1226'AS DESCRIBED.
MB1226'
MB1226'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
MB1226'NO. 241 FOR 0.5 MILE TO TRAFFIC
MB1226'CIRCLE, BEAR LEFT AND CONTINUE WEST FOR 0.1 MILE TO THE MARK ON THE
MB1226'RIGHT AS DESCRIBED.
MB1226'
MB1226'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
MB1226'
MB1226
MB1226 STATION RECOVERY (1962)
MB1226
MB1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (VES)
MB1226'THE STATION AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD
MB1226'CONDITION.
MB1226'
MB1226
MB1226 STATION RECOVERY (1963)
MB1226
MB1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB1226'THE STATION, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK WERE RECOVERED
MB1226'AND FOUND IN GOOD CONDITION.
MB1226'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE .07 FOOT SHORTER
MB1226'THAN PREVIOUSLY MEASURED. THE
MB1226'DISTANCE TO REFERENCE MARK 3 WAS FOUND TO BE .02 FOOT SHORTER
MB1226'THAN PREVIOUSLY MEASURED. THE DIRECTION TO
MB1226'REFERENCE MARK 2 CHECKED. THE DIRECTION TO
MB1226'REFERENCE MARK 3 CHECKED. THE DIRECTION TO THE AZIMUTH MARK
MB1226'DID NOT CHECK BY 7.8 SECONDS. THE
MB1226'DESCRIPTIONS ARE ADEQUATE.
MB1226'
MB1226
MB1226 STATION RECOVERY (1964)
MB1226
MB1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1226'AT AKRON, ABOUT 0.3 MILE EAST ALONG TRIPLETT BLVD FROM THE
MB1226'ADMINISTRATION BUILDING AT THE AKRON AIRPORT, THENCE 0.6 MILE
MB1226'SOUTH ALONG STATE HIGHWAY 241, ABOUT 0.1 MILE NORTHEAST OF THE
MB1226'ENTRANCE TO DERBY DOWNS (SOAP BOX DERBY), ON THE TOP OF A BLUFF
MB1226'AT THE SOUTHEAST SIDE OF AIRPORT, 76.5 FEET NORTHWEST OF THE
MB1226'NORTHWEST CURB LINE OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY,
MB1226'32 FEET EAST OF A 6 INCH MAPLE TREE WITH A BLAZE, 1 FOOT BELOW
MB1226'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
MB1226'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
MB1226
MB1226 STATION RECOVERY (1967)
MB1226
MB1226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (WMR)
MB1226'STATION, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN GOOD
MB1226'CONDITION. THE
MB1226'1951 RECOVERY NOTE IS GOOD.
MB1226'
MB1226
MB1226 STATION RECOVERY (1975)
MB1226
MB1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
MB1226'THE UNDERGROUND STATION MARK, REFERENCE MARKS 2 AND 3 AND THE
MB1226'AZIMUTH MARK WERE FOUND IN GOOD CONDITION. THE SURFACE STATION
MB1226'MARK WAS FOUND DESTROYED BY GRADING. A NEW SURFACE STATION MARK
MB1226'WAS SET HOLDING THE UNDERGROUND POINT. THE AZIMUTH MARK WAS
MB1226'OBSTRUCTED BY TREES AND NO OTHER AZIMUTH OBJECTS WERE VISIBLE FROM
MB1226'WHICH A NEW AZIMUTH MARK COULD BE SET AT THIS TIME. THE DIRECTION
MB1226'BETWEEN THE REFERENCE MARKS CHECKED AS DID THE DISTANCES (1963).
MB1226'A NEW DESCRIPTION FOLLOWS--
MB1226'
MB1226'THE STATION IS LOCATED ON A PROMINENT BLUFF OVERLOOKING THE AKRON
MB1226'AIRPORT, 44 FEET WEST OF THE NORTHWEST CORNER OF CONTROL TOWER, 46
MB1226'FEET SOUTH OF A 14 INCH MAPLE TREE, 39 FEET SOUTHEAST OF A 12 INCH
MB1226'MAPLE TREE, 95 FEET NORTHWEST OF A FIRE HYDRANT, 8 FEET SOUTHEAST
MB1226'OF NORTH CORNER OF PAVED PARKING AREA AND 76 FEET NORTHWEST OF
MB1226'THE NORTHWEST CURB OF GEORGE WASHINGTON BLVD. (OLD STATE ROUTE
MB1226'241). THE MONUMENT IS FLUSH AND THE DISK IS STAMPED SPORTS 1943
MB1226'1975.
MB1226'
MB1226'REFERENCE MARK 2 IS 39 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
MB1226'PARKING LOT, 45 FEET SOUTHWEST OF A 12 INCH MAPLE TREE, 1 FOOT
MB1226'NORTHEAST OF A METAL WITNESS POST, 9 FEET NORTHEAST OF A 12 INCH
MB1226'MAPLE TREE AND 85 FEET NORTHWEST OF THE CURB. THE MONUMENT
MB1226'PROJECTS 2 INCHES AND THE DISK IS STAMPED SPORTS NO 2 1943.
MB1226'
MB1226'REFERENCE MARK 3 IS 47 FEET SOUTH OF THE SOUTH CORNER OF THE CONTROL
MB1226'TOWER, 1 FOOT NORTHWEST OF THE CURB, 43 FEET SOUTHWEST OF FIRE
MB1226'HYDRANT AND 65 FEET NORTHEAST OF THE CENTERLINE OF DRIVEWAY. THE
MB1226'MONUMENT IS FLUSH AND THE DISK IS STAMPED SPORTS NO 3 1943.
MB1226'
MB1226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SOUTH EDGE OF
MB1226'AKRON.
MB1226'
MB1226'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
MB1226'
MB1226'SURFACE MARK DESTROYED.
MB1226'
MB1226'A3. MARK OK. WITNESS POST SET.
MB1226'
MB1226'REF MK NO. 1 PROB DESTROYED.
MB1226'
MB1226'REF MK NO. 2 AND 3 OK.
MB1226'
MB1226'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MI S.E. OF
MB1226'DOWNTOWN AKRON.
MB1226'
MB1226
MB1226 STATION RECOVERY (1976)
MB1226
MB1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
MB1226'THE STATION, AZIMUTH MARK, R.M. NO 2 AND R.M. NO 3 WERE RECOVERED
MB1226'IN GOOD CONDITION. THE PREVIOUS TO REACH IS ADEQUATE WITH THE
MB1226'FOLLOWING ADDITION ON THE PROPERTY ON WHICH THE AIRPORT CONTROL
MB1226'TOWER IS LOCATED.
MB1226'
MB1226'THE STATION MARK HAS EVIDENTLY BEEN RESET AS IT STAMPED SPORTS,
MB1226'1943, 1976.
MB1226'
MB1226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON.
MB1226'
MB1226
MB1226 STATION RECOVERY (1977)
MB1226
MB1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB1226'THE STATION MARK, REFERENCE MARK 2 AND 3, AND THE AZIMUTH
MB1226'MARK WERE RECOVERED IN GOOD CONDITION. THE STATION MARK
MB1226'HAD BEEN RESET IN 1975, HOLDING TO OLD POINT. THE
MB1226'DISTANCE TO THE REFERENCE MARKS COMPARED FAVORABLY WITH
MB1226'THE 1975 DATA. THE DIRECTION BETWEEN REFERENCE MAR 2 AND
MB1226'REFERENCE MARK 3 COMPARED. A G-MAST WAS USED AT THIS
MB1226'STATION, THEREFORE, NO LINES WERE OBSERVED.
MB1226'THE STATION IS LOCATED ABOUT 1.0 MILE SOUTH OF STATE HIGHWAY
MB1226'526, 0.6 MILE NORTH OF U.S. HIGHWAY 224, 90 FEET
MB1226'WEST-SOUTHWEST OF STATE HIGHWAY 241 AND ABOUT HALFWAY
MB1226'BETWEEN THE AKRON RUBBER BOWL AND DERBY DOWNS, ON PROPERTY
MB1226'THAT IS OWNED BY THE CITY OF AKRON. PERMISSION WAS
MB1226'OBTAINED FROM THE CITY ADMINISTRATION OF AKRON, PHONE
MB1226'NUMBER 375-2286
MB1226'
MB1226'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 224 AND 241 IN THE
MB1226'EAST EDGE OF AKRON, GO NORTHERLY ON STATE HIGHWAY 241 FOR 0.65
MB1226'MILE TO THE STATION ON THE LEFT, ACROSS
MB1226'MEDIAN BY THE AIRPORT CONTROL TOWER. TO REACH THE AZIMUTH MARK
MB1226'CONTINUE AHEAD ON STATE HIGHWAY 241 FOR 0.65 MILE TO THE MARK
MB1226'ON THE RIGHT, IN THE CURB.
MB1226'
MB1226'STATION MARKS, STAMPED---SPORTS 1943 1975---, ARE STANDARD DISK
MB1226'THE SURFACE DISK IS SET IN THE TOP OF A 8-INCH CYLINDRICAL
MB1226'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS
MB1226'90 FEET WEST-SOUTHWEST
MB1226'OF CENTER OF STATE HIGHWAY 241, 32 FEET EAST OF A 20-INCH OAK
MB1226'TREE AND 3.5 FEET NORTHEAST OF THE PARKING LOT EDGE.
MB1226'
MB1226'REFERENCE MARK 2, STAMPED---SPORTS NO 2 1943---,IS A STANDARD
MB1226'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
MB1226'MONUMENT THAT PROJECTS 2 INCHES. IT IS 97 FEET WEST-SOUTHWEST
MB1226'OF CENTER OF STATE HIGHWAY 241, 39 FEET SOUTH-SOUTHWEST OF A
MB1226'FENCE AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST.
MB1226'
MB1226'REFERENCE MARK 3, STAMPED---SPORTS NO 3 1943---, IS A STANDARD
MB1226'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
MB1226'MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS
MB1226'14 FEET WEST OF THE CENTER OF STATE
MB1226'HIGHWAY 241 AND 4 FEET EAST-SOUTHEAST OF A FENCE.
MB1226'
MB1226'AZIMUTH MARK, STAMPED---SPORTS 1943---,IS A STANDARD DISK SET
MB1226'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS
MB1226'FLUSH WITH THE GROUND. IT IS 23 FEET
MB1226'NORTH OF THE CENTER OF THE WEST BOUND LANE OF STATE HIGHWAY 241
MB1226'AND 1.7 FEET EAST OF A METAL WITNENESS POST.
MB1226'
MB1226'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 26.4 METERS.
MB1226'THE AZIMUTH MARK IS NOT VISIBLE, GROUND TO GROUND, FROM
MB1226'THE STATION.
MB1226'
MB1226'DESCRIBED BY J.N. LEONHARDT.
MB1226'
MB1226
MB1226 STATION RECOVERY (1980)
MB1226
MB1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
MB1226'STATION, RM 2, RM 3, AND AZIMUTH MARK RECOVERED AS DESCRIBED IN GOOD
MB1226'CONDITION. ALL MARKS ARE BENCH MARKS.
MB1226'
MB1226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHEAST SECTION
MB1226'OF AKRON.
MB1226'
|
|
|
|
|
|
|
|
|
|
|
|
2256156.5
|
500779.6875
|
0101000020960E000033D479068E364141022BD912AF901E41
|
true
|
2012-05-08 03:32:00 -0400
|
false
|
41.03649546666666666666
|
-81.457231
|
-81.457231
|
41.0364954666665
|
2256156.05059292
|
500779.768406555
|
687677.739576202
|
152637.978686258
|
706
|
706
|
SPORTS RM 2
|
MB1225
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
2
|
11.0
|
N
|
81
|
27
|
26.0
|
W
|
SCALED
|
-33.57
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
360.566
|
1182.96
|
ADJUST
|
|
|
|
|
|
|
|
980169.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.3 MILE EAST ALONG TRIPLETT BLVD FROM THE
ADMINISTRATION BUILDING AT THE AKRON AIRPORT, THENCE 0.6 MILE
SOUTH ALONG STATE HIGHWAY 241, ABOUT 0.1 MILE NORTHEAST OF THE
ENTRANCE TO DERBY DOWNS (SOAP BOX DERBY), ON THE TOP OF A BLUFF
ALONG THE SOUTHEAST SIDE OF THE AIRPORT, 84.8 FEET NORTHWEST OF
THE NORTHWEST CURB OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY,
114.9 FEET SOUTHWEST OF THE STATION, 12 FEET SOUTHEAST OF THE
TOP OF BLUFF, 10 FEET NORTHEAST OF A 6-INCH MAPLE TREE, 1 FOOT
BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
|
2012-05-06 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1225 ***********************************************************************
MB1225 DESIGNATION - SPORTS RM 2
MB1225 PID - MB1225
MB1225 STATE/COUNTY- OH/SUMMIT
MB1225
MB1225 HORZ DATUM - NAD 83(1986)
MB1225 VERT DATUM - NAVD 88
MB1225
MB1225 POSITION - 41 02 11. (N) 081 27 26. (W) SCALED
MB1225 83 minus 27 - +00. -01. SCALED
MB1225
MB1225 HEIGHT - 360.566 (meters) 1182.96 (feet) ADJUST
MB1225 88 minus 29 -0.19 ADJ UNCHK
MB1225 ***********************************************************************
MB1225
MB1225 GEOID HEIGHT- -33.57 GEOID90
MB1225 MODELED GRAV- 980,169.2 NAVD88
MB1225
MB1225
MB1225 VERT ORDER - FIRST CLASS 2
MB1225
MB1225
MB1225.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1225.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1225.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1225
MB1225
MB1225
MB1225
MB1225_STATION MARK IS A REFERENCE MARK DISK
MB1225_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1225_THE MARK IS STAMPED: SPORTS NO 2 1943
MB1225
MB1225 HISTORY - Year Condition Recov. By
MB1225 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1225 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1225
MB1225 STATION DESCRIPTION
MB1225
MB1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1225'AT AKRON, ABOUT 0.3 MILE EAST ALONG TRIPLETT BLVD FROM THE
MB1225'ADMINISTRATION BUILDING AT THE AKRON AIRPORT, THENCE 0.6 MILE
MB1225'SOUTH ALONG STATE HIGHWAY 241, ABOUT 0.1 MILE NORTHEAST OF THE
MB1225'ENTRANCE TO DERBY DOWNS (SOAP BOX DERBY), ON THE TOP OF A BLUFF
MB1225'ALONG THE SOUTHEAST SIDE OF THE AIRPORT, 84.8 FEET NORTHWEST OF
MB1225'THE NORTHWEST CURB OF THE SOUTHWEST BOUND LANE OF THE HIGHWAY,
MB1225'114.9 FEET SOUTHWEST OF THE STATION, 12 FEET SOUTHEAST OF THE
MB1225'TOP OF BLUFF, 10 FEET NORTHEAST OF A 6-INCH MAPLE TREE, 1 FOOT
MB1225'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
MB1225'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2256159.0
|
500740.78125
|
0101000020960E00002FACD3778F364141CBF7FEE113901E41
|
true
|
2012-05-08 03:31:00 -0400
|
false
|
41.03638888888888888889
|
-81.45722222222222222222
|
-81.4572222222222
|
41.0363888888887
|
2256158.93614723
|
500740.970699188
|
687678.619094915
|
152626.153121402
|
707
|
707
|
SPORTS RM 3
|
MB1227
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1980 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
11.0
|
N
|
81
|
27
|
26.0
|
W
|
SCALED
|
-33.57
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
360.727
|
1183.49
|
ADJUST
|
|
|
|
|
|
|
|
980169.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.3 MILE EAST ALONG TRIPLETT BLVD. FROM THE
ADMINISTRATION BUILDING AT THE AKRON AIRPORT, THENCE 0.6 MILE
SOUTH ALONG STATE HIGHWAY 241, ABOUT 0.1 MILE NORTHEAST OF
THE ENTRANCE TO THE DERBY DOWNS (SOAP BOX DERBY), ON THE TOP
OF A BLUFF ON THE SOUTHEAST SIDE OF THE AIRPORT, 78.7 FEET
SOUTHEAST OF THE STATION, 1.0 FOOT NORTHWEST OF THE NORTHWEST
CURB OF THE HIGHWAY, 161.1 FEET EAST-NORTHEAST OF RM NO. 2, 1/2
FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
CONCRETE POST FLUSH WITH THE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
|
2021-06-04 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1227 ***********************************************************************
MB1227 DESIGNATION - SPORTS RM 3
MB1227 PID - MB1227
MB1227 STATE/COUNTY- OH/SUMMIT
MB1227
MB1227 HORZ DATUM - NAD 83(1986)
MB1227 VERT DATUM - NAVD 88
MB1227
MB1227 POSITION - 41 02 11. (N) 081 27 26. (W) SCALED
MB1227 83 minus 27 - +00. -01. SCALED
MB1227
MB1227 HEIGHT - 360.727 (meters) 1183.49 (feet) ADJUST
MB1227 88 minus 29 -0.19 ADJ UNCHK
MB1227 ***********************************************************************
MB1227
MB1227 GEOID HEIGHT- -33.57 GEOID90
MB1227 MODELED GRAV- 980,169.2 NAVD88
MB1227
MB1227
MB1227 VERT ORDER - FIRST CLASS 2
MB1227
MB1227
MB1227.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1227.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1227.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1227
MB1227
MB1227
MB1227
MB1227_STATION MARK IS A REFERENCE MARK DISK
MB1227_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1227_THE MARK IS STAMPED: SPORTS NO 3 1943
MB1227
MB1227 HISTORY - Year Condition Recov. By
MB1227 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1227 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1227 HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
MB1227
MB1227 STATION DESCRIPTION
MB1227
MB1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1227'AT AKRON, ABOUT 0.3 MILE EAST ALONG TRIPLETT BLVD. FROM THE
MB1227'ADMINISTRATION BUILDING AT THE AKRON AIRPORT, THENCE 0.6 MILE
MB1227'SOUTH ALONG STATE HIGHWAY 241, ABOUT 0.1 MILE NORTHEAST OF
MB1227'THE ENTRANCE TO THE DERBY DOWNS (SOAP BOX DERBY), ON THE TOP
MB1227'OF A BLUFF ON THE SOUTHEAST SIDE OF THE AIRPORT, 78.7 FEET
MB1227'SOUTHEAST OF THE STATION, 1.0 FOOT NORTHWEST OF THE NORTHWEST
MB1227'CURB OF THE HIGHWAY, 161.1 FEET EAST-NORTHEAST OF RM NO. 2, 1/2
MB1227'FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
MB1227'CONCRETE POST FLUSH WITH THE GROUND.
MB1227
MB1227 STATION RECOVERY (1980)
MB1227
MB1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
MB1227'
|
|
|
|
|
|
|
|
|
|
|
|
2256159.0
|
500740.78125
|
0101000020960E000025ACD3778F364141CBF7FEE113901E41
|
true
|
2012-05-08 03:32:00 -0400
|
false
|
41.03638888888888888889
|
-81.45722222222222222222
|
-81.4572222222222
|
41.0363888888887
|
2256158.93614723
|
500740.970699188
|
687678.619094914
|
152626.153121402
|
708
|
708
|
SPRING C OF A
|
MB1205
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1989 GOOD OH DEPT OF TRANSPHISTORY - 2012 GOOD SCE - 2021 GOOD SCE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
28.69891
|
N
|
81
|
26
|
5.76368
|
W
|
ADJUSTED
|
-33.58
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153194.71
|
689545.864
|
0.99993925
|
+
|
0
|
41
|
58.9
|
|
MT
|
|
|
|
|
335.829
|
1101.8
|
ADJUST
|
|
-0.62
|
DEFLEC90
|
|
|
|
|
980168.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF DOWNTOWN AKRON AND ON
THE ROAD RIGHT- OF-WAY ON THE
EAST SIDE OF CANTON RAOD. IT IS 41 FEET SOUTH OF A DO NOT LITTER
HIGHWAY SIGN, 34 FEET EAST OF THE
CENTERLINE OF CANTON ROAD, 106 FEET NORTH-NORTHWEST OF
THE WEST SUPPORT OF AN AKRON FIRST NATIONAL
BANK SIGN AND ABOUT 400 FEET NORTH THE
AKRON CORPORATION LIMIT SIGN. THE MARK IS A CITY OF AKRON
DISK STAMPED SPRING SET IN THE TOP
OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A
3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
TO REACH FROM THE ELLET POST OFFICE, GO SOUTH ON CANTON ROAD FOR 0.25
MILE TO THE STATION ON THE
LEFT.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 91 FROM THE
ELLET STATION POST OFFICE, 106 FEET NORTH-NORTHWEST OF THE WEST
SUPPORT OF A AKRON FIRST NATION BANK SIGN, 34 FEET NORTHEAST
OF THE CENTER LINE STATE HIGHWAY 91, ABOUT 115 YARDS SOUTHEAST
OF THE JUNCTION OF SHADY BROOK ROAD, AND SET IN THE TOP OF A
CONCRETE POST ABOUT 4 INCHES BELOW THE SURFACE ACCESS TO WHICH
IS HAD THROUGH A 9-INCH IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM )
RECOVERED IN GOOD CONDITION
NEW REFERENCE TIES ADDED 2012-
43.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE DOLLAR GENERAL STORE AT 855 CANTON RD., 69 FEET NORTH OF A POWER POLE WITH NO NUMBER, AND 67 FEET SOUTH OF A FIRE HYDRANT.
|
2021-06-07 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1205 ***********************************************************************
MB1205 DESIGNATION - SPRING C OF A
MB1205 PID - MB1205
MB1205 STATE/COUNTY- OH/SUMMIT
MB1205
MB1205 HORZ DATUM - NAD 83(1986)
MB1205 VERT DATUM - NAVD 88
MB1205
MB1205 POSITION - 41 02 28.69891(N) 081 26 05.76368(W) ADJUSTED
MB1205 83 minus 27 - +00.20458 -00.58776 ADJUSTED
MB1205
MB1205 HEIGHT - 335.829 (meters) 1101.80 (feet) ADJUST
MB1205 88 minus 29 -0.19 ADJ UNCHK
MB1205 ***********************************************************************
MB1205
MB1205 LAPLACE CORR- -0.62 DEFLEC90
MB1205 GEOID HEIGHT- -33.58 GEOID90
MB1205 MODELED GRAV- 980,168.0 NAVD88
MB1205
MB1205
MB1205 HORZ ORDER - FIRST
MB1205 VERT ORDER - FIRST CLASS 2
MB1205
MB1205
MB1205.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1205.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1205.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1205.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1205
MB1205; North East Scale Converg.
MB1205;SPC OH N - 153,194.710 689,545.864 0.99993925 +0 41 58.9 MT
MB1205;UTM 17 - 4,543,433.457 463,444.151 0.99961645 -0 17 08.1 MT
MB1205
MB1205: Primary Azimuth Mark Grid Az
MB1205:SPC OH N - AKRON MUN APT GOODYEAR HGR BCN 251 37 06.7
MB1205:UTM 17 - AKRON MUN APT GOODYEAR HGR BCN 252 36 13.7
MB1205
MB1205|---------------------------------------------------------------------|
MB1205| Pid Reference Object Distance Geod. AZ |
MB1205| dddmmss.ss|
MB1205| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 3.1 KM 2521905.6 |
MB1205|---------------------------------------------------------------------|
MB1205
MB1205_STATION MARK IS A SURVEY DISK
MB1205_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1205_THE MARK IS STAMPED: SPRING
MB1205
MB1205 HISTORY - Year Condition Recov. By
MB1205 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1205 HISTORY - 1963 CITY OF AKRON OHIO
MB1205 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1205 HISTORY - 1989 GOOD OH DEPT OF TRANSP
MB1205
MB1205 STATION DESCRIPTION
MB1205
MB1205'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1205'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF DOWNTOWN AKRON AND ON
MB1205'THE ROAD RIGHT- OF-WAY ON THE
MB1205'EAST SIDE OF CANTON RAOD. IT IS 41 FEET SOUTH OF A DO NOT LITTER
MB1205'HIGHWAY SIGN, 34 FEET EAST OF THE
MB1205'CENTERLINE OF CANTON ROAD, 106 FEET NORTH-NORTHWEST OF
MB1205'THE WEST SUPPORT OF AN AKRON FIRST NATIONAL
MB1205'BANK SIGN AND ABOUT 400 FEET NORTH THE
MB1205'AKRON CORPORATION LIMIT SIGN. THE MARK IS A CITY OF AKRON
MB1205'DISK STAMPED SPRING SET IN THE TOP
MB1205'OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A
MB1205'3 FOOT SQUARE OF CONCRETE AND
MB1205'COVERED WITH A 9 INCH IRON COVER.
MB1205'
MB1205'TO REACH FROM THE ELLET POST OFFICE, GO SOUTH ON CANTON ROAD FOR 0.25
MB1205'MILE TO THE STATION ON THE
MB1205'LEFT.
MB1205'
MB1205
MB1205 STATION RECOVERY (1964)
MB1205
MB1205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1205'AT AKRON, ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 91 FROM THE
MB1205'ELLET STATION POST OFFICE, 106 FEET NORTH-NORTHWEST OF THE WEST
MB1205'SUPPORT OF A AKRON FIRST NATION BANK SIGN, 34 FEET NORTHEAST
MB1205'OF THE CENTER LINE STATE HIGHWAY 91, ABOUT 115 YARDS SOUTHEAST
MB1205'OF THE JUNCTION OF SHADY BROOK ROAD, AND SET IN THE TOP OF A
MB1205'CONCRETE POST ABOUT 4 INCHES BELOW THE SURFACE ACCESS TO WHICH
MB1205'IS HAD THROUGH A 9-INCH IRON COVER MARKED AKRON SURVEY 1963.
MB1205
MB1205 STATION RECOVERY (1989)
MB1205
MB1205'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM )
MB1205'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2262284.5
|
502606.40625
|
0101000020960E00000E78EC8686424141D34C393F39AD1E41
|
true
|
2012-05-01 10:33:00 -0400
|
false
|
41.04130525277777777777
|
-81.43493435555555555555
|
-81.4349343555556
|
41.0413052527776
|
2262285.05409146
|
502606.31174202
|
689545.863578804
|
153194.710208371
|
709
|
709
|
SQUARE C OF A
|
MB1251
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1971 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1975 GOOD CITY OF AKRON OHIOHISTORY - 1976 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1980 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
45.81236
|
N
|
81
|
29
|
15.62083
|
W
|
ADJUSTED
|
-33.55
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
151819.087
|
685127.444
|
0.99993936
|
+
|
0
|
39
|
54.2
|
|
MT
|
|
|
|
|
354.839
|
1164.17
|
ADJUST
|
|
-0.54
|
DEFLEC90
|
|
|
|
|
980170.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 4 MILES SOUTH-SOUTHEAST OF DOWNTOWN AKRON, 0.25
MILE EAST OF THE INTERSECTION
OF SOUTH ARLINGTON STREET AND WATERLOO ROAD, ON A NARROW STRIP OF
LAND BETWEEN WATERLOO ROAD AND
EXETER STREET AND ABOUT 300 FEET NORTH OF THE AKRON SQUARE
SHOPPING CENTER. IT IS 37.5 FEET SOUTH OF
THE CENTERLINE OF EXETER STREET, 53.4 FEET
NORTH OF THE CENTERLINE OF WATERLOO ROAD, 27 FEET NORTH OF
THE NORTH CURB OF WATERLOO ROAD
AND 26 FEET SOUTH OF THE SOUTH CURB OF EXETER STREET. THE MARK IS A
CITY OF AKRON DISK STAMPED SQUARE
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 2 FOOT IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, IN THE SOUTHEAST PART OF THE CITY, ALONG U.S. HIGHWAY
224, (WATERLOO ROAD), 0.2 MILE EAST ALONG U.S. HIGHWAY 224
FROM THE INTERSECTION OF SOUTH ARLINGTON STREET, NEAR THE JUNCTION
OF THE HIGHWAY AND EXETER ROAD, IN A NARROW STRIP OF LAND BETWEEN
THE HIGHWAY AND THE STREET, ABOUT 300 FEET NORTH OF THE AKRON
SQUARE SHOPPING CENTER, 26.8 FEET NORTH OF THE NORTH CURB OF THE
HIGHWAY (WATERLOO ROAD), 26 FEET SOUTH OF THE SOUTH CURB OF EXETER
ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
TOP OF A CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND
ACCESS TO WHICH IS HAD THROUGH A 24 INCH IRON COVER WHICH IS
FLUSH WITH THE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
STATION RECOVERED IN GOOD CONDITION. THE PUBLISHED DESCRIPTION IS
GOOD.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT AKRON
RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
MARKED STAMPED- SQUARE. CONDITION- O.K. DESCRIPTION ADEQUATE.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AKRON S SE 4 MI
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
RECOVERED AS DESCRIBED.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH
SOUTHEAST OF AKRON.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
RECOVERED AS DESCRIBED IN THE MOST RECENT INFORMATION AVAILABLE.
THIS STATION WAS USED BY THE GPS.
|
2017-10-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1251 ***********************************************************************
MB1251 DESIGNATION - SQUARE C OF A
MB1251 PID - MB1251
MB1251 STATE/COUNTY- OH/SUMMIT
MB1251
MB1251 HORZ DATUM - NAD 83(1986)
MB1251 VERT DATUM - NAVD 88
MB1251
MB1251 POSITION - 41 01 45.81236(N) 081 29 15.62083(W) ADJUSTED
MB1251 83 minus 27 - +00.20161 -00.58225 ADJUSTED
MB1251
MB1251 HEIGHT - 354.839 (meters) 1164.17 (feet) ADJUST
MB1251 88 minus 29 -0.19 ADJ UNCHK
MB1251 ***********************************************************************
MB1251
MB1251 LAPLACE CORR- -0.54 DEFLEC90
MB1251 GEOID HEIGHT- -33.55 GEOID90
MB1251 MODELED GRAV- 980,170.7 NAVD88
MB1251
MB1251
MB1251 HORZ ORDER - FIRST
MB1251 VERT ORDER - FIRST CLASS 2
MB1251
MB1251
MB1251.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1251.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1251.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1251.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1251
MB1251; North East Scale Converg.
MB1251;SPC OH N - 151,819.087 685,127.444 0.99993936 +0 39 54.2 MT
MB1251;UTM 17 - 4,542,134.427 459,004.156 0.99962068 -0 19 12.5 MT
MB1251
MB1251: Primary Azimuth Mark Grid Az
MB1251:SPC OH N - AKRON MUN APT GOODYEAR HGR BCN 074 52 07.7
MB1251:UTM 17 - AKRON MUN APT GOODYEAR HGR BCN 075 51 14.4
MB1251
MB1251|---------------------------------------------------------------------|
MB1251| Pid Reference Object Distance Geod. AZ |
MB1251| dddmmss.ss|
MB1251| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 1.6 KM 0753201.9 |
MB1251| MB2877 AKRON FIRESTONE CC WATER TANK APPROX. 3.0 KM 2170144.8 |
MB1251| MB2897 AKRON RADIO STA WAKR SW MAST APPROX. 1.6 KM 2365849.5 |
MB1251| MB2912 AKRON RADIO STA KQC 969 MAST APPROX. 6.0 KM 2384551.1 |
MB1251| MB2894 AKRON RADIO STA WAKR NW MAST APPROX. 1.6 KM 2392943.3 |
MB1251| MB2920 AKRON TV STATION WAKR MAST APPROX. 6.4 KM 3362059.0 |
MB1251|---------------------------------------------------------------------|
MB1251
MB1251_STATION MARK IS A SURVEY DISK
MB1251_WITH SETTING: SET IN TOP OF SQUARE CONCRETE MONUMENT
MB1251_THE MARK IS STAMPED: SQUARE
MB1251
MB1251 HISTORY - Year Condition Recov. By
MB1251 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1251 HISTORY - 1963 CITY OF AKRON OHIO
MB1251 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1251 HISTORY - 1971 GOOD NATIONAL GEODETIC SURVEY
MB1251 HISTORY - 1975 GOOD CITY OF AKRON OHIO
MB1251 HISTORY - 1976 GOOD NATIONAL GEODETIC SURVEY
MB1251 HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
MB1251 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1251
MB1251 STATION DESCRIPTION
MB1251
MB1251'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1251'THE STATION IS ABOUT 4 MILES SOUTH-SOUTHEAST OF DOWNTOWN AKRON, 0.25
MB1251'MILE EAST OF THE INTERSECTION
MB1251'OF SOUTH ARLINGTON STREET AND WATERLOO ROAD, ON A NARROW STRIP OF
MB1251'LAND BETWEEN WATERLOO ROAD AND
MB1251'EXETER STREET AND ABOUT 300 FEET NORTH OF THE AKRON SQUARE
MB1251'SHOPPING CENTER. IT IS 37.5 FEET SOUTH OF
MB1251'THE CENTERLINE OF EXETER STREET, 53.4 FEET
MB1251'NORTH OF THE CENTERLINE OF WATERLOO ROAD, 27 FEET NORTH OF
MB1251'THE NORTH CURB OF WATERLOO ROAD
MB1251'AND 26 FEET SOUTH OF THE SOUTH CURB OF EXETER STREET. THE MARK IS A
MB1251'CITY OF AKRON DISK STAMPED SQUARE
MB1251'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB1251'THE SURFACE OF A 3 FOOT SQUARE OF
MB1251'CONCRETE AND COVERED WITH A 2 FOOT IRON COVER.
MB1251'
MB1251
MB1251 STATION RECOVERY (1964)
MB1251
MB1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1251'AT AKRON, IN THE SOUTHEAST PART OF THE CITY, ALONG U.S. HIGHWAY
MB1251'224, (WATERLOO ROAD), 0.2 MILE EAST ALONG U.S. HIGHWAY 224
MB1251'FROM THE INTERSECTION OF SOUTH ARLINGTON STREET, NEAR THE JUNCTION
MB1251'OF THE HIGHWAY AND EXETER ROAD, IN A NARROW STRIP OF LAND BETWEEN
MB1251'THE HIGHWAY AND THE STREET, ABOUT 300 FEET NORTH OF THE AKRON
MB1251'SQUARE SHOPPING CENTER, 26.8 FEET NORTH OF THE NORTH CURB OF THE
MB1251'HIGHWAY (WATERLOO ROAD), 26 FEET SOUTH OF THE SOUTH CURB OF EXETER
MB1251'ROAD, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
MB1251'TOP OF A CONCRETE POST 4 INCHES BELOW THE SURFACE OF THE GROUND
MB1251'ACCESS TO WHICH IS HAD THROUGH A 24 INCH IRON COVER WHICH IS
MB1251'FLUSH WITH THE GROUND.
MB1251
MB1251 STATION RECOVERY (1971)
MB1251
MB1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMR)
MB1251'STATION RECOVERED IN GOOD CONDITION. THE PUBLISHED DESCRIPTION IS
MB1251'GOOD.
MB1251'
MB1251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT AKRON
MB1251'
MB1251
MB1251 STATION RECOVERY (1975)
MB1251
MB1251'RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
MB1251'MARKED STAMPED- SQUARE. CONDITION- O.K. DESCRIPTION ADEQUATE.
MB1251'
MB1251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AKRON S SE 4 MI
MB1251'
MB1251
MB1251 STATION RECOVERY (1976)
MB1251
MB1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DMF)
MB1251'RECOVERED AS DESCRIBED.
MB1251'
MB1251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AKRON.
MB1251'
MB1251
MB1251 STATION RECOVERY (1980)
MB1251
MB1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
MB1251'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
MB1251'
MB1251'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH
MB1251'SOUTHEAST OF AKRON.
MB1251'
MB1251
MB1251 STATION RECOVERY (1983)
MB1251
MB1251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
MB1251'RECOVERED AS DESCRIBED IN THE MOST RECENT INFORMATION AVAILABLE.
MB1251'
MB1251'THIS STATION WAS USED BY THE GPS.
MB1251'
|
|
|
|
|
|
|
|
|
|
|
|
2247789.5
|
498093.09375
|
0101000020960E00009659677A362641418F14A87BB4661E41
|
true
|
2012-07-23 10:48:00 -0400
|
false
|
41.02939232222222222223
|
-81.48767245277777777777
|
-81.4876724527778
|
41.0293923222221
|
2247788.95627899
|
498093.120758363
|
685127.444128724
|
151819.086845307
|
714
|
714
|
U 301
|
MB1420
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
1
|
56.0
|
N
|
81
|
33
|
40.0
|
W
|
SCALED
|
-33.54
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
301.671
|
989.73
|
ADJUST
|
|
|
|
|
|
|
|
980172.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, IN THE SOUTHWEST PART OF THE CITY, ALONG WATERLOO ROAD,
SET VERTICALLY IN THE WEST BRICK FACE AND AT THE NORTHWEST CORNER
OF THE MISSIONARY GOSPEL CHURCH AT 976 WATERLOO ROAD, 73
YARDS WEST OF THE CENTER LINE OF LARUE STREET, 67.6 FEET SOUTH
OF THE CENTER LINE OF WATERLOO ROAD, 1.2 FEET SOUTH OF THE
NORTHWEST CORNER OF BUILDING, 2 FEET ABOVE THE GROUND AND 4
FEET ABOVE THE ROAD.
|
2018-04-30 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1420 ***********************************************************************
MB1420 DESIGNATION - U 301
MB1420 PID - MB1420
MB1420 STATE/COUNTY- OH/SUMMIT
MB1420
MB1420 HORZ DATUM - NAD 83(1986)
MB1420 VERT DATUM - NAVD 88
MB1420
MB1420 POSITION - 41 01 56. (N) 081 33 40. (W) SCALED
MB1420 83 minus 27 - +00. -01. SCALED
MB1420
MB1420 HEIGHT - 301.671 (meters) 989.73 (feet) ADJUST
MB1420 88 minus 29 -0.20 ADJ UNCHK
MB1420 ***********************************************************************
MB1420
MB1420 GEOID HEIGHT- -33.54 GEOID90
MB1420 MODELED GRAV- 980,172.4 NAVD88
MB1420
MB1420
MB1420 VERT ORDER - FIRST CLASS 2
MB1420
MB1420
MB1420.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1420.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1420.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1420
MB1420
MB1420
MB1420
MB1420_STATION MARK IS A BENCH MARK DISK
MB1420_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1420_THE MARK IS STAMPED: U 301 1963
MB1420
MB1420 HISTORY - Year Condition Recov. By
MB1420 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1420
MB1420 STATION DESCRIPTION
MB1420
MB1420'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1420'AT AKRON, IN THE SOUTHWEST PART OF THE CITY, ALONG WATERLOO ROAD,
MB1420'SET VERTICALLY IN THE WEST BRICK FACE AND AT THE NORTHWEST CORNER
MB1420'OF THE MISSIONARY GOSPEL CHURCH AT 976 WATERLOO ROAD, 73
MB1420'YARDS WEST OF THE CENTER LINE OF LARUE STREET, 67.6 FEET SOUTH
MB1420'OF THE CENTER LINE OF WATERLOO ROAD, 1.2 FEET SOUTH OF THE
MB1420'NORTHWEST CORNER OF BUILDING, 2 FEET ABOVE THE GROUND AND 4
MB1420'FEET ABOVE THE ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2227517.75
|
498897.625
|
0101000020960E0000EF375AEA9EFE4041C5F60CBB45731E41
|
true
|
2012-05-21 10:31:00 -0400
|
false
|
41.03222222222222222223
|
-81.56111111111111111111
|
-81.5611111111111
|
41.0322222222221
|
2227517.83087825
|
498897.432666641
|
678948.792749275
|
152064.241605257
|
715
|
715
|
U 302
|
MB1392
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2014 UNABLE TO LOCATE NEW BRIDGE SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
32.0
|
N
|
81
|
30
|
57.0
|
W
|
SCALED
|
-33.65
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
250.19
|
820.83
|
ADJUST
|
|
|
|
|
|
|
|
980176.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, AT THE INTERSECTION OF NORTH HOWARD STREET AND CUYAHOGA
STREET, AT THE CUYAHOGA STREET BRIDGE OVER THE CUYAHOGA RIVER,
SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
OF A 96-FOOT LONG BRIDGE, 290 FEET NORTH OF THE APPROXIMATE
CENTER OF THE INTERSECTION, 8.5 FEET EAST OF THE EAST CURB OF
CUYAHOGA STREET AND ABOUT LEVEL WITH THE STREET.
|
2014-05-12 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1392 ***********************************************************************
MB1392 DESIGNATION - U 302
MB1392 PID - MB1392
MB1392 STATE/COUNTY- OH/SUMMIT
MB1392
MB1392 HORZ DATUM - NAD 83(1986)
MB1392 VERT DATUM - NAVD 88
MB1392
MB1392 POSITION - 41 05 32. (N) 081 30 57. (W) SCALED
MB1392 83 minus 27 - +00. -01. SCALED
MB1392
MB1392 HEIGHT - 250.190 (meters) 820.83 (feet) ADJUST
MB1392 88 minus 29 -0.20 ADJ UNCHK
MB1392 ***********************************************************************
MB1392
MB1392 GEOID HEIGHT- -33.65 GEOID90
MB1392 MODELED GRAV- 980,176.9 NAVD88
MB1392
MB1392
MB1392 VERT ORDER - FIRST CLASS 2
MB1392
MB1392
MB1392.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1392.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1392.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1392
MB1392
MB1392
MB1392
MB1392_STATION MARK IS A BENCH MARK DISK
MB1392_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1392_THE MARK IS STAMPED: U 302 1964
MB1392
MB1392 HISTORY - Year Condition Recov. By
MB1392 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1392
MB1392 STATION DESCRIPTION
MB1392
MB1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1392'AT AKRON, AT THE INTERSECTION OF NORTH HOWARD STREET AND CUYAHOGA
MB1392'STREET, AT THE CUYAHOGA STREET BRIDGE OVER THE CUYAHOGA RIVER,
MB1392'SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
MB1392'OF A 96-FOOT LONG BRIDGE, 290 FEET NORTH OF THE APPROXIMATE
MB1392'CENTER OF THE INTERSECTION, 8.5 FEET EAST OF THE EAST CURB OF
MB1392'CUYAHOGA STREET AND ABOUT LEVEL WITH THE STREET.
|
|
|
|
|
|
|
|
|
|
|
|
2239762.5
|
520894.3125
|
0101000020960E0000EF229CDE88164141164D0A7DF6CA1F41
|
true
|
2014-05-13 08:47:00 -0400
|
false
|
41.09222222222222222222
|
-81.51583333333333333333
|
-81.5158333333333
|
41.0922222222221
|
2239761.73913991
|
520893.622109608
|
682680.74345133
|
158768.693556379
|
716
|
716
|
SUMMIT
|
MB1389
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 COAST AND GEODETIC SURVEY
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
12.99162
|
N
|
81
|
33
|
2.66237
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
156299.172
|
679774.884
|
0.99993914
|
+
|
0
|
37
|
25.0
|
|
MT
|
|
|
|
|
346.876
|
1138.04
|
ADJUST
|
|
-0.36
|
DEFLEC90
|
|
|
|
|
980175.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS LOCATED IN THE W SECTION OF THE CITY OF AKRON, ON A
PROMINENT HILL ABOUT 0.7 MILE NW
OF SUMMIT LAKE, AND 0.1 MILE N OF WOOSTER AVENUE. IT
IS ON CITY PROPERTY AT THE
SITE OF THE WOOSTER AVENUE WATER TANK.
(THE KNOB ON THIS TANK MARKS STATION WOOSTER
OF THE AKRON CITY
SURVEY.) THE MARK IS 20 FEET NW OF AN OPENING AND STAIRWAY IN
THE STONE
RETAINING WALL AND 13.7 FEET N OF THE WALL. THE DISK
IS STAMPED SUMMIT 1943.
SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
SET IN CONCRETE.
REFERENCE MARK 1 IS 89.51 FEET NE OF THE STATION AND 16 FEET
N OF THE E END OF
THE RETAINING WALL. THE DISK IS STAMPED SUMMIT
NO 1 1943.
REFERENCE MARK 2 IS 87.80 FEET SW OF THE STATION, 34.3 FEET
E OF THE W END OF
THE STONE RETAINING WALL, AND 3 FEET N OF THE
WALL. THE DISK IS STAMPED SUMMIT NO
2 1943.
NO AZIMUTH MARK WAS SET. AN OBSERVATION TOWER OF STONE CONSTRUCTION
WAS USED AS AN
AZIMUTH MARK. THIS TOWER IS APPROXIMATELY
1.0 MILE S OF THE STATION ON A
PROMINENT RIDGE OVERLOOKING
LAKE SUMMIT. THE POINT CENTERED WAS THE FLAGPOLE
AT THE TOP CENTER
OF THE TOWER.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 AND
STATE HIGHWAY 261,
GO E ON HIGHWAY 261 (WOOSTER AVENUE WITHIN THE
CITY LIMITS OF AKRON) FOR 4.75 MILES
TO THE WOOSTER AVENUE TANKS
ON THE LEFT. TURN LEFT UP A STEEP GRADE TO THE TOP OF
THE HILL,
THEN RIGHT FOR 0.05 MILE TO THE STATION.
HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
CONDITION. REFERENCE MARK 1
WAS FOUND TO BE .04 FOOT SHORTER THAN PREVIOUSLY MEASURED. REFERENCE
MARK 2 WAS FOUND TO BE .03 FOOT
SHORTER THAN PREVIOUSLY MEASURED. THE DIRECTION TO THE REFERENCE
MARKS CHECKED. THE DESCRIPTIONS ARE
ADEQUATE.
HEIGHT OF LIGHT ABOVE STATION MARK - 21.61 METERS.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1389 ***********************************************************************
MB1389 DESIGNATION - SUMMIT
MB1389 PID - MB1389
MB1389 STATE/COUNTY- OH/SUMMIT
MB1389
MB1389 HORZ DATUM - NAD 83(1986)
MB1389 VERT DATUM - NAVD 88
MB1389
MB1389 POSITION - 41 04 12.99162(N) 081 33 02.66237(W) ADJUSTED
MB1389 83 minus 27 - +00.19680 -00.56848 ADJUSTED
MB1389
MB1389 HEIGHT - 346.876 (meters) 1138.04 (feet) ADJUST
MB1389 88 minus 29 -0.20 ADJ UNCHK
MB1389 ***********************************************************************
MB1389
MB1389 LAPLACE CORR- -0.36 DEFLEC90
MB1389 GEOID HEIGHT- -33.60 GEOID90
MB1389 MODELED GRAV- 980,175.5 NAVD88
MB1389
MB1389
MB1389 HORZ ORDER - FIRST
MB1389 VERT ORDER - FIRST CLASS 2
MB1389
MB1389
MB1389.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1389.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1389.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1389.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1389
MB1389; North East Scale Converg.
MB1389;SPC OH N - 156,299.172 679,774.884 0.99993914 +0 37 25.0 MT
MB1389;UTM 17 - 4,546,704.449 453,731.093 0.99962635 -0 21 42.6 MT
MB1389
MB1389: Primary Azimuth Mark Grid Az
MB1389:SPC OH N - AKRON 001 17 20.4
MB1389:UTM 17 - AKRON 002 16 28.0
MB1389
MB1389|---------------------------------------------------------------------|
MB1389| Pid Reference Object Distance Geod. AZ |
MB1389| dddmmss.ss|
MB1389| MB1378 AKRON APPROX. 5.1 KM 0015445.4 |
MB1389| MB2907 AKRON FIRST UNITE C OF C SPIRE APPROX. 2.2 KM 0161208.0 |
MB1389| MB2737 CUYAHOGA FALLS MUNICIPAL TANK APPROX. 8.7 KM 0300832.5 |
MB1389| MB1390 SUMMIT RM 1 27.271 METERS 04504 |
MB1389| MB2878 AKRON OHIO EDISON ELEC CO TWR APPROX. 4.9 KM 0573240.3 |
MB1389| MB2920 AKRON TV STATION WAKR MAST APPROX. 3.0 KM 0634128.6 |
MB1389| MB2918 AKRON ZION LUTH CHURCH SPIRE APPROX. 3.1 KM 0670900.6 |
MB1389| MB2922 AKRON ST BERNARDS CH N SPIRE APPROX. 2.9 KM 0721248.4 |
MB1389| MB2916 AKRON ST BERNARDS CH S SPIRE APPROX. 2.9 KM 0722751.1 |
MB1389| MB2896 AKRON POLICE RADIO MAST APPROX. 3.6 KM 0794048.3 |
MB1389| MB2890 AKRON SACKS ELECTRIC CO TANK APPROX. 4.0 KM 0972935.0 |
MB1389| MB2713 AKRON ELBON AVE MUNICIPAL TANK APPROX. 4.7 KM 1045210.1 |
MB1389| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 8.0 KM 1212245.9 |
MB1389| MB2906 AKRON SAALFIELD PUB CO NE TANK APPROX. 2.5 KM 1281949.6 |
MB1389| MB2914 AKRON FIRESTONE CLOCK TOWER FP APPROX. 2.7 KM 1390838.5 |
MB1389| MB2877 AKRON FIRESTONE CC WATER TANK APPROX. 7.7 KM 1525526.3 |
MB1389| MB2910 LOUISVILLE AZ MK 2 APPROX. 3.4 KM 1655851.8 |
MB1389| MB2904 AKRON BF GOODRICH WATER TANK APPROX. 3.0 KM 1661644.1 |
MB1389| MB2908 AKRON FIRESTONE LATEX DIV TANK APPROX. 3.2 KM 1673106.4 |
MB1389| MB2912 AKRON RADIO STA KQC 969 MAST APPROX. 7.7 KM 1785705.5 |
MB1389| MB2926 BARBERTON EAST MUN STANDPIPE APPROX. 7.0 KM 2095459.3 |
MB1389| MB1388 SUMMIT RM 2 26.742 METERS 23351 |
MB1389| MB2925 BARBERTON RESERVE STANDPIPE APPROX. 5.8 KM 2465941.5 |
MB1389| MB2880 AKRON WOOSTER AVE MUN SPIPE 141.829 METERS 28055 |
MB1389| MB2884 AKRON WOOSTER AVE MUN TANK 110.451 METERS 28758 |
MB1389|---------------------------------------------------------------------|
MB1389
MB1389_STATION MARK IS A TRIANGULATION STATION DISK
MB1389_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1389_THE MARK IS STAMPED: SUMMIT 1943
MB1389
MB1389 HISTORY - Year Condition Recov. By
MB1389 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1389 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB1389
MB1389 STATION DESCRIPTION
MB1389
MB1389'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB1389'STATION IS LOCATED IN THE W SECTION OF THE CITY OF AKRON, ON A
MB1389'PROMINENT HILL ABOUT 0.7 MILE NW
MB1389'OF SUMMIT LAKE, AND 0.1 MILE N OF WOOSTER AVENUE. IT
MB1389'IS ON CITY PROPERTY AT THE
MB1389'SITE OF THE WOOSTER AVENUE WATER TANK.
MB1389'(THE KNOB ON THIS TANK MARKS STATION WOOSTER
MB1389'OF THE AKRON CITY
MB1389'SURVEY.) THE MARK IS 20 FEET NW OF AN OPENING AND STAIRWAY IN
MB1389'THE STONE
MB1389'RETAINING WALL AND 13.7 FEET N OF THE WALL. THE DISK
MB1389'IS STAMPED SUMMIT 1943.
MB1389'
MB1389'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
MB1389'SET IN CONCRETE.
MB1389'
MB1389'REFERENCE MARK 1 IS 89.51 FEET NE OF THE STATION AND 16 FEET
MB1389'N OF THE E END OF
MB1389'THE RETAINING WALL. THE DISK IS STAMPED SUMMIT
MB1389'NO 1 1943.
MB1389'
MB1389'REFERENCE MARK 2 IS 87.80 FEET SW OF THE STATION, 34.3 FEET
MB1389'E OF THE W END OF
MB1389'THE STONE RETAINING WALL, AND 3 FEET N OF THE
MB1389'WALL. THE DISK IS STAMPED SUMMIT NO
MB1389'2 1943.
MB1389'
MB1389'NO AZIMUTH MARK WAS SET. AN OBSERVATION TOWER OF STONE CONSTRUCTION
MB1389'WAS USED AS AN
MB1389'AZIMUTH MARK. THIS TOWER IS APPROXIMATELY
MB1389'1.0 MILE S OF THE STATION ON A
MB1389'PROMINENT RIDGE OVERLOOKING
MB1389'LAKE SUMMIT. THE POINT CENTERED WAS THE FLAGPOLE
MB1389'AT THE TOP CENTER
MB1389'OF THE TOWER.
MB1389'
MB1389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 21 AND
MB1389'STATE HIGHWAY 261,
MB1389'GO E ON HIGHWAY 261 (WOOSTER AVENUE WITHIN THE
MB1389'CITY LIMITS OF AKRON) FOR 4.75 MILES
MB1389'TO THE WOOSTER AVENUE TANKS
MB1389'ON THE LEFT. TURN LEFT UP A STEEP GRADE TO THE TOP OF
MB1389'THE HILL,
MB1389'THEN RIGHT FOR 0.05 MILE TO THE STATION.
MB1389'
MB1389'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
MB1389'
MB1389
MB1389 STATION RECOVERY (1963)
MB1389
MB1389'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB1389'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
MB1389'CONDITION. REFERENCE MARK 1
MB1389'WAS FOUND TO BE .04 FOOT SHORTER THAN PREVIOUSLY MEASURED. REFERENCE
MB1389'MARK 2 WAS FOUND TO BE .03 FOOT
MB1389'SHORTER THAN PREVIOUSLY MEASURED. THE DIRECTION TO THE REFERENCE
MB1389'MARKS CHECKED. THE DESCRIPTIONS ARE
MB1389'ADEQUATE.
MB1389'
MB1389'HEIGHT OF LIGHT ABOVE STATION MARK - 21.61 METERS.
MB1389'
|
|
|
|
|
|
|
|
|
|
|
|
2230227.0
|
512791.125
|
0101000020960E00005CB4C00CEA0341418E42C3225E4C1F41
|
false
|
2006-10-31 09:42:00 -0500
|
false
|
41.07027545
|
-81.55073954722222222222
|
-81.5507395472222
|
41.0702754499998
|
2230228.09963088
|
512791.533947983
|
679774.884317259
|
156299.172145672
|
717
|
717
|
SUMMIT RM 1
|
MB1390
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
4
|
13.0
|
N
|
81
|
33
|
2.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
346.042
|
1135.31
|
ADJUST
|
|
|
|
|
|
|
|
980175.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, ON THE TOP OF A HILL, NEAR THE SITE OF WATER TANKS,
IN THE WEST PART OF THE CITY, ABOUT 0.25 MILE WEST ALONG WOOSTER
AVENUE FROM THE JUNCTION OF EAST AVENUE, THENCE 0.05 MILE NORTH
ALONG A DIM GRAVEL ROAD UPHILL, THENCE 0.05 MILE EAST ACROSS
BALL FIELD, 89.5 FEET NORTHEAST OF THE STATION, 16 FEET SOUTHWEST
OF THE EAST END OF A STONE RETAINING WALL, 3 FEET NORTH OF THE
STONE WALL, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
ABOVE THE LEVEL OF THE GROUND.
RECOVERY NOTE 2013 SCE- COULD FIND ONLY REMNANTS OF STONE WALL.
|
2013-10-06 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1390 ***********************************************************************
MB1390 DESIGNATION - SUMMIT RM 1
MB1390 PID - MB1390
MB1390 STATE/COUNTY- OH/SUMMIT
MB1390
MB1390 HORZ DATUM - NAD 83(1986)
MB1390 VERT DATUM - NAVD 88
MB1390
MB1390 POSITION - 41 04 13. (N) 081 33 02. (W) SCALED
MB1390 83 minus 27 - +00. -01. SCALED
MB1390
MB1390 HEIGHT - 346.042 (meters) 1135.31 (feet) ADJUST
MB1390 88 minus 29 -0.20 ADJ UNCHK
MB1390 ***********************************************************************
MB1390
MB1390 GEOID HEIGHT- -33.60 GEOID90
MB1390 MODELED GRAV- 980,175.6 NAVD88
MB1390
MB1390
MB1390 VERT ORDER - FIRST CLASS 2
MB1390
MB1390
MB1390.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1390.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1390.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1390
MB1390
MB1390
MB1390
MB1390_STATION MARK IS A REFERENCE MARK DISK
MB1390_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1390_THE MARK IS STAMPED: SUMMIT NO 1 1943
MB1390
MB1390 HISTORY - Year Condition Recov. By
MB1390 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1390 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1390
MB1390 STATION DESCRIPTION
MB1390
MB1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1390'AT AKRON, ON THE TOP OF A HILL, NEAR THE SITE OF WATER TANKS,
MB1390'IN THE WEST PART OF THE CITY, ABOUT 0.25 MILE WEST ALONG WOOSTER
MB1390'AVENUE FROM THE JUNCTION OF EAST AVENUE, THENCE 0.05 MILE NORTH
MB1390'ALONG A DIM GRAVEL ROAD UPHILL, THENCE 0.05 MILE EAST ACROSS
MB1390'BALL FIELD, 89.5 FEET NORTHEAST OF THE STATION, 16 FEET SOUTHWEST
MB1390'OF THE EAST END OF A STONE RETAINING WALL, 3 FEET NORTH OF THE
MB1390'STONE WALL, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES
MB1390'ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2230279.75
|
512793.09375
|
0101000020960E0000C07ABA680304414118439BBC634C1F41
|
true
|
2013-10-16 04:29:00 -0400
|
false
|
41.07027777777777777778
|
-81.55055555555555555556
|
-81.5505555555556
|
41.0702777777776
|
2230278.8181909
|
512792.934186028
|
679790.343365274
|
156299.598939081
|
718
|
718
|
SUMMIT RM 2
|
MB1388
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
4
|
13.0
|
N
|
81
|
33
|
2.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
347.012
|
1138.49
|
ADJUST
|
|
|
|
|
|
|
|
980175.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, ON THE TOP OF A HILL, NEAR THE SITE OF TWO WATER
TANKS, IN THE WEST PART OF THE CITY, 87.8 FEET SOUTHWEST OF
THE STATION, 34.3 FEET EAST OF THE WEST END OF A STONE RETAINING
WALL, 3 FEET NORTH OF A STONE WALL, ABOUT 0.25 MILE WEST ALONG
WOOSTER AVENUE FROM ITS JUNCTION WITH EAST AVENUE, THENCE 0.05
MILE NORTH ALONG A DIM GRAVEL ROAD UPHILL, THENCE 0.05 MILE EAST
ACROSS A BALL FIELD, SET IN THE TOP OF A CONCRETE POST PROJECTING
4 INCHES ABOVE THE LEVEL OF THE GROUND.
RECOVERY NOTE 2013 SCE- COULD FIND ONLY REMNANTS OF STONE WALL.
|
2013-10-06 20:00:00 -0400
|
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1388 ***********************************************************************
MB1388 DESIGNATION - SUMMIT RM 2
MB1388 PID - MB1388
MB1388 STATE/COUNTY- OH/SUMMIT
MB1388
MB1388 HORZ DATUM - NAD 83(1986)
MB1388 VERT DATUM - NAVD 88
MB1388
MB1388 POSITION - 41 04 13. (N) 081 33 02. (W) SCALED
MB1388 83 minus 27 - +00. -01. SCALED
MB1388
MB1388 HEIGHT - 347.012 (meters) 1138.49 (feet) ADJUST
MB1388 88 minus 29 -0.20 ADJ UNCHK
MB1388 ***********************************************************************
MB1388
MB1388 GEOID HEIGHT- -33.60 GEOID90
MB1388 MODELED GRAV- 980,175.6 NAVD88
MB1388
MB1388
MB1388 VERT ORDER - FIRST CLASS 2
MB1388
MB1388
MB1388.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1388.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1388.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1388
MB1388
MB1388
MB1388
MB1388_STATION MARK IS A REFERENCE MARK DISK
MB1388_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1388_THE MARK IS STAMPED: SUMMIT NO 2 1943
MB1388
MB1388 HISTORY - Year Condition Recov. By
MB1388 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1388 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1388
MB1388 STATION DESCRIPTION
MB1388
MB1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1388'AT AKRON, ON THE TOP OF A HILL, NEAR THE SITE OF TWO WATER
MB1388'TANKS, IN THE WEST PART OF THE CITY, 87.8 FEET SOUTHWEST OF
MB1388'THE STATION, 34.3 FEET EAST OF THE WEST END OF A STONE RETAINING
MB1388'WALL, 3 FEET NORTH OF A STONE WALL, ABOUT 0.25 MILE WEST ALONG
MB1388'WOOSTER AVENUE FROM ITS JUNCTION WITH EAST AVENUE, THENCE 0.05
MB1388'MILE NORTH ALONG A DIM GRAVEL ROAD UPHILL, THENCE 0.05 MILE EAST
MB1388'ACROSS A BALL FIELD, SET IN THE TOP OF A CONCRETE POST PROJECTING
MB1388'4 INCHES ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2230279.75
|
512793.09375
|
0101000020960E0000C07ABA680304414118439BBC634C1F41
|
true
|
2013-10-16 04:31:00 -0400
|
false
|
41.07027777777777777778
|
-81.55055555555555555556
|
-81.5505555555556
|
41.0702777777776
|
2230278.8181909
|
512792.934186028
|
679790.343365274
|
156299.598939081
|
719
|
719
|
SUTTON C OF A
|
MB1328
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
SUTTON
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY - 2021 UNABLE TO ACCESS
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
59.13853
|
N
|
81
|
31
|
13.14749
|
W
|
ADJUSTED
|
-33.72
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
163302.954
|
682252.953
|
0.99993979
|
+
|
0
|
38
|
37.0
|
|
MT
|
|
|
|
|
318.793
|
1045.91
|
ADJUST
|
|
0.33
|
DEFLEC90
|
|
|
|
|
980181.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ON A HILL ABOUT 3-1/2 MILES NORTH OF DOWNTOWN AKRON,
0.6 MILE WEST OF NORTH MAIN
STREET, 0.55 MILE SOUTH-SOUTHEAST OF PORTAGE TRAIL AND ON THE
PROPERTY OF MR. FAY SUTTON. IT IS
33 FEET NORTH OF THE NORTHWEST CORNER OF MR. HAROLD WRIGHTS
HOUSE, 37 FEET EAST OF A 10 INCH OAK TREE
AND 42.1 FEET SOUTHWEST OF A 16 INCH OAK TREE.
THE MARK IS A CITY OF AKRON DISK STAMPED SUTTON SET IN THE
TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH
IRON COVER.
TO REACH FROM THE INTERSECTION OF SACKETT HILLS DRIVE AND SACKETT
AVENUE, GO NORTH ON SACKETT
HILLS DRIVE FOR 0.25 MILE TO A NARROW GRAVELED DRIVEWAY RIGHT. TURN
RIGHT AND GO EAST ON THE GRAVELED
DRIVEWAY FOR 0.15 MILE TO THE END OF THE DRIVEWAY AT MR. HAROLD
WRIGHTS HOUSE AND THE STATION AT THE REAR
OF THE HOUSE.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT CUYAHOGA FALLS, ABOUT 0.8 MILES WEST ALONG SACKETT AVENUE FROM
THE INTERSECTION OF NORTH MAIN STREET, THENCE ABOUT 0.25 MILES NORTH
ALONG SACKETT HILLS DRIVE, THENCE ABOUT 0.15 MILE EAST ALONG
A PRIVATE DRIVE LEADING UP-HILL TO THE RESIDENCE OF MR. HAROLD
WRIGHT, 33 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 42.1
FEET SOUTHWEST OF A 16 INCH OAK TREE, 37 FEET EAST OF A 10
INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST ABOUT
4-INCHES BELOW THE LEVEL OF THE GROUND ACCESS WHICH IS HAD THROUGH
A 9-INCH IRON COVER MARKED AKRON SURVEY 1963.
2021 DRIVE IS POSTED ABSOLUTELY NO TRESPASSING!
|
2021-06-07 00:00:00 -0400
|
NGS
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1328 ***********************************************************************
MB1328 DESIGNATION - SUTTON C OF A
MB1328 PID - MB1328
MB1328 STATE/COUNTY- OH/SUMMIT
MB1328
MB1328 HORZ DATUM - NAD 83(1986)
MB1328 VERT DATUM - NAVD 88
MB1328
MB1328 POSITION - 41 07 59.13853(N) 081 31 13.14749(W) ADJUSTED
MB1328 83 minus 27 - +00.19772 -00.56448 ADJUSTED
MB1328
MB1328 HEIGHT - 318.793 (meters) 1045.91 (feet) ADJUST
MB1328 88 minus 29 -0.20 ADJ UNCHK
MB1328 ***********************************************************************
MB1328
MB1328 LAPLACE CORR- 0.33 DEFLEC90
MB1328 GEOID HEIGHT- -33.72 GEOID90
MB1328 MODELED GRAV- 980,181.9 NAVD88
MB1328
MB1328
MB1328 HORZ ORDER - FIRST
MB1328 VERT ORDER - FIRST CLASS 2
MB1328
MB1328
MB1328.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1328.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1328.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1328.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1328
MB1328; North East Scale Converg.
MB1328;SPC OH N - 163,302.954 682,252.953 0.99993979 +0 38 37.0 MT
MB1328;UTM 17 - 4,553,662.377 456,328.459 0.99962347 -0 20 32.2 MT
MB1328
MB1328: Primary Azimuth Mark Grid Az
MB1328:SPC OH N - AKRON RADIO STA WCUE E MAST 180 07 07.8
MB1328:UTM 17 - AKRON RADIO STA WCUE E MAST 181 06 17.0
MB1328
MB1328|---------------------------------------------------------------------|
MB1328| Pid Reference Object Distance Geod. AZ |
MB1328| dddmmss.ss|
MB1328| MB2874 CUYAHOGA FALLS P T MUN SPIPE APPROX. 2.1 KM 0535916.9 |
MB1328| MB2737 CUYAHOGA FALLS MUNICIPAL TANK APPROX. 1.9 KM 0730411.9 |
MB1328| MB2920 AKRON TV STATION WAKR MAST APPROX. 5.6 KM 1781855.6 |
MB1328| MB2871 AKRON RADIO STA WCUE E MAST APPROX. 0.8 KM 1804544.8 |
MB1328| MB2872 AKRON RADIO STA WCUE W MAST APPROX. 0.8 KM 1902922.7 |
MB1328|---------------------------------------------------------------------|
MB1328
MB1328_STATION MARK IS A SURVEY DISK
MB1328_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1328_THE MARK IS STAMPED: SUTTON
MB1328
MB1328 HISTORY - Year Condition Recov. By
MB1328 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1328 HISTORY - 1963 CITY OF AKRON OHIO
MB1328 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1328
MB1328 STATION DESCRIPTION
MB1328
MB1328'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1328'THE STATION IS ON A HILL ABOUT 3-1/2 MILES NORTH OF DOWNTOWN AKRON,
MB1328'0.6 MILE WEST OF NORTH MAIN
MB1328'STREET, 0.55 MILE SOUTH-SOUTHEAST OF PORTAGE TRAIL AND ON THE
MB1328'PROPERTY OF MR. FAY SUTTON. IT IS
MB1328'33 FEET NORTH OF THE NORTHWEST CORNER OF MR. HAROLD WRIGHTS
MB1328'HOUSE, 37 FEET EAST OF A 10 INCH OAK TREE
MB1328'AND 42.1 FEET SOUTHWEST OF A 16 INCH OAK TREE.
MB1328'THE MARK IS A CITY OF AKRON DISK STAMPED SUTTON SET IN THE
MB1328'TOP OF A 6 INCH SQUARE
MB1328'CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF
MB1328'CONCRETE AND COVERED WITH A 9 INCH
MB1328'IRON COVER.
MB1328'
MB1328'TO REACH FROM THE INTERSECTION OF SACKETT HILLS DRIVE AND SACKETT
MB1328'AVENUE, GO NORTH ON SACKETT
MB1328'HILLS DRIVE FOR 0.25 MILE TO A NARROW GRAVELED DRIVEWAY RIGHT. TURN
MB1328'RIGHT AND GO EAST ON THE GRAVELED
MB1328'DRIVEWAY FOR 0.15 MILE TO THE END OF THE DRIVEWAY AT MR. HAROLD
MB1328'WRIGHTS HOUSE AND THE STATION AT THE REAR
MB1328'OF THE HOUSE.
MB1328'
MB1328
MB1328 STATION RECOVERY (1964)
MB1328
MB1328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1328'AT CUYAHOGA FALLS, ABOUT 0.8 MILES WEST ALONG SACKETT AVENUE FROM
MB1328'THE INTERSECTION OF NORTH MAIN STREET, THENCE ABOUT 0.25 MILES NORTH
MB1328'ALONG SACKETT HILLS DRIVE, THENCE ABOUT 0.15 MILE EAST ALONG
MB1328'A PRIVATE DRIVE LEADING UP-HILL TO THE RESIDENCE OF MR. HAROLD
MB1328'WRIGHT, 33 FEET NORTH OF THE NORTHWEST CORNER OF THE HOUSE, 42.1
MB1328'FEET SOUTHWEST OF A 16 INCH OAK TREE, 37 FEET EAST OF A 10
MB1328'INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE POST ABOUT
MB1328'4-INCHES BELOW THE LEVEL OF THE GROUND ACCESS WHICH IS HAD THROUGH
MB1328'A 9-INCH IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2238358.75
|
535770.0625
|
0101000020960E00001448431DCB134141DEBB128CB3592041
|
true
|
2005-03-17 08:13:00 -0500
|
false
|
41.13309403611111111111
|
-81.52031874722222222223
|
-81.5203187472222
|
41.133094036111
|
2238358.22861577
|
535769.773580428
|
682252.952587992
|
163302.953593206
|
720
|
720
|
T 177
|
KY1701
|
OH
|
Summit
|
|
NGS
|
1953-12-31 00:00:00 -0500
|
DISK IN WALL
|
T 177 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1967 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2011 GOOD COSE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY FIELD CREW - 2020 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
55
|
20.0
|
N
|
81
|
38
|
35.0
|
W
|
SCALED
|
-33.36
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
293.181
|
961.88
|
ADJUST
|
|
|
|
|
|
|
|
980172.4
|
NAVD88
|
NAVD 88
|
FIRST
|
1
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
AT WARWICK, NEAR THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD
AND THE PENNSYLVANIA RAILROAD, IN SECTION 31, R 10 W, T 2 N, SET
VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST CORNER OF THE
TWO-STORIED RED BRICK SWITCH TOWER, 0.3 FOOT EAST OF THE SOUTHWEST
CORNER OF THE BUILDING, 3.4 FEET ABOVE THE CONCRETE LANDING AT THE
BASE OF THE METAL STAIR AND 3 FEET ABOVE THE LEVEL OF THE TRACK.
|
2020-01-21 00:00:00 -0500
|
COSE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1701 ***********************************************************************
KY1701 DESIGNATION - T 177
KY1701 PID - KY1701
KY1701 STATE/COUNTY- OH/SUMMIT
KY1701
KY1701 HORZ DATUM - NAD 83(1986)
KY1701 VERT DATUM - NAVD 88
KY1701
KY1701 POSITION - 40 55 20. (N) 081 38 35. (W) SCALED
KY1701 83 minus 27 - +00. -01. SCALED
KY1701
KY1701 HEIGHT - 293.181 (meters) 961.88 (feet) ADJUST
KY1701 88 minus 29 -0.20 ADJ UNCHK
KY1701 ***********************************************************************
KY1701
KY1701 GEOID HEIGHT- -33.36 GEOID90
KY1701 MODELED GRAV- 980,172.4 NAVD88
KY1701
KY1701
KY1701 VERT ORDER - FIRST CLASS 1
KY1701
KY1701
KY1701.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1701.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1701.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1701
KY1701
KY1701
KY1701
KY1701_STATION MARK IS A BENCH MARK DISK
KY1701_WITH SETTING: SET IN A LIGHT STRUCTURE
KY1701_THE MARK IS STAMPED: T 177 1954
KY1701
KY1701 HISTORY - Year Condition Recov. By
KY1701 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY1701 HISTORY - 1967 GOOD NATIONAL GEODETIC SURVEY
KY1701 HISTORY - 2000 GOOD COSE
KY1701
KY1701 STATION DESCRIPTION
KY1701
KY1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
KY1701'AT WARWICK, NEAR THE CROSSING OF THE BALTIMORE AND OHIO RAILROAD
KY1701'AND THE PENNSYLVANIA RAILROAD, IN SECTION 31, R 10 W, T 2 N, SET
KY1701'VERTICALLY IN THE SOUTH FACE OF THE SOUTHWEST CORNER OF THE
KY1701'TWO-STORIED RED BRICK SWITCH TOWER, 0.3 FOOT EAST OF THE SOUTHWEST
KY1701'CORNER OF THE BUILDING, 3.4 FEET ABOVE THE CONCRETE LANDING AT THE
KY1701'BASE OF THE METAL STAIR AND 3 FEET ABOVE THE LEVEL OF THE TRACK.
|
|
|
|
|
|
|
|
|
|
|
|
2205360.0
|
458610.0
|
0101000020960E0000A6240CE33CD3404138C05FEF7AFD1B41
|
true
|
2011-01-31 03:43:00 -0500
|
false
|
40.92222222222222222223
|
-81.64305555555555555555
|
-81.6430555555556
|
40.9222222222221
|
2205305.77380808
|
458590.733763698
|
672178.544213791
|
139778.735208627
|
721
|
721
|
T 178
|
MB1290
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2013 DESTROYED SCE
|
NAD 83(1986)
|
|
false
|
41
|
4
|
7.0
|
N
|
81
|
31
|
21.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
300.305
|
985.25
|
ADJUST
|
|
|
|
|
|
|
|
980174.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ABOUT 0.7 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE UNION STATION, ABOUT 0.1 MILE SOUTHWEST OF MILE
POST 14, IN THE TOP OF THE NORTHEAST CORNER OF THE THIRD PIER
BASE WEST OF THE EAST END OF MC COY STREET FOOT BRIDGE NO. 14.12
OVER THE TRACKS AND ABOUT 4 FEET ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
RECOVERY NOTE 2013 SCE- BRIDGE AND ALL PIERS HAVE BEEN REMOVED
|
2013-10-06 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1290 ***********************************************************************
MB1290 DESIGNATION - T 178
MB1290 PID - MB1290
MB1290 STATE/COUNTY- OH/SUMMIT
MB1290
MB1290 HORZ DATUM - NAD 83(1986)
MB1290 VERT DATUM - NAVD 88
MB1290
MB1290 POSITION - 41 04 07. (N) 081 31 21. (W) SCALED
MB1290 83 minus 27 - +00. -01. SCALED
MB1290
MB1290 HEIGHT - 300.305 (meters) 985.25 (feet) ADJUST
MB1290 88 minus 29 -0.20 ADJ UNCHK
MB1290 ***********************************************************************
MB1290
MB1290 GEOID HEIGHT- -33.60 GEOID90
MB1290 MODELED GRAV- 980,174.6 NAVD88
MB1290
MB1290
MB1290 VERT ORDER - FIRST CLASS 2
MB1290
MB1290
MB1290.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1290.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1290.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1290
MB1290
MB1290
MB1290
MB1290_STATION MARK IS A BENCH MARK DISK
MB1290_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1290_THE MARK IS STAMPED: T 178 1954
MB1290
MB1290 HISTORY - Year Condition Recov. By
MB1290 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1290 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1290
MB1290 STATION DESCRIPTION
MB1290
MB1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1290'AT AKRON, ABOUT 0.7 MILE SOUTHWEST ALONG THE BALTIMORE AND OHIO
MB1290'RAILROAD FROM THE UNION STATION, ABOUT 0.1 MILE SOUTHWEST OF MILE
MB1290'POST 14, IN THE TOP OF THE NORTHEAST CORNER OF THE THIRD PIER
MB1290'BASE WEST OF THE EAST END OF MC COY STREET FOOT BRIDGE NO. 14.12
MB1290'OVER THE TRACKS AND ABOUT 4 FEET ABOVE GROUND.
MB1290
MB1290 STATION RECOVERY (1963)
MB1290
MB1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1290'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2238021.0
|
512271.21875
|
0101000020960E000004A08C5C22134141009005D43C441F41
|
true
|
2013-10-16 04:34:00 -0400
|
false
|
41.06861111111111111111
|
-81.5225
|
-81.5225
|
41.068611111111
|
2238020.72304154
|
512271.207052469
|
682150.080683221
|
156140.576190728
|
722
|
722
|
T 301
|
MB1379
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE 2015 GOOD COSE SURVEY CREW - 2017 NOT RECOVERED COSE SURVEY FIELD CREW 2022 BUILDING HAS BEEN RAZED
|
NAD 83(1986)
|
|
false
|
41
|
6
|
56.0
|
N
|
81
|
33
|
55.0
|
W
|
SCALED
|
-33.69
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
304.368
|
998.58
|
ADJUST
|
|
|
|
|
|
|
|
980181.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, NEAR THE JUNCTION OF GARMAN ROAD AND MC DOWELL AVENUE,
SET VERTICALLY IN THE WEST BRICK FACE AT THE NORTHWEST CORNER
OF THE ANNE T. CASE SCHOOL, 127 YARDS SOUTH OF THE CENTER OF
GARMAN ROAD, 27.2 FEET EAST OF THE EAST CURB OF MC DOWELL
AVENUE, 1.4 FEET SOUTH OF THE NORTHWEST CORNER OF BUILDING AND
2 FEET ABOVE THE GROUND, 4 FEET ABOVE THE AVENUE. SCHOOL HAS BEEN RAZED
|
2017-09-26 00:00:00 -0400
|
SCE
|
DESTROYED
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1379 ***********************************************************************
MB1379 DESIGNATION - T 301
MB1379 PID - MB1379
MB1379 STATE/COUNTY- OH/SUMMIT
MB1379
MB1379 HORZ DATUM - NAD 83(1986)
MB1379 VERT DATUM - NAVD 88
MB1379
MB1379 POSITION - 41 06 56. (N) 081 33 55. (W) SCALED
MB1379 83 minus 27 - +00. -01. SCALED
MB1379
MB1379 HEIGHT - 304.368 (meters) 998.58 (feet) ADJUST
MB1379 88 minus 29 -0.20 ADJ UNCHK
MB1379 ***********************************************************************
MB1379
MB1379 GEOID HEIGHT- -33.69 GEOID90
MB1379 MODELED GRAV- 980,181.4 NAVD88
MB1379
MB1379
MB1379 VERT ORDER - FIRST CLASS 2
MB1379
MB1379
MB1379.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1379.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1379.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1379
MB1379
MB1379
MB1379
MB1379_STATION MARK IS A BENCH MARK DISK
MB1379_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1379_THE MARK IS STAMPED: T 301 1963
MB1379
MB1379 HISTORY - Year Condition Recov. By
MB1379 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1379
MB1379 STATION DESCRIPTION
MB1379
MB1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1379'AT AKRON, NEAR THE JUNCTION OF GARMAN ROAD AND MC DOWELL AVENUE,
MB1379'SET VERTICALLY IN THE WEST BRICK FACE AT THE NORTHWEST CORNER
MB1379'OF THE ANNE T. CASE SCHOOL, 127 YARDS SOUTH OF THE CENTER OF
MB1379'GARMAN ROAD, 27.2 FEET EAST OF THE EAST CURB OF MC DOWELL
MB1379'AVENUE, 1.4 FEET SOUTH OF THE NORTHWEST CORNER OF BUILDING AND
MB1379'2 FEET ABOVE THE GROUND, 4 FEET ABOVE THE AVENUE.
|
|
|
|
|
|
|
|
|
|
|
|
2226043.25
|
529244.0625
|
0101000020960E0000D0FB1480BDFB404127F530ABB8262041
|
true
|
2012-05-17 03:44:00 -0400
|
false
|
41.11555555555555555556
|
-81.56527777777777777778
|
-81.5652777777778
|
41.1155555555554
|
2226043.00064037
|
529244.334357892
|
678499.263593712
|
161313.99574026
|
723
|
723
|
T 302
|
MB1400
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
6
|
8.0
|
N
|
81
|
31
|
2.0
|
W
|
SCALED
|
-33.66
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
306.231
|
1004.69
|
ADJUST
|
|
|
|
|
|
|
|
980178.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.3 MILE EAST ALONG WEST TALLMADGE AVENUE
FROM THE INTERSECTION OF CUYAHOGA STREET AT AKRON, AT THE SAMUEL
FINDLEY SCHOOL, SET VERTICALLY IN THE SOUTHEAST BRICK FACE
OF THE WEST ONE OF THREE ARCHS AT SOUTH ENTRANCE TO SCHOOL, 45
FEET NORTH OF THE NORTH CURB OF WEST TALLMADGE AVENUE, 5.4 FEET
WEST OF THE CENTER OF THE WEST ARCH, 3 FEET ABOVE THE LEVEL OF
THE SIDEWALK, 1.0 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF ARCH.
|
2018-09-19 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1400 ***********************************************************************
MB1400 DESIGNATION - T 302
MB1400 PID - MB1400
MB1400 STATE/COUNTY- OH/SUMMIT
MB1400
MB1400 HORZ DATUM - NAD 83(1986)
MB1400 VERT DATUM - NAVD 88
MB1400
MB1400 POSITION - 41 06 08. (N) 081 31 02. (W) SCALED
MB1400 83 minus 27 - +00. -01. SCALED
MB1400
MB1400 HEIGHT - 306.231 (meters) 1004.69 (feet) ADJUST
MB1400 88 minus 29 -0.20 ADJ UNCHK
MB1400 ***********************************************************************
MB1400
MB1400 GEOID HEIGHT- -33.66 GEOID90
MB1400 MODELED GRAV- 980,178.1 NAVD88
MB1400
MB1400
MB1400 VERT ORDER - FIRST CLASS 2
MB1400
MB1400
MB1400.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1400.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1400.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1400
MB1400
MB1400
MB1400
MB1400_STATION MARK IS A BENCH MARK DISK
MB1400_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1400_THE MARK IS STAMPED: T 302 1964
MB1400
MB1400 HISTORY - Year Condition Recov. By
MB1400 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1400
MB1400 STATION DESCRIPTION
MB1400
MB1400'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1400'AT AKRON, ABOUT 0.3 MILE EAST ALONG WEST TALLMADGE AVENUE
MB1400'FROM THE INTERSECTION OF CUYAHOGA STREET AT AKRON, AT THE SAMUEL
MB1400'FINDLEY SCHOOL, SET VERTICALLY IN THE SOUTHEAST BRICK FACE
MB1400'OF THE WEST ONE OF THREE ARCHS AT SOUTH ENTRANCE TO SCHOOL, 45
MB1400'FEET NORTH OF THE NORTH CURB OF WEST TALLMADGE AVENUE, 5.4 FEET
MB1400'WEST OF THE CENTER OF THE WEST ARCH, 3 FEET ABOVE THE LEVEL OF
MB1400'THE SIDEWALK, 1.0 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF ARCH.
|
|
|
|
|
|
|
|
|
|
|
|
2239338.75
|
524532.5
|
0101000020960E00001656A2F1B4154141A5BAEDD0E8012041
|
true
|
2012-05-18 03:05:00 -0400
|
false
|
41.10222222222222222222
|
-81.51722222222222222223
|
-81.5172222222222
|
41.1022222222221
|
2239337.88776661
|
524532.408063729
|
682551.553294369
|
159877.797733406
|
724
|
724
|
T 303 S CO
|
KY2869
|
OH
|
Summit
|
|
NGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
T 303
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTEDHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2001 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
Third
|
true
|
40
|
59
|
38.3336883
|
N
|
81
|
26
|
43.6767451
|
W
|
Adjusted
|
-33.52
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
147929.1578
|
688724.0144
|
0.99993996
|
+
|
0
|
41
|
34.0
|
US
|
MT
|
|
TRAV
|
SCE
|
2006-06-07 00:00:00 -0400
|
321.462
|
1054.66
|
ADJUST
|
|
|
|
|
|
|
|
980164.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
ABOUT 1.75 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
FROM THE CROSSING OF STATE HIGHWAY 619 AT MYERSVILLE, NEAR
THE CROSSING OF PRESSLER ROAD, 130 YARDS SOUTH ALONG PRESSLER
ROAD FROM THE CENTER OF THE CROSSING, SET IN THE TOP AT THE WEST
END (FIRST STEP DOWN FROM THE TOP) OF THE NORTH CONCRETE ABUTMENT
OF A 24 FOOT BRIDGE OVER A SMALL STREAM AND UNDER PRESSLER ROAD,
19 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET WEST OF THE
NORTHWEST CORNER OF THE WEST CONCRETE BANISTER OF THE BRIDGE AND
ABOUT LEVEL WITH THE ROAD.
|
2019-04-22 00:00:00 -0400
|
SCE
|
Good
|
Yes
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2869 ***********************************************************************
KY2869 DESIGNATION - T 303 S CO
KY2869 PID - KY2869
KY2869 STATE/COUNTY- OH/SUMMIT
KY2869
KY2869 HORZ DATUM - NAD 83(1986)
KY2869 VERT DATUM - NAVD 88
KY2869
KY2869 POSITION - 40 59 38. (N) 081 26 42. (W) SCALED
KY2869 83 minus 27 - +00. -01. SCALED
KY2869
KY2869 HEIGHT - 321.462 (meters) 1054.66 (feet) ADJUST
KY2869 88 minus 29 -0.19 SCALED
KY2869 ***********************************************************************
KY2869
KY2869 GEOID HEIGHT- -33.52 GEOID90
KY2869 MODELED GRAV- 980,164.1 NAVD88
KY2869
KY2869
KY2869 VERT ORDER - FIRST CLASS 2
KY2869
KY2869
KY2869.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY2869.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY2869.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY2869
KY2869
KY2869
KY2869
KY2869_STATION MARK IS A SURVEY DISK
KY2869_WITH SETTING: SET IN A MASSIVE STRUCTURE
KY2869_THE MARK IS STAMPED: T 303
KY2869
KY2869 HISTORY - Year Condition Recov. By
KY2869 HISTORY - UNK STATION MONUMENTED
KY2869 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
KY2869
KY2869 STATION DESCRIPTION
KY2869
KY2869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
KY2869'ABOUT 1.75 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
KY2869'FROM THE CROSSING OF STATE HIGHWAY 619 AT MYERSVILLE, NEAR
KY2869'THE CROSSING OF PRESSLER ROAD, 130 YARDS SOUTH ALONG PRESSLER
KY2869'ROAD FROM THE CENTER OF THE CROSSING, SET IN THE TOP AT THE WEST
KY2869'END (FIRST STEP DOWN FROM THE TOP) OF THE NORTH CONCRETE ABUTMENT
KY2869'OF A 24 FOOT BRIDGE OVER A SMALL STREAM AND UNDER PRESSLER ROAD,
KY2869'19 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.4 FEET WEST OF THE
KY2869'NORTHWEST CORNER OF THE WEST CONCRETE BANISTER OF THE BRIDGE AND
KY2869'ABOUT LEVEL WITH THE ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2259588.704
|
485330.912
|
0101000020960E00007D150D5A423D4141A27A66A54B9F1D41
|
true
|
2011-04-22 04:41:00 -0400
|
false
|
40.99398158008333333333
|
-81.44546576252777777777
|
-81.4454657625278
|
40.9939815800832
|
2259588.70352429
|
485330.911523739
|
688724.014282232
|
147929.157690735
|
726
|
726
|
TALLMADGE
|
MB1163
|
OH
|
Summit
|
|
CITY OF AKRON
|
1962-12-31 00:00:00 -0500
|
DISK IN CONCRERTE
|
TALLMADGE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1977 NATIONAL GEODETIC SURVEYHISTORY - 1989 GOOD OH DEPT OF TRANSPHISTORY - 1990 GOOD RINKER DETWILER AND ASSOCIATESHISTORY - 2007 GOOD J. KERNHISTORY - 2013 GOOD SCE - 2018 GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
5.11645
|
N
|
81
|
26
|
27.3184
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
159863.88
|
688961.429
|
0.99993931
|
+
|
0
|
41
|
44.7
|
|
MT
|
|
|
|
|
339.466
|
1113.73
|
ADJUST
|
|
-0.04
|
DEFLEC90
|
|
|
|
|
980174.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 4-1/4 MILES NORTHEAST OF DOWNTOWN AKRON, IN THE
EAST PART OF THE CIRCLE IN THE
TOWN OF TALLMADGE. IT IS 21 FEET WEST OF A FLAG POLE, 24 FEET EAST
OF THE CENTER OF A SIDEWALK, 144 FEET
SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRST CONGREGATIONAL
CHURCH AND 119 FEET NORTHEAST OF THE NORTHEAST CORNER
OF THE TALLMADGE CITY
HALL. THE MARK IS A CITY OF AKRON DISK STAMPED TALLMADGE SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE
MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE
AND COVERED WITH A 9 INCH IRON
COVER.
HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT TALLMADGE, IN THE EAST PART OF THE TRAFFIC CIRCLE, 144 FEET
SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRST CONGREGATIONAL
CHURCH, 119 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
TALLMADGE CITY HALL, 21.5 FEET EAST OF THE EAST EDGE OF CONCRETE
SIDEWALK ALONG THE EAST SIDE OF CITY HALL, 21 FEET WEST OF A
FLAGPOLE, SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND
ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED
AKRON SURVEY 1963.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
REFERENCE MARK 1 WAS ESTABLISH AT THIS TIME. A COMPLETE NEW
DESCRIPTION FOLLOWS.
THE STATION IS LOCATED IN THE WEST SIDE OF THE INSIDE OF
THE TRAFFIC CIRCLE WHICH IS NEAR THE CENTER OF THE TOWN
OF TALLMADGE. PERMISSION TO USE THE STATION GRANTED BY
MAYOR JOHN R. MORGA, 46 NORTH AVE, TALLMADGE, OHIO 44278.
STATION MARK, STAMPED---TALLMADGE ACS 1963---, IS A
CITY OF AKRON SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE
CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND SURFACE
AND UNDER A 7-INCH MANHOLE COVER.
IT IS 119 FEET EAST OF THE NORTHEAST CORNER OF THE POLICE
STATION, 21.5 FEET EAST OF A SIDEWALK AND 20.5 FEET WEST OF A
FLAG POLE.
REFERENCE MARK 1, STAMPED---TALLMADGE ACS NO 1 1977---, IS A
STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 88 FEET
SOUTHWEST OF THE CENTER OF THE PAVEMENT, 19 FEET SOUTHEAST
OF THE SIDEWALK AND 8.5 FEET NORTHEAST OF A SIDEWALK.
NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
HEIGHT OF THE LIGHT ABOVE THE STATION WAS 01.3 METERS.
DESCRIBED BY J.E.DUNFORD.
RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM )
RECOVERED IN GOOD CONDITION
RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
RECOVERED AS DESCRIBED.
|
2018-01-09 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1163 ***********************************************************************
MB1163 DESIGNATION - TALLMADGE
MB1163 PID - MB1163
MB1163 STATE/COUNTY- OH/SUMMIT
MB1163
MB1163 HORZ DATUM - NAD 83(1986)
MB1163 VERT DATUM - NAVD 88
MB1163
MB1163 POSITION - 41 06 05.11645(N) 081 26 27.31840(W) ADJUSTED
MB1163 83 minus 27 - +00.20417 -00.58138 ADJUSTED
MB1163
MB1163 HEIGHT - 339.466 (meters) 1113.73 (feet) ADJUST
MB1163 88 minus 29 -0.20 ADJ UNCHK
MB1163 ***********************************************************************
MB1163
MB1163 LAPLACE CORR- -0.04 DEFLEC90
MB1163 GEOID HEIGHT- -33.66 GEOID90
MB1163 MODELED GRAV- 980,174.5 NAVD88
MB1163
MB1163
MB1163 HORZ ORDER - FIRST
MB1163 VERT ORDER - FIRST CLASS 2
MB1163
MB1163
MB1163.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1163.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1163.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1163.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1163
MB1163; North East Scale Converg.
MB1163;SPC OH N - 159,863.880 688,961.429 0.99993931 +0 41 44.7 MT
MB1163;UTM 17 - 4,550,109.537 462,974.654 0.99961687 -0 17 23.5 MT
MB1163
MB1163: Primary Azimuth Mark Grid Az
MB1163:SPC OH N - GREER C OF A 146 51 50.5
MB1163:UTM 17 - GREER C OF A 147 50 58.7
MB1163
MB1163|---------------------------------------------------------------------|
MB1163| Pid Reference Object Distance Geod. AZ |
MB1163| dddmmss.ss|
MB1163| MB2728 TALLMADGE ACS RM 1 32.278 METERS 01010 |
MB1163| MB2715 TALLMADGE MUNICIPAL STANDPIPE APPROX. 1.1 KM 0995342.4 |
MB1163| MB1217 GREER C OF A APPROX. 2.6 KM 1473335.2 |
MB1163| MB2702 AKRON RADIO STA KQG 810 MAST APPROX. 2.0 KM 1822457.2 |
MB1163| MB2920 AKRON TV STATION WAKR MAST APPROX. 6.8 KM 2520131.7 |
MB1163| MB2738 CUYAHOGA FALLS MUN STANDPIPE APPROX. 3.4 KM 3215800.2 |
MB1163| MB2710 TALLMADGE FIRST CONG CH SPIRE 49.011 METERS 32238 |
MB1163|---------------------------------------------------------------------|
MB1163
MB1163_STATION MARK IS A SURVEY DISK
MB1163_WITH SETTING: SET IN TOP OF SQUARE CONCRETE MONUMENT
MB1163_THE MARK IS STAMPED: TALLMADGE
MB1163
MB1163 HISTORY - Year Condition Recov. By
MB1163 HISTORY - 1963 STATION MONUMENTED CITY OF AKRON OHIO
MB1163 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1163 HISTORY - 1977 NATIONAL GEODETIC SURVEY
MB1163 HISTORY - 1989 GOOD OH DEPT OF TRANSP
MB1163 HISTORY - 1990 GOOD RINKER DETWILER AND ASSOCIATES
MB1163
MB1163 STATION DESCRIPTION
MB1163
MB1163'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1163'THE STATION IS ABOUT 4-1/4 MILES NORTHEAST OF DOWNTOWN AKRON, IN THE
MB1163'EAST PART OF THE CIRCLE IN THE
MB1163'TOWN OF TALLMADGE. IT IS 21 FEET WEST OF A FLAG POLE, 24 FEET EAST
MB1163'OF THE CENTER OF A SIDEWALK, 144 FEET
MB1163'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRST CONGREGATIONAL
MB1163'CHURCH AND 119 FEET NORTHEAST OF THE NORTHEAST CORNER
MB1163'OF THE TALLMADGE CITY
MB1163'HALL. THE MARK IS A CITY OF AKRON DISK STAMPED TALLMADGE SET IN THE
MB1163'TOP OF A 6 INCH SQUARE CONCRETE
MB1163'MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE
MB1163'AND COVERED WITH A 9 INCH IRON
MB1163'COVER.
MB1163'
MB1163'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
MB1163'
MB1163
MB1163 STATION RECOVERY (1964)
MB1163
MB1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1163'AT TALLMADGE, IN THE EAST PART OF THE TRAFFIC CIRCLE, 144 FEET
MB1163'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FIRST CONGREGATIONAL
MB1163'CHURCH, 119 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
MB1163'TALLMADGE CITY HALL, 21.5 FEET EAST OF THE EAST EDGE OF CONCRETE
MB1163'SIDEWALK ALONG THE EAST SIDE OF CITY HALL, 21 FEET WEST OF A
MB1163'FLAGPOLE, SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND
MB1163'ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED
MB1163'AKRON SURVEY 1963.
MB1163
MB1163 STATION RECOVERY (1977)
MB1163
MB1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB1163'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.
MB1163'REFERENCE MARK 1 WAS ESTABLISH AT THIS TIME. A COMPLETE NEW
MB1163'DESCRIPTION FOLLOWS.
MB1163'
MB1163'THE STATION IS LOCATED IN THE WEST SIDE OF THE INSIDE OF
MB1163'THE TRAFFIC CIRCLE WHICH IS NEAR THE CENTER OF THE TOWN
MB1163'OF TALLMADGE. PERMISSION TO USE THE STATION GRANTED BY
MB1163'MAYOR JOHN R. MORGA, 46 NORTH AVE, TALLMADGE, OHIO 44278.
MB1163'
MB1163'STATION MARK, STAMPED---TALLMADGE ACS 1963---, IS A
MB1163'CITY OF AKRON SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE
MB1163'CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND SURFACE
MB1163'AND UNDER A 7-INCH MANHOLE COVER.
MB1163'IT IS 119 FEET EAST OF THE NORTHEAST CORNER OF THE POLICE
MB1163'STATION, 21.5 FEET EAST OF A SIDEWALK AND 20.5 FEET WEST OF A
MB1163'FLAG POLE.
MB1163'
MB1163'REFERENCE MARK 1, STAMPED---TALLMADGE ACS NO 1 1977---, IS A
MB1163'STANDARD DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
MB1163'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS 88 FEET
MB1163'SOUTHWEST OF THE CENTER OF THE PAVEMENT, 19 FEET SOUTHEAST
MB1163'OF THE SIDEWALK AND 8.5 FEET NORTHEAST OF A SIDEWALK.
MB1163'
MB1163'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
MB1163'HEIGHT OF THE LIGHT ABOVE THE STATION WAS 01.3 METERS.
MB1163'
MB1163'DESCRIBED BY J.E.DUNFORD.
MB1163'
MB1163
MB1163 STATION RECOVERY (1989)
MB1163
MB1163'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM )
MB1163'RECOVERED IN GOOD CONDITION
MB1163
MB1163 STATION RECOVERY (1990)
MB1163
MB1163'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
MB1163'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2260368.75
|
524486.8125
|
0101000020960E0000746482CFC73E41415F60867D8D012041
|
true
|
2013-09-24 07:25:00 -0400
|
false
|
41.10142123611111111111
|
-81.44092177777777777777
|
-81.4409217777778
|
41.101421236111
|
2260367.62116676
|
524486.745165836
|
688961.428854486
|
159863.879654289
|
731
|
731
|
TEDDY C OF A
|
MB1213
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1989 GOOD OH DEPT OF TRANSPHISTORY - 2012 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
3.07016
|
N
|
81
|
26
|
23.31206
|
W
|
ADJUSTED
|
-33.61
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
156100.546
|
689100.668
|
0.99993914
|
+
|
0
|
41
|
47.4
|
|
MT
|
|
|
|
|
345.483
|
1133.47
|
ADJUST
|
|
-0.38
|
DEFLEC90
|
|
|
|
|
980171.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF DOWNTOWN
AKRON, 0.2 MILE NORTH OF THE
EXPRESSWAY, AND JUST SOUTHEAST OF THE INTERSECTION OF KERMIT AND
TEDDY AVENUES. IT IS A CITY OF
AKRON DISK STAMPED TEDDY, SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 5 INCHES UNDER A 3
FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE SURFACE OF
THE GROUND. IT IS 49.8 FEET SOUTH
OF A STREET SIGN POLE, 49.4 FEET WEST-SOUTHWEST OF A POWER POLE, 86.8
FEET WEST- NORTHWEST OF THE
NORTHWEST CORNER OF A FRAME HOUSE AT 2346 KERMIT AVENUE, 62.5 FEET
SOUTH-SOUTHWEST OF A FIRE HYDRANT,
34 FEET SOUTH OF THE CENTERLINE OF KERMIT AVENUE,
AND 17.9 FEET NORTHEAST OF AN 8 INCH APPLE TREE.
HEIGHT OF LIGHT ABOVE STATION MARK 30.38 METERS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, 0.15 MILE EAST ALONG CONGO STREET FROM THE INTERSECTION
OF DARROW ROAD, THENCE 0.1 MILE SOUTH ALONG TEDDY AVENUE, NEAR
THE INTERSECTION OF TEDDY AVENUE AND KERMIT AVENUE, IN THE WEST
ENTRANCE OF A CIRCULAR DRIVE, 33 FEET SOUTH OF THE CENTER LINE
OF KERMIT AVENUE, 58 FEET NORTHWEST OF THE NORTHWEST CORNER OF
GARAGE OF HOUSE AT 2346 KERMIT AVENUE, 49 1/2 FEET WEST-SOUTHWEST
OF POWER POLE 38593, 49.8 FEET SOUTH AND ACROSS KERMIT AVENUE
FROM STREET SIGN POST, AND SET IN THE TOP OF A CONCRETE POST
ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND ACCESS TO WHICH
IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2019-01-08 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1213 ***********************************************************************
MB1213 DESIGNATION - TEDDY C OF A
MB1213 PID - MB1213
MB1213 STATE/COUNTY- OH/SUMMIT
MB1213
MB1213 HORZ DATUM - NAD 83(1986)
MB1213 VERT DATUM - NAVD 88
MB1213
MB1213 POSITION - 41 04 03.07016(N) 081 26 23.31206(W) ADJUSTED
MB1213 83 minus 27 - +00.20462 -00.58527 ADJUSTED
MB1213
MB1213 HEIGHT - 345.483 (meters) 1133.47 (feet) ADJUST
MB1213 88 minus 29 -0.19 ADJ UNCHK
MB1213 ***********************************************************************
MB1213
MB1213 LAPLACE CORR- -0.38 DEFLEC90
MB1213 GEOID HEIGHT- -33.61 GEOID90
MB1213 MODELED GRAV- 980,171.1 NAVD88
MB1213
MB1213
MB1213 HORZ ORDER - FIRST
MB1213 VERT ORDER - FIRST CLASS 2
MB1213
MB1213
MB1213.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1213.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1213.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1213.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1213
MB1213; North East Scale Converg.
MB1213;SPC OH N - 156,100.546 689,100.668 0.99993914 +0 41 47.4 MT
MB1213;UTM 17 - 4,546,345.579 463,049.119 0.99961680 -0 17 20.2 MT
MB1213
MB1213: Primary Azimuth Mark Grid Az
MB1213:SPC OH N - GREER C OF A 037 46 52.4
MB1213:UTM 17 - GREER C OF A 038 46 00.0
MB1213
MB1213|---------------------------------------------------------------------|
MB1213| Pid Reference Object Distance Geod. AZ |
MB1213| dddmmss.ss|
MB1213| MB1217 GREER C OF A APPROX. 2.1 KM 0382839.8 |
MB1213|---------------------------------------------------------------------|
MB1213
MB1213_STATION MARK IS A SURVEY DISK
MB1213_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1213_THE MARK IS STAMPED: TEDDY
MB1213
MB1213 HISTORY - Year Condition Recov. By
MB1213 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1213 HISTORY - 1963 CITY OF AKRON OHIO
MB1213 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1213 HISTORY - 1989 GOOD OH DEPT OF TRANSP
MB1213
MB1213 STATION DESCRIPTION
MB1213
MB1213'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1213'THE STATION IS LOCATED ABOUT 4 MILES EAST-SOUTHEAST OF DOWNTOWN
MB1213'AKRON, 0.2 MILE NORTH OF THE
MB1213'EXPRESSWAY, AND JUST SOUTHEAST OF THE INTERSECTION OF KERMIT AND
MB1213'TEDDY AVENUES. IT IS A CITY OF
MB1213'AKRON DISK STAMPED TEDDY, SET IN THE TOP OF A 6 INCH SQUARE
MB1213'CONCRETE POST THAT IS 5 INCHES UNDER A 3
MB1213'FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
MB1213'INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE SURFACE OF
MB1213'THE GROUND. IT IS 49.8 FEET SOUTH
MB1213'OF A STREET SIGN POLE, 49.4 FEET WEST-SOUTHWEST OF A POWER POLE, 86.8
MB1213'FEET WEST- NORTHWEST OF THE
MB1213'NORTHWEST CORNER OF A FRAME HOUSE AT 2346 KERMIT AVENUE, 62.5 FEET
MB1213'SOUTH-SOUTHWEST OF A FIRE HYDRANT,
MB1213'34 FEET SOUTH OF THE CENTERLINE OF KERMIT AVENUE,
MB1213'AND 17.9 FEET NORTHEAST OF AN 8 INCH APPLE TREE.
MB1213'
MB1213'HEIGHT OF LIGHT ABOVE STATION MARK 30.38 METERS.
MB1213'
MB1213
MB1213 STATION RECOVERY (1964)
MB1213
MB1213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1213'AT AKRON, 0.15 MILE EAST ALONG CONGO STREET FROM THE INTERSECTION
MB1213'OF DARROW ROAD, THENCE 0.1 MILE SOUTH ALONG TEDDY AVENUE, NEAR
MB1213'THE INTERSECTION OF TEDDY AVENUE AND KERMIT AVENUE, IN THE WEST
MB1213'ENTRANCE OF A CIRCULAR DRIVE, 33 FEET SOUTH OF THE CENTER LINE
MB1213'OF KERMIT AVENUE, 58 FEET NORTHWEST OF THE NORTHWEST CORNER OF
MB1213'GARAGE OF HOUSE AT 2346 KERMIT AVENUE, 49 1/2 FEET WEST-SOUTHWEST
MB1213'OF POWER POLE 38593, 49.8 FEET SOUTH AND ACROSS KERMIT AVENUE
MB1213'FROM STREET SIGN POST, AND SET IN THE TOP OF A CONCRETE POST
MB1213'ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND ACCESS TO WHICH
MB1213'IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
MB1213
MB1213 STATION RECOVERY (1989)
MB1213
MB1213'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM )
MB1213'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2260823.75
|
512140.09375
|
0101000020960E0000E50A7338AC3F4141E382577E2F421F41
|
true
|
2012-05-03 07:23:00 -0400
|
false
|
41.06751948888888888889
|
-81.43980890555555555555
|
-81.4398089055556
|
41.0675194888887
|
2260824.44101082
|
512139.873380704
|
689100.667821433
|
156100.545607514
|
733
|
733
|
TT 54 USGS
|
MB1365
|
OH
|
Summit
|
|
USGS
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1952 STATION MONUMENTED US GEOLOGICAL SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 COULD NOT LOCATE SCE -2015 UNABLE TO LOCATE SUMMIT COUNTY SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
6
|
49.0
|
N
|
81
|
34
|
43.0
|
W
|
SCALED
|
-33.68
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
301.83
|
990.25
|
ADJUST
|
|
|
|
|
|
|
|
980180.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, IN THE WESTERN PART OF THE CITY, ALONG WEST MARKET
STREET, NEAR THE INTERSECTION OF WEST MARKET STREET AND NORTH
PERSHING STREET, 3.2 FEET NORTHEAST OF THE NORTHEAST CURB OF WEST
MARKET STREET, 62 FEET NORTHWEST OF THE NORTHWEST CURB OF NORTH
PERSHING STREET, 2 1/2 FEET NORTHWEST OF POWER LINE POLE NO.
19179, 2.4 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A CONCRETE
SIDEWALK, 1/2 FOOT ABOVE THE LEVEL OF WEST MARKET STREET AND
SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
LEVEL OF THE GROUND.
|
2015-12-21 00:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1365 ***********************************************************************
MB1365 DESIGNATION - TT 54 USGS
MB1365 PID - MB1365
MB1365 STATE/COUNTY- OH/SUMMIT
MB1365
MB1365 HORZ DATUM - NAD 83(1986)
MB1365 VERT DATUM - NAVD 88
MB1365
MB1365 POSITION - 41 06 49. (N) 081 34 43. (W) SCALED
MB1365 83 minus 27 - +00. -01. SCALED
MB1365
MB1365 HEIGHT - 301.830 (meters) 990.25 (feet) ADJUST
MB1365 88 minus 29 -0.20 ADJ UNCHK
MB1365 ***********************************************************************
MB1365
MB1365 GEOID HEIGHT- -33.68 GEOID90
MB1365 MODELED GRAV- 980,180.9 NAVD88
MB1365
MB1365
MB1365 VERT ORDER - FIRST CLASS 2
MB1365
MB1365
MB1365.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1365.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1365.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1365
MB1365
MB1365
MB1365
MB1365_STATION MARK IS A SURVEY DISK
MB1365_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1365_THE MARK IS STAMPED: 991 TT 54 ER 1952
MB1365
MB1365 HISTORY - Year Condition Recov. By
MB1365 HISTORY - 1952 STATION MONUMENTED US GEOLOGICAL SURVEY
MB1365 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1365
MB1365 STATION DESCRIPTION
MB1365
MB1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1365'AT AKRON, IN THE WESTERN PART OF THE CITY, ALONG WEST MARKET
MB1365'STREET, NEAR THE INTERSECTION OF WEST MARKET STREET AND NORTH
MB1365'PERSHING STREET, 3.2 FEET NORTHEAST OF THE NORTHEAST CURB OF WEST
MB1365'MARKET STREET, 62 FEET NORTHWEST OF THE NORTHWEST CURB OF NORTH
MB1365'PERSHING STREET, 2 1/2 FEET NORTHWEST OF POWER LINE POLE NO.
MB1365'19179, 2.4 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF A CONCRETE
MB1365'SIDEWALK, 1/2 FOOT ABOVE THE LEVEL OF WEST MARKET STREET AND
MB1365'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE
MB1365'LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2222376.25
|
528496.1875
|
0101000020960E00002C60A77394F440410412ECB4E1202041
|
true
|
2013-10-16 04:45:00 -0400
|
false
|
41.11361111111111111111
|
-81.57861111111111111111
|
-81.5786111111111
|
41.113611111111
|
2222376.9035454
|
528496.853363574
|
677381.834964308
|
161086.163077526
|
734
|
734
|
TT 55 USGS
|
MB1354
|
OH
|
Summit
|
|
USGS
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1952 STATION MONUMENTED US GEOLOGICAL SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
7
|
41.0
|
N
|
81
|
36
|
35.0
|
W
|
SCALED
|
-33.71
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
306.259
|
1004.78
|
ADJUST
|
|
|
|
|
|
|
|
980181.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, IN THE WESTERN PART OF THE CITY, ALONG WEST MARKET
STREET, NEAR THE T JUNCTION OF WEST MARKET STREET AND MILLER
STREET LEADING SOUTH, 19 FEET NORTHEAST OF THE NORTHEAST CURB OF
WEST MARKET STREET, 12 FEET SOUTHEAST OF THE EXTENDED CENTER
LINE OF MILLER STREET, 9 FEET NORTHWEST OF POWER LINE POLE NO.
87120, 1 FOOT ABOVE THE LEVEL OF WEST MARKET STREET AND SET IN
THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
|
2012-07-25 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1354 ***********************************************************************
MB1354 DESIGNATION - TT 55 USGS
MB1354 PID - MB1354
MB1354 STATE/COUNTY- OH/SUMMIT
MB1354
MB1354 HORZ DATUM - NAD 83(1986)
MB1354 VERT DATUM - NAVD 88
MB1354
MB1354 POSITION - 41 07 41. (N) 081 36 35. (W) SCALED
MB1354 83 minus 27 - +00. -01. SCALED
MB1354
MB1354 HEIGHT - 306.259 (meters) 1004.78 (feet) ADJUST
MB1354 88 minus 29 -0.20 ADJ UNCHK
MB1354 ***********************************************************************
MB1354
MB1354 GEOID HEIGHT- -33.71 GEOID90
MB1354 MODELED GRAV- 980,181.1 NAVD88
MB1354
MB1354
MB1354 VERT ORDER - FIRST CLASS 2
MB1354
MB1354
MB1354.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1354.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1354.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1354
MB1354
MB1354
MB1354
MB1354_STATION MARK IS A SURVEY DISK
MB1354_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1354_THE MARK IS STAMPED: 1005 TT 55 ER 1952
MB1354
MB1354 HISTORY - Year Condition Recov. By
MB1354 HISTORY - 1952 STATION MONUMENTED US GEOLOGICAL SURVEY
MB1354 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1354
MB1354 STATION DESCRIPTION
MB1354
MB1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1354'AT AKRON, IN THE WESTERN PART OF THE CITY, ALONG WEST MARKET
MB1354'STREET, NEAR THE T JUNCTION OF WEST MARKET STREET AND MILLER
MB1354'STREET LEADING SOUTH, 19 FEET NORTHEAST OF THE NORTHEAST CURB OF
MB1354'WEST MARKET STREET, 12 FEET SOUTHEAST OF THE EXTENDED CENTER
MB1354'LINE OF MILLER STREET, 9 FEET NORTHWEST OF POWER LINE POLE NO.
MB1354'87120, 1 FOOT ABOVE THE LEVEL OF WEST MARKET STREET AND SET IN
MB1354'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2213750.25
|
533670.1875
|
0101000020960E00007E1E0F9CBBE3404126C51E534C492041
|
true
|
2012-07-26 08:59:00 -0400
|
false
|
41.12805555555555555556
|
-81.60972222222222222222
|
-81.6097222222222
|
41.1280555555554
|
2213751.2192114
|
533670.162344132
|
674752.721121076
|
162662.990808456
|
735
|
735
|
U 178
|
MB1291
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE 2021 NOT FOUND COSE
|
NAD 83(1986)
|
|
false
|
41
|
3
|
49.0
|
N
|
81
|
31
|
29.0
|
W
|
SCALED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
303.894
|
997.03
|
ADJUST
|
|
|
|
|
|
|
|
980174.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ABOUT 1.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE UNION STATION, NEAR THE INTERSECTION OF SOUTH
HIGH STREET AND EAST VORIS STREET, AT THE EAST VORIS STREET
CROSSING, SET VERTICALLY IN THE EAST FACE OF BRICK BUILDING OF
BEATRICK FOOD COMPANY BUILDING, 12 1/2 FEET WEST OF WEST RAIL OF
WEST MOST TRACK, 12 1/2 FEET SOUTH OF SOUTH CURB LINE OF EAST
VORIS STREET, ABOUT 55 YARDS EAST OF EAST CURB OF SOUTH HIGH
STREET AND ABOUT 3 FEET ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
2021 NOT FOUND BUILDING HAS BEEN RAZED
.
|
2021-05-27 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1291 ***********************************************************************
MB1291 DESIGNATION - U 178
MB1291 PID - MB1291
MB1291 STATE/COUNTY- OH/SUMMIT
MB1291
MB1291 HORZ DATUM - NAD 83(1986)
MB1291 VERT DATUM - NAVD 88
MB1291
MB1291 POSITION - 41 03 49. (N) 081 31 29. (W) SCALED
MB1291 83 minus 27 - +00. -01. SCALED
MB1291
MB1291 HEIGHT - 303.894 (meters) 997.03 (feet) ADJUST
MB1291 88 minus 29 -0.20 ADJ UNCHK
MB1291 ***********************************************************************
MB1291
MB1291 GEOID HEIGHT- -33.59 GEOID90
MB1291 MODELED GRAV- 980,174.2 NAVD88
MB1291
MB1291
MB1291 VERT ORDER - FIRST CLASS 2
MB1291
MB1291
MB1291.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1291.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1291.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1291
MB1291
MB1291
MB1291
MB1291_STATION MARK IS A BENCH MARK DISK
MB1291_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1291_THE MARK IS STAMPED: U 178 1954
MB1291
MB1291 HISTORY - Year Condition Recov. By
MB1291 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1291 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1291
MB1291 STATION DESCRIPTION
MB1291
MB1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1291'AT AKRON, ABOUT 1.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
MB1291'RAILROAD FROM THE UNION STATION, NEAR THE INTERSECTION OF SOUTH
MB1291'HIGH STREET AND EAST VORIS STREET, AT THE EAST VORIS STREET
MB1291'CROSSING, SET VERTICALLY IN THE EAST FACE OF BRICK BUILDING OF
MB1291'BEATRICK FOOD COMPANY BUILDING, 12 1/2 FEET WEST OF WEST RAIL OF
MB1291'WEST MOST TRACK, 12 1/2 FEET SOUTH OF SOUTH CURB LINE OF EAST
MB1291'VORIS STREET, ABOUT 55 YARDS EAST OF EAST CURB OF SOUTH HIGH
MB1291'STREET AND ABOUT 3 FEET ABOVE GROUND.
MB1291
MB1291 STATION RECOVERY (1963)
MB1291
MB1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1291'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2237429.25
|
510442.4375
|
0101000020960E0000C5B7E632FA1141417908CC37AB271F41
|
true
|
2012-05-10 03:22:00 -0400
|
false
|
41.06361111111111111111
|
-81.52472222222222222223
|
-81.5247222222222
|
41.063611111111
|
2237428.39766595
|
510442.804489262
|
681969.539547661
|
155583.277974866
|
736
|
736
|
TEMPLE ECC C OF A
|
MB1414
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2012 GOOD SCE HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
2
|
7.13046
|
N
|
81
|
32
|
44.68895
|
W
|
ADJUSTED
|
-33.55
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
152421.58
|
680236.92
|
0.9999393
|
+
|
0
|
37
|
36.8
|
|
MT
|
|
|
|
|
311.248
|
1021.15
|
ADJUST
|
|
-0.49
|
DEFLEC90
|
|
|
|
|
980172.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
TEMPLE (ACS) (ECC.) IS LOCATED AT THE NORTH SIDE OF THE ENTRANCE TO
AKRON BAPTIST TEMPLE. IT IS
20.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE TEMPLE, 24.2 FEET
NORTH OF THE MAIN ENTRANCE TO THE
TEMPLE, 4 FEET EAST OF THE TEMPLE WALL AND A STAINED WINDOW AND
108 FEET WEST OF THE CENTERLINE OF
MANCHESTER ROAD. THE MARK IS A CITY OF AKRON DISK
STAMPED TEMPLE ECC SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
IRON COVER.
|
2018-05-01 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1414 ***********************************************************************
MB1414 DESIGNATION - TEMPLE ECC C OF A
MB1414 PID - MB1414
MB1414 STATE/COUNTY- OH/SUMMIT
MB1414
MB1414 HORZ DATUM - NAD 83(1986)
MB1414 VERT DATUM - NAVD 88
MB1414
MB1414 POSITION - 41 02 07.13046(N) 081 32 44.68895(W) ADJUSTED
MB1414 83 minus 27 - +00.19811 -00.57348 ADJUSTED
MB1414
MB1414 HEIGHT - 311.248 (meters) 1021.15 (feet) ADJUST
MB1414 88 minus 29 -0.20 ADJ UNCHK
MB1414 ***********************************************************************
MB1414
MB1414 LAPLACE CORR- -0.49 DEFLEC90
MB1414 GEOID HEIGHT- -33.55 GEOID90
MB1414 MODELED GRAV- 980,172.2 NAVD88
MB1414
MB1414
MB1414 HORZ ORDER - SECOND
MB1414 VERT ORDER - FIRST CLASS 2
MB1414
MB1414
MB1414.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1414.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1414.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1414.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1414
MB1414; North East Scale Converg.
MB1414;SPC OH N - 152,421.580 680,236.920 0.99993930 +0 37 36.8 MT
MB1414;UTM 17 - 4,542,820.702 454,126.256 0.99962590 -0 21 29.9 MT
MB1414
MB1414
MB1414
MB1414_STATION MARK IS A SURVEY DISK
MB1414_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1414_THE MARK IS STAMPED: TEMPLE ECC
MB1414
MB1414 HISTORY - Year Condition Recov. By
MB1414 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1414 HISTORY - 1963 CITY OF AKRON OHIO
MB1414
MB1414 STATION DESCRIPTION
MB1414
MB1414'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1414'TEMPLE (ACS) (ECC.) IS LOCATED AT THE NORTH SIDE OF THE ENTRANCE TO
MB1414'AKRON BAPTIST TEMPLE. IT IS
MB1414'20.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE TEMPLE, 24.2 FEET
MB1414'NORTH OF THE MAIN ENTRANCE TO THE
MB1414'TEMPLE, 4 FEET EAST OF THE TEMPLE WALL AND A STAINED WINDOW AND
MB1414'108 FEET WEST OF THE CENTERLINE OF
MB1414'MANCHESTER ROAD. THE MARK IS A CITY OF AKRON DISK
MB1414'STAMPED TEMPLE ECC SET IN THE TOP OF A 6 INCH SQUARE
MB1414'CONCRETE MONUMENT 4 INCHES BELOW
MB1414'THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
MB1414'IRON COVER.
MB1414'
|
|
|
|
|
|
|
|
|
|
|
|
2231744.25
|
500069.3125
|
0101000020960E0000731F2DFBDF0641410A77363397851E41
|
true
|
2012-05-21 09:56:00 -0400
|
false
|
41.03531401666666666666
|
-81.54574693055555555555
|
-81.5457469305556
|
41.0353140166665
|
2231743.96231454
|
500069.800012455
|
680236.920187312
|
152421.579886939
|
745
|
745
|
UHLER C OF A
|
MB1395
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF ALBUQUERQUE NEW MEXICOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1975 CITY OF AKRON OHIOHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
30.5509
|
N
|
81
|
31
|
28.70286
|
W
|
ADJUSTED
|
-33.67
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
160566.388
|
681920.747
|
0.99993939
|
+
|
0
|
38
|
26.7
|
|
MT
|
|
|
|
|
271.156
|
889.62
|
ADJUST
|
|
-0.02
|
DEFLEC90
|
|
|
|
|
980179.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1963 (VBM)
THE STATION IS LOCATED ON THE EAST SIDE OF CUYAHOGA STREET, IN FRONT
OF THE BUILDING AT 675 CUYAHOGA
STREET ABOUT 2 MILES NORTH OF
DOWNTOWN AKRON. IT IS A CITY OF
AKRON DISK STAMPED UHLER SET IN THE TOP OF A 6 INCH
SQUARE CONCRETE POST THAT IS 5 INCHES UNDER A 3
FOOT SQUARE OF CONCRETE AND COVERED WITH
A 22 INCH IRON MANHOLE COVER. IT IS 9 FEET EAST OF THE EAST CURB
OF CUYAHOGA STREET, 9.8 FEET NORTH
OF THE CENTERLINE OF A DRIVEWAY, 25 FEET NORTHEAST OF A POWER POLE,
AND 10 FEET WEST OF THE CENTER OF A
CONCRETE STAIRWAY.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.5 MILE NORTH ALONG CUYAHOGA STREET FROM THE
INTERSECTION OF WEST TALLMADGE LEADING EAST AND TALLMADGE PARKWAY
LEADING WEST, ABOUT 0.1 MILE NORTH OF THE INTERSECTION OF
UHLER STREET, DIRECTLY IN FRONT OF THE GOOD SAMARITAN CONVALESCENT
HOME NO. 675 CUYAHOGA STREET, 10 FEET WEST OF THE WEST END
OF A CONCRETE STEPS LEADING TO THE YARD OF THE HOUSE, 9.8
FEET NORTH OF THE CENTER LINE OF DRIVEWAY LEADING TO HOUSE,
9 FEET EAST OF THE EAST CURB OF THE STREET, 25 FEET NORTHEAST OF
POWER POLE 6807, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP
OF A CONCRETE POST 5 INCHES BELOW THE LEVEL OF THE GROUND ACCESS
TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
SURVEY 1963.
RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
MARK STAMPED UHLER-DESC ADEQUATE.
WITNESS POST SET 6 FEET N.E. OF TRAV. MARK.
DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.0 PLUS/MINUS MILES NORTH
OF DOWNTOWN AKRON.
|
2018-06-08 00:00:00 -0400
|
COSE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1395 ***********************************************************************
MB1395 DESIGNATION - UHLER C OF A
MB1395 PID - MB1395
MB1395 STATE/COUNTY- OH/SUMMIT
MB1395
MB1395 HORZ DATUM - NAD 83(1986)
MB1395 VERT DATUM - NAVD 88
MB1395
MB1395 POSITION - 41 06 30.55090(N) 081 31 28.70286(W) ADJUSTED
MB1395 83 minus 27 - +00.19781 -00.56740 ADJUSTED
MB1395
MB1395 HEIGHT - 271.156 (meters) 889.62 (feet) ADJUST
MB1395 88 minus 29 -0.20 ADJ UNCHK
MB1395 ***********************************************************************
MB1395
MB1395 LAPLACE CORR- -0.02 DEFLEC90
MB1395 GEOID HEIGHT- -33.67 GEOID90
MB1395 MODELED GRAV- 980,179.2 NAVD88
MB1395
MB1395
MB1395 HORZ ORDER - FIRST
MB1395 VERT ORDER - FIRST CLASS 2
MB1395
MB1395
MB1395.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1395.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1395.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1395.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1395
MB1395; North East Scale Converg.
MB1395;SPC OH N - 160,566.388 681,920.747 0.99993939 +0 38 26.7 MT
MB1395;UTM 17 - 4,550,932.794 455,949.340 0.99962388 -0 20 41.8 MT
MB1395
MB1395: Primary Azimuth Mark Grid Az
MB1395:SPC OH N - WORK C OF A 353 50 21.6
MB1395:UTM 17 - WORK C OF A 354 49 30.1
MB1395
MB1395|---------------------------------------------------------------------|
MB1395| Pid Reference Object Distance Geod. AZ |
MB1395| dddmmss.ss|
MB1395| MB1394 CUYAHOGA C OF A 347.952 METERS 17642 |
MB1395| MB1396 WORK C OF A APPROX. 0.5 KM 3542848.3 |
MB1395|---------------------------------------------------------------------|
MB1395
MB1395_STATION MARK IS A SURVEY DISK
MB1395_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1395_THE MARK IS STAMPED: UHLER
MB1395
MB1395 HISTORY - Year Condition Recov. By
MB1395 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1395 HISTORY - 1963 CITY OF ALBUQUERQUE NEW MEXICO
MB1395 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1395 HISTORY - 1975 CITY OF AKRON OHIO
MB1395
MB1395 STATION DESCRIPTION
MB1395
MB1395'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1963 (VBM)
MB1395'THE STATION IS LOCATED ON THE EAST SIDE OF CUYAHOGA STREET, IN FRONT
MB1395'OF THE BUILDING AT 675 CUYAHOGA
MB1395'STREET (GOOD SAMARTAN CONVALESCENT HOME), ABOUT 2 MILES NORTH OF
MB1395'DOWNTOWN AKRON. IT IS A CITY OF
MB1395'AKRON DISK STAMPED UHLER SET IN THE TOP OF A 6 INCH
MB1395'SQUARE CONCRETE POST THAT IS 5 INCHES UNDER A 3
MB1395'FOOT SQUARE OF CONCRETE AND COVERED WITH
MB1395'A 22 INCH IRON MANHOLE COVER. IT IS 9 FEET EAST OF THE EAST CURB
MB1395'OF CUYAHOGA STREET, 9.8 FEET NORTH
MB1395'OF THE CENTERLINE OF A DRIVEWAY, 25 FEET NORTHEAST OF A POWER POLE,
MB1395'AND 10 FEET WEST OF THE CENTER OF A
MB1395'CONCRETE STAIRWAY.
MB1395'
MB1395
MB1395 STATION RECOVERY (1964)
MB1395
MB1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1395'AT AKRON, ABOUT 0.5 MILE NORTH ALONG CUYAHOGA STREET FROM THE
MB1395'INTERSECTION OF WEST TALLMADGE LEADING EAST AND TALLMADGE PARKWAY
MB1395'LEADING WEST, ABOUT 0.1 MILE NORTH OF THE INTERSECTION OF
MB1395'UHLER STREET, DIRECTLY IN FRONT OF THE GOOD SAMARITAN CONVALESCENT
MB1395'HOME NO. 675 CUYAHOGA STREET, 10 FEET WEST OF THE WEST END
MB1395'OF A CONCRETE STEPS LEADING TO THE YARD OF THE HOUSE, 9.8
MB1395'FEET NORTH OF THE CENTER LINE OF DRIVEWAY LEADING TO HOUSE,
MB1395'9 FEET EAST OF THE EAST CURB OF THE STREET, 25 FEET NORTHEAST OF
MB1395'POWER POLE 6807, ABOUT LEVEL WITH THE STREET AND SET IN THE TOP
MB1395'OF A CONCRETE POST 5 INCHES BELOW THE LEVEL OF THE GROUND ACCESS
MB1395'TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
MB1395'SURVEY 1963.
MB1395
MB1395 STATION RECOVERY (1975)
MB1395
MB1395'RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
MB1395'MARK STAMPED UHLER-DESC ADEQUATE.
MB1395'
MB1395'WITNESS POST SET 6 FEET N.E. OF TRAV. MARK.
MB1395'
MB1395'DISTANCE AND DIRECTION FROM NEAREST TOWN- 2.0 PLUS/MINUS MILES NORTH
MB1395'OF DOWNTOWN AKRON.
MB1395'
|
|
|
|
|
|
|
|
|
|
|
|
2237267.5
|
526791.5
|
0101000020960E000065138528AA114141878DE71C8F132041
|
true
|
2012-05-18 02:36:00 -0400
|
false
|
41.10848636111111111111
|
-81.52463968333333333334
|
-81.5246396833333
|
41.108486361111
|
2237268.31656115
|
526791.556454108
|
681920.746729332
|
160566.38753997
|
746
|
746
|
Y 303
|
MB1431
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
16.0
|
N
|
81
|
30
|
16.0
|
W
|
SCALED
|
-33.61
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
312.198
|
1024.27
|
ADJUST
|
|
|
|
|
|
|
|
980174.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF EAST EXCHANGE AND GAGE STREET,
SET VERTICALLY IN THE NORTH FACE AND AT THE WEST END OF THE SOUTH
CONCRETE ABUTMENT OF THE EXPRESSWAY OVERPASS OVER EAST EXCHANGE
STREET, 80 FEET EAST OF THE CENTER LINE OF GAGE STREET, 8 FEET
SOUTH OF THE SOUTH CURB OF EAST EXCHANGE STREET, 1.3 FEET EAST
OF THE WEST END OF THE ABUTMENT AND 2 FEET ABOVE THE LEVEL OF
THE SIDEWALK.
|
2018-09-04 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1431 ***********************************************************************
MB1431 DESIGNATION - Y 303
MB1431 PID - MB1431
MB1431 STATE/COUNTY- OH/SUMMIT
MB1431
MB1431 HORZ DATUM - NAD 83(1986)
MB1431 VERT DATUM - NAVD 88
MB1431
MB1431 POSITION - 41 04 16. (N) 081 30 16. (W) SCALED
MB1431 83 minus 27 - +00. -01. SCALED
MB1431
MB1431 HEIGHT - 312.198 (meters) 1024.27 (feet) ADJUST
MB1431 88 minus 29 -0.20 ADJ UNCHK
MB1431 ***********************************************************************
MB1431
MB1431 GEOID HEIGHT- -33.61 GEOID90
MB1431 MODELED GRAV- 980,174.0 NAVD88
MB1431
MB1431
MB1431 VERT ORDER - FIRST CLASS 2
MB1431
MB1431
MB1431.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1431.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1431.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1431
MB1431
MB1431
MB1431
MB1431_STATION MARK IS A BENCH MARK DISK
MB1431_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1431_THE MARK IS STAMPED: Y 303 1964
MB1431
MB1431 HISTORY - Year Condition Recov. By
MB1431 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1431
MB1431 STATION DESCRIPTION
MB1431
MB1431'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1431'AT AKRON, NEAR THE INTERSECTION OF EAST EXCHANGE AND GAGE STREET,
MB1431'SET VERTICALLY IN THE NORTH FACE AND AT THE WEST END OF THE SOUTH
MB1431'CONCRETE ABUTMENT OF THE EXPRESSWAY OVERPASS OVER EAST EXCHANGE
MB1431'STREET, 80 FEET EAST OF THE CENTER LINE OF GAGE STREET, 8 FEET
MB1431'SOUTH OF THE SOUTH CURB OF EAST EXCHANGE STREET, 1.3 FEET EAST
MB1431'OF THE WEST END OF THE ABUTMENT AND 2 FEET ABOVE THE LEVEL OF
MB1431'THE SIDEWALK.
|
|
|
|
|
|
|
|
|
|
|
|
2242987.5
|
513237.78125
|
0101000020960E0000ECE9553CD61C4141AC88442859531F41
|
true
|
2012-05-22 10:04:00 -0400
|
false
|
41.07111111111111111111
|
-81.50444444444444444444
|
-81.5044444444445
|
41.0711111111109
|
2242988.47137188
|
513238.289323936
|
683664.253402656
|
156435.343456604
|
752
|
752
|
V 178 OHGS
|
MB1287
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED OHIO GEODETIC SURVEYHISTORY - 1954 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTOYR - 2013 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
49.0
|
N
|
81
|
30
|
59.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
312.138
|
1024.07
|
ADJUST
|
|
|
|
|
|
|
|
980175.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
AT AKRON, NEAR THE INTERSECTION OF BROADWAY STREET AND CENTER
STREET, AT THE COURT HOUSE, SET IN THE TOP OF THE SOUTHWEST
STONE RAILING OF THE SOUTHEAST ENTRANCE STEPS TO THE COURT HOUSE,
9 FEET SOUTHWEST OF CENTER LINE OF ENTRANCE, 2 1/2 FEET SOUTHEAST
OF SOUTHEAST FACE OF COURT HOUSE BUILDING AND ABOUT 5 FEET ABOVE
LEVEL OF SIDE WALK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
|
2018-09-17 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1287 ***********************************************************************
MB1287 DESIGNATION - V 178 OHGS
MB1287 PID - MB1287
MB1287 STATE/COUNTY- OH/SUMMIT
MB1287
MB1287 HORZ DATUM - NAD 83(1986)
MB1287 VERT DATUM - NAVD 88
MB1287
MB1287 POSITION - 41 04 49. (N) 081 30 59. (W) SCALED
MB1287 83 minus 27 - +00. -01. SCALED
MB1287
MB1287 HEIGHT - 312.138 (meters) 1024.07 (feet) ADJUST
MB1287 88 minus 29 -0.20 ADJ UNCHK
MB1287 ***********************************************************************
MB1287
MB1287 GEOID HEIGHT- -33.63 GEOID90
MB1287 MODELED GRAV- 980,175.6 NAVD88
MB1287
MB1287
MB1287 VERT ORDER - FIRST CLASS 2
MB1287
MB1287
MB1287.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1287.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1287.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1287
MB1287
MB1287
MB1287
MB1287_STATION MARK IS A SURVEY DISK
MB1287_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1287_THE MARK IS STAMPED: V 178
MB1287
MB1287 HISTORY - Year Condition Recov. By
MB1287 HISTORY - UNK STATION MONUMENTED OHIO GEODETIC SURVEY
MB1287 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
MB1287 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1287
MB1287 STATION DESCRIPTION
MB1287
MB1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
MB1287'AT AKRON, NEAR THE INTERSECTION OF BROADWAY STREET AND CENTER
MB1287'STREET, AT THE COURT HOUSE, SET IN THE TOP OF THE SOUTHWEST
MB1287'STONE RAILING OF THE SOUTHEAST ENTRANCE STEPS TO THE COURT HOUSE,
MB1287'9 FEET SOUTHWEST OF CENTER LINE OF ENTRANCE, 2 1/2 FEET SOUTHEAST
MB1287'OF SOUTHEAST FACE OF COURT HOUSE BUILDING AND ABOUT 5 FEET ABOVE
MB1287'LEVEL OF SIDE WALK.
MB1287
MB1287 STATION RECOVERY (1963)
MB1287
MB1287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1287'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2239658.0
|
516539.96875
|
0101000020960E000043F562D9541641413EB70FAEF1861F41
|
true
|
2013-10-16 04:51:00 -0400
|
false
|
41.08027777777777777778
|
-81.51638888888888888889
|
-81.5163888888889
|
41.0802777777776
|
2239657.69833246
|
516540.419981826
|
682649.031749797
|
157441.834894113
|
753
|
753
|
V 301 S CO
|
MB1418
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2013 DESTROYED SCE
|
NAD 83(1986)
|
|
false
|
41
|
1
|
44.0
|
N
|
81
|
32
|
19.0
|
W
|
SCALED
|
-33.54
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
298.674
|
979.9
|
ADJUST
|
|
|
|
|
|
|
|
980171.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, ALONG U.S. HIGHWAY 224, 0.4 MILE EAST ALONG U.S. HIGHWAY
224 FROM ITS INTERSECTION WITH STATE HIGHWAY 93, IN THE SOUTH
PART OF THE CITY, SET IN THE TOP OF THE SOUTH END OF THE WEST
CONCRETE ABUTMENT OF A LARGE BRIDGE OVER THE OHIO CANAL, 32.5
FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 1 1/2 FEET
ABOVE THE LEVEL OF THE HIGHWAY. NOTE-- STAMPED BY THIS PARTY IN
1963.
RECOVERY NOTE 2013 SCE- BRIDGE HAS BEEN REPLACED
|
2013-10-09 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1418 ***********************************************************************
MB1418 DESIGNATION - V 301 S CO
MB1418 PID - MB1418
MB1418 STATE/COUNTY- OH/SUMMIT
MB1418
MB1418 HORZ DATUM - NAD 83(1986)
MB1418 VERT DATUM - NAVD 88
MB1418
MB1418 POSITION - 41 01 44. (N) 081 32 19. (W) SCALED
MB1418 83 minus 27 - +00. -01. SCALED
MB1418
MB1418 HEIGHT - 298.674 (meters) 979.90 (feet) ADJUST
MB1418 88 minus 29 -0.20 ADJ UNCHK
MB1418 ***********************************************************************
MB1418
MB1418 GEOID HEIGHT- -33.54 GEOID90
MB1418 MODELED GRAV- 980,171.6 NAVD88
MB1418
MB1418
MB1418 VERT ORDER - FIRST CLASS 2
MB1418
MB1418
MB1418.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1418.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1418.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1418
MB1418
MB1418
MB1418
MB1418_STATION MARK IS A SURVEY DISK
MB1418_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1418_THE MARK IS STAMPED: V 301
MB1418
MB1418 HISTORY - Year Condition Recov. By
MB1418 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1418 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1418
MB1418 STATION DESCRIPTION
MB1418
MB1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1418'AT AKRON, ALONG U.S. HIGHWAY 224, 0.4 MILE EAST ALONG U.S. HIGHWAY
MB1418'224 FROM ITS INTERSECTION WITH STATE HIGHWAY 93, IN THE SOUTH
MB1418'PART OF THE CITY, SET IN THE TOP OF THE SOUTH END OF THE WEST
MB1418'CONCRETE ABUTMENT OF A LARGE BRIDGE OVER THE OHIO CANAL, 32.5
MB1418'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 1 1/2 FEET
MB1418'ABOVE THE LEVEL OF THE HIGHWAY. NOTE-- STAMPED BY THIS PARTY IN
MB1418'1963.
|
|
|
|
|
|
|
|
|
|
|
|
2233737.75
|
497750.625
|
0101000020960E0000ED71BE19C50A414107DA98CB5A611E41
|
true
|
2013-10-16 04:52:00 -0400
|
false
|
41.02888888888888888889
|
-81.53861111111111111111
|
-81.5386111111111
|
41.0288888888887
|
2233738.20112442
|
497750.69882527
|
680844.765392254
|
151714.716431357
|
754
|
754
|
V 302
|
MB1247
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
8.0
|
N
|
81
|
29
|
57.0
|
W
|
SCALED
|
-33.66
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
318.248
|
1044.12
|
ADJUST
|
|
|
|
|
|
|
|
980179.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.65 MILE EAST ALONG EAST TALLMADGE AVENUE
FROM THE INTERSECTION OF NORTH MAIN STREET, AT THE OVERPASS OVER
THE NORTH EXPRESSWAY, SET ON THE TOP OF THE SOUTH END OF THE EAST
CONCRETE ABUTMENT OF THE OVERPASS, 9.8 FEET SOUTH OF THE SOUTH
CURB OF THE AVENUE, 39 FEET EAST OF THE WEST END OF THE OVERPASS,
1.4 FEET SOUTH OF THE SOUTH GUARD RAIL AND ABOUT LEVEL WITH
THE BRIDGE SIDEWALK.
NOTE ADDED 2012 SCE- NEW BRIDGE
|
2012-07-23 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1247 ***********************************************************************
MB1247 DESIGNATION - V 302
MB1247 PID - MB1247
MB1247 STATE/COUNTY- OH/SUMMIT
MB1247
MB1247 HORZ DATUM - NAD 83(1986)
MB1247 VERT DATUM - NAVD 88
MB1247
MB1247 POSITION - 41 06 08. (N) 081 29 57. (W) SCALED
MB1247 83 minus 27 - +00. -01. SCALED
MB1247
MB1247 HEIGHT - 318.248 (meters) 1044.12 (feet) ADJUST
MB1247 88 minus 29 -0.20 ADJ UNCHK
MB1247 ***********************************************************************
MB1247
MB1247 GEOID HEIGHT- -33.66 GEOID90
MB1247 MODELED GRAV- 980,179.1 NAVD88
MB1247
MB1247
MB1247 VERT ORDER - FIRST CLASS 2
MB1247
MB1247
MB1247.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1247.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1247.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1247
MB1247
MB1247
MB1247
MB1247_STATION MARK IS A BENCH MARK DISK
MB1247_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1247_THE MARK IS STAMPED: V 302 1964
MB1247
MB1247 HISTORY - Year Condition Recov. By
MB1247 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1247
MB1247 STATION DESCRIPTION
MB1247
MB1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1247'AT AKRON, ABOUT 0.65 MILE EAST ALONG EAST TALLMADGE AVENUE
MB1247'FROM THE INTERSECTION OF NORTH MAIN STREET, AT THE OVERPASS OVER
MB1247'THE NORTH EXPRESSWAY, SET ON THE TOP OF THE SOUTH END OF THE EAST
MB1247'CONCRETE ABUTMENT OF THE OVERPASS, 9.8 FEET SOUTH OF THE SOUTH
MB1247'CURB OF THE AVENUE, 39 FEET EAST OF THE WEST END OF THE OVERPASS,
MB1247'1.4 FEET SOUTH OF THE SOUTH GUARD RAIL AND ABOUT LEVEL WITH
MB1247'THE BRIDGE SIDEWALK.
|
|
|
|
|
|
|
|
|
|
|
|
2244313.0
|
524589.0625
|
0101000020960E00009E6C4EBF6C1F4141CEDA70FC59022041
|
true
|
2012-07-24 07:23:00 -0400
|
false
|
41.10222222222222222222
|
-81.49916666666666666666
|
-81.4991666666667
|
41.1022222222221
|
2244313.49458082
|
524588.993048513
|
684068.121284476
|
159895.044871259
|
755
|
755
|
V 303
|
MB1183
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 19:00:00 -0500
|
Disk
|
V 303 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
HISTORY - 2001 NOT RECOVERED COSE
HISTORY - 2013 DAMAGED COSE
|
NAD 83(1986)
|
|
false
|
41
|
0
|
21.0
|
N
|
81
|
27
|
48.0
|
W
|
SCALED
|
-33.52
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
323.337
|
1060.82
|
ADJUST
|
|
|
|
|
|
|
|
980166.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 1.05 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
FROM THE CROSSING OF KRUMROY ROAD AT KRUMROY, 2.8 MILES NORTHWEST
ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE CROSSING OF STATE
HIGHWAY 619 AT MYERSVILLE, SET VERTICALLY IN THE NORTHEAST FACE
OF THE NORTHWEST CONCRETE PIER OF THE STATE HIGHWAY 241 OVERPASS,
15.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET SOUTHEAST OF
THE NORTHWEST END OF THE PIER, ABOUT 2 FEET ABOVE THE LEVEL OF
THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 MARK NOT FOUND.
NOT RECOVERED BY COSE CREW 2001
|
2013-04-08 20:00:00 -0400
|
SCE
|
Disturbed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1183 ***********************************************************************
MB1183 DESIGNATION - V 303
MB1183 PID - MB1183
MB1183 STATE/COUNTY- OH/SUMMIT
MB1183
MB1183 HORZ DATUM - NAD 83(1986)
MB1183 VERT DATUM - NAVD 88
MB1183
MB1183 POSITION - 41 00 21. (N) 081 27 48. (W) SCALED
MB1183 83 minus 27 - +00. -01. SCALED
MB1183
MB1183 HEIGHT - 323.337 (meters) 1060.82 (feet) ADJUST
MB1183 88 minus 29 -0.19 ADJ UNCHK
MB1183 ***********************************************************************
MB1183
MB1183 GEOID HEIGHT- -33.52 GEOID90
MB1183 MODELED GRAV- 980,166.5 NAVD88
MB1183
MB1183
MB1183 VERT ORDER - FIRST CLASS 2
MB1183
MB1183
MB1183.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1183.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1183.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1183
MB1183
MB1183
MB1183
MB1183_STATION MARK IS A BENCH MARK DISK
MB1183_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1183_THE MARK IS STAMPED: V 303 1964
MB1183
MB1183 HISTORY - Year Condition Recov. By
MB1183 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1183 HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1183
MB1183 STATION DESCRIPTION
MB1183
MB1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1183'ABOUT 1.05 MILES SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
MB1183'FROM THE CROSSING OF KRUMROY ROAD AT KRUMROY, 2.8 MILES NORTHWEST
MB1183'ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE CROSSING OF STATE
MB1183'HIGHWAY 619 AT MYERSVILLE, SET VERTICALLY IN THE NORTHEAST FACE
MB1183'OF THE NORTHWEST CONCRETE PIER OF THE STATE HIGHWAY 241 OVERPASS,
MB1183'15.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET SOUTHEAST OF
MB1183'THE NORTHWEST END OF THE PIER, ABOUT 2 FEET ABOVE THE LEVEL OF
MB1183'THE GROUND AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK.
MB1183
MB1183 STATION RECOVERY (1983)
MB1183
MB1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1183'MARK NOT FOUND.
|
|
|
|
|
|
|
|
|
|
|
|
2254605.5
|
489589.15625
|
0101000020960E0000C8DE56C486334141C7F42295D5E11D41
|
true
|
2013-04-09 10:29:00 -0400
|
false
|
41.00583333333333333333
|
-81.46333333333333333333
|
-81.4633333333333
|
41.0058333333332
|
2254605.53390107
|
489589.39564116
|
687205.141143328
|
149227.146245699
|
756
|
756
|
V 337
|
KY2907
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
Flange-Encased Rod
|
V 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2013 GOOD SCE HISTORY 2015 GOOD SCE HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
|
false
|
40
|
58
|
19.0
|
N
|
81
|
27
|
54.0
|
W
|
SCALED
|
-33.48
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
374.726
|
1229.41
|
ADJUST
|
|
|
|
|
|
|
|
980163.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
4.2 KM (2.6 MI) NORTH ALONG STATE HIGHWAY 241 FROM THE POST OFFICE IN
GREENSBURG TO THE MARK ON THE LEFT, 0.2 KM (0.1 MI) SOUTH OF THE
JUNCTION OF STATE HIGHWAY 619, IN THE FRONT LAWN OF THE DELCO
CORPORATION, CENTERED IN FRONT OF A BRICK SIGN (DELCO CORP. 3300),
26.52 METERS (87.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
10.48 METERS (34.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
SIDEWALK ON THE SOUTH SIDE OF A GRAVEL PARKING LOT, 2.07 METERS
(6.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE SIGN. 4.5 FEET WEST OF A YARD
LIGHT, THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 17.8 METER
THE STATION IS 0.91 METERS ABOVE THE HEIGHT OF HIGHWAY .
|
2019-01-02 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2907 ***********************************************************************
KY2907 DESIGNATION - V 337
KY2907 PID - KY2907
KY2907 STATE/COUNTY- OH/SUMMIT
KY2907
KY2907 HORZ DATUM - NAD 83(1986)
KY2907 VERT DATUM - NAVD 88
KY2907
KY2907 POSITION - 40 58 19. (N) 081 27 54. (W) SCALED
KY2907 83 minus 27 - +00. -01. SCALED
KY2907
KY2907 HEIGHT - 374.726 (meters) 1229.41 (feet) ADJUST
KY2907 88 minus 29 -0.194 ADJUSTED
KY2907 ***********************************************************************
KY2907
KY2907 GEOID HEIGHT- -33.48 GEOID90
KY2907 MODELED GRAV- 980,163.6 NAVD88
KY2907
KY2907
KY2907 VERT ORDER - FIRST CLASS 2
KY2907
KY2907
KY2907.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY2907.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY2907.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY2907
KY2907
KY2907
KY2907
KY2907_STATION MARK IS A FLANGE-ENCASED ROD
KY2907_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
KY2907_THE MONUMENT IS 0.91 METERS ABOVE THE HEIGHT OF HIGHWAY
KY2907_THE MARK IS STAMPED: V 337 1983
KY2907
KY2907 HISTORY - Year Condition Recov. By
KY2907 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2907
KY2907 STATION DESCRIPTION
KY2907
KY2907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
KY2907'4.2 KM (2.6 MI) NORTH ALONG STATE HIGHWAY 241 FROM THE POST OFFICE IN
KY2907'GREENSBURG TO THE MARK ON THE LEFT, 0.2 KM (0.1 MI) SOUTH OF THE
KY2907'JUNCTION OF STATE HIGHWAY 619, IN THE FRONT LAWN OF THE DELCO
KY2907'CORPORATION, CENTERED IN FRONT OF A BRICK SIGN (DELCO CORP. 3300),
KY2907'26.52 METERS (87.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
KY2907'10.48 METERS (34.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
KY2907'SIDEWALK ON THE SOUTH SIDE OF A GRAVEL PARKING LOT, 2.07 METERS
KY2907'(6.8 FT) NORTHEAST OF THE SOUTHEAST CORNER OF THE SIGN.
KY2907'THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 17.8 METER
KY2907'THE STATION IS 0.91 METERS ABOVE THE HEIGHT OF HIGHWAY .
|
|
|
|
|
|
|
|
|
|
|
|
2254293.0
|
477237.625
|
0101000020960E0000D6E1470CEA324141636384AED8201D41
|
true
|
2012-12-20 07:45:00 -0500
|
false
|
40.97194444444444444445
|
-81.465
|
-81.465
|
40.9719444444443
|
2254292.09594367
|
477238.170426896
|
687109.605062841
|
145462.485271071
|
758
|
758
|
VALLEY C OF A
|
MB1398
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
VALLEY
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
13.42278
|
N
|
81
|
31
|
44.99615
|
W
|
ADJUSTED
|
-33.7
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161884.536
|
681525.909
|
0.99993956
|
+
|
0
|
38
|
16.0
|
|
MT
|
|
|
|
|
231.404
|
759.2
|
ADJUST
|
|
-0.04
|
DEFLEC90
|
|
|
|
|
980180.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE VALLEY VIEW
GOLF COURSE, ABOUT 2-3/4
MILES NORTH OF DOWNTOWN AKRON, ABOUT 0.3 MILE WEST OF CUYAHOGA
STREET, AND ON THE PROPERTY OF THE
VALLEY VIEW GOLF CLUB. IT IS A CITY OF AKRON DISK STAMPED VALLEY
SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 3 INCHES UNDER A 9 INCH IRON
MANHOLE COVER. IT IS 40.4 FEET NORTH OF THE
NORTHWEST LEG OF A STEEL TRANSMISSION TOWER
35.1 FEET NORTHWEST OF THE NORTHEAST LEG OF THE TRANSMISSION
TOWER, 224 FEET WEST-NORTHWEST OF THE
WEST EDGE OF A SMALL CONCRETE BLOCK SHELTER, AND 20 FEET NORTH OF THE
SOUTH EDGE OF THE GOLF COURSE.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, AT THE VALLEY VIEW GOLF COURSE, NEAR THE SOUTHWEST
CORNER OF THE GOLF COURSE, ABOUT 0.3 MILE WEST ACROSS GOLF
COURSE FROM CUYAHOGA STREET, 40.4 FEET NORTH OF THE NORTHWEST
LEG OF A STEEL TRANSMISSION TOWER, 224 FEET WEST-NORTHWEST
OF THE WEST FACE OF A SMALL CONCRETE BLOCK SHELTER HOUSE, 35.1
FEET NORTHWEST OF THE NORTHEAST LEG OF TOWER, SET IN THE
TOP OF A CONCRETE POST 6 INCHES UNDERGROUND ACCESS TO WHICH IS
HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
2019-01-08 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1398 ***********************************************************************
MB1398 DESIGNATION - VALLEY C OF A
MB1398 PID - MB1398
MB1398 STATE/COUNTY- OH/SUMMIT
MB1398
MB1398 HORZ DATUM - NAD 83(1986)
MB1398 VERT DATUM - NAVD 88
MB1398
MB1398 POSITION - 41 07 13.42278(N) 081 31 44.99615(W) ADJUSTED
MB1398 83 minus 27 - +00.19765 -00.56492 ADJUSTED
MB1398
MB1398 HEIGHT - 231.404 (meters) 759.20 (feet) ADJUST
MB1398 88 minus 29 -0.20 ADJ UNCHK
MB1398 ***********************************************************************
MB1398
MB1398 LAPLACE CORR- -0.04 DEFLEC90
MB1398 GEOID HEIGHT- -33.70 GEOID90
MB1398 MODELED GRAV- 980,180.9 NAVD88
MB1398
MB1398
MB1398 HORZ ORDER - FIRST
MB1398 VERT ORDER - FIRST CLASS 2
MB1398
MB1398
MB1398.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1398.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1398.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1398.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1398
MB1398; North East Scale Converg.
MB1398;SPC OH N - 161,884.536 681,525.909 0.99993956 +0 38 16.0 MT
MB1398;UTM 17 - 4,552,257.122 455,577.356 0.99962429 -0 20 52.8 MT
MB1398
MB1398: Primary Azimuth Mark Grid Az
MB1398:SPC OH N - AKRON RADIO STA WCUE W MAST 043 53 02.0
MB1398:UTM 17 - AKRON RADIO STA WCUE W MAST 044 52 10.8
MB1398
MB1398|---------------------------------------------------------------------|
MB1398| Pid Reference Object Distance Geod. AZ |
MB1398| dddmmss.ss|
MB1398| MB2872 AKRON RADIO STA WCUE W MAST APPROX. 0.8 KM 0443118.0 |
MB1398| MB2871 AKRON RADIO STA WCUE E MAST APPROX. 1.0 KM 0493313.2 |
MB1398|---------------------------------------------------------------------|
MB1398
MB1398_STATION MARK IS A SURVEY DISK
MB1398_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1398_THE MARK IS STAMPED: VALLEY
MB1398
MB1398 HISTORY - Year Condition Recov. By
MB1398 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1398 HISTORY - 1963 CITY OF AKRON OHIO
MB1398 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1398
MB1398 STATION DESCRIPTION
MB1398
MB1398'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1398'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE VALLEY VIEW
MB1398'GOLF COURSE, ABOUT 2-3/4
MB1398'MILES NORTH OF DOWNTOWN AKRON, ABOUT 0.3 MILE WEST OF CUYAHOGA
MB1398'STREET, AND ON THE PROPERTY OF THE
MB1398'VALLEY VIEW GOLF CLUB. IT IS A CITY OF AKRON DISK STAMPED VALLEY
MB1398'SET IN THE TOP OF A 6 INCH SQUARE
MB1398'CONCRETE POST THAT IS 3 INCHES UNDER A 9 INCH IRON
MB1398'MANHOLE COVER. IT IS 40.4 FEET NORTH OF THE
MB1398'NORTHWEST LEG OF A STEEL TRANSMISSION TOWER
MB1398'35.1 FEET NORTHWEST OF THE NORTHEAST LEG OF THE TRANSMISSION
MB1398'TOWER, 224 FEET WEST-NORTHWEST OF THE
MB1398'WEST EDGE OF A SMALL CONCRETE BLOCK SHELTER, AND 20 FEET NORTH OF THE
MB1398'SOUTH EDGE OF THE GOLF COURSE.
MB1398'
MB1398
MB1398 STATION RECOVERY (1964)
MB1398
MB1398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1398'AT AKRON, AT THE VALLEY VIEW GOLF COURSE, NEAR THE SOUTHWEST
MB1398'CORNER OF THE GOLF COURSE, ABOUT 0.3 MILE WEST ACROSS GOLF
MB1398'COURSE FROM CUYAHOGA STREET, 40.4 FEET NORTH OF THE NORTHWEST
MB1398'LEG OF A STEEL TRANSMISSION TOWER, 224 FEET WEST-NORTHWEST
MB1398'OF THE WEST FACE OF A SMALL CONCRETE BLOCK SHELTER HOUSE, 35.1
MB1398'FEET NORTHWEST OF THE NORTHEAST LEG OF TOWER, SET IN THE
MB1398'TOP OF A CONCRETE POST 6 INCHES UNDERGROUND ACCESS TO WHICH IS
MB1398'HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2235972.5
|
531116.3125
|
0101000020960E0000A402C075220F4141A30B545C58352041
|
true
|
2013-08-06 10:15:00 -0400
|
false
|
41.12039521666666666667
|
-81.52916559722222222223
|
-81.5291655972222
|
41.1203952166665
|
2235972.91992219
|
531116.180328716
|
681525.909044101
|
161884.535533248
|
760
|
760
|
VORIS ECC C OF A
|
MB1425
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
1
|
49.89269
|
N
|
81
|
30
|
49.32601
|
W
|
ADJUSTED
|
-33.55
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
151919.863
|
682937.297
|
0.99993935
|
+
|
0
|
38
|
52.6
|
|
MT
|
|
|
|
|
321.794
|
1055.75
|
ADJUST
|
|
-0.51
|
DEFLEC90
|
|
|
|
|
980170.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
VORIS ECC IS A CITY OF AKRON DISK STAMPED VORIS ECC, SET IN THE TOP
OF A 6 INCH SQUARE CONCRETE
POST THAT IS 6 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH
IRON MANHOLE COVER THAT IS FLUSH
WITH THE SURFACE OF THE GROUND. IT IS 23.8 FEET NORTH
OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
65.6 FEET NORTH OF THE CENTERLINE OF A
DRIVEWAY, 17.3 FEET SOUTH OF A SOUTH WALL OF THE BUILDING, AND 2.7
FEET EAST OF AN EAST WALL OF THE
BUILDING.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, IN THE SOUTHERN PART OF THE CITY, NEAR THE INTERSECTION
OF SOUTH FIRESTONE BLVD AND U.S. HIGHWAY 224 (WATERLOO ROAD),
ON THE GROUNDS OF THE VORIS ELEMENTARY SCHOOL, 65.6 FEET NORTH
OF THE CENTER LINE OF A DRIVEWAY ON THE SOUTH SIDE OF THE BUILDING,
23.8 FEET NORTH OF THE SOUTHEAST CORNER OF WEST WING OF BUILDING,
17.3 FEET SOUTH OF THE SOUTH WALL OF BUILDING (SOUTH WALL BETWEEN
WING OF BUILDING), 2.7 FEET EAST OF THE EAST WALL OF BUILDING,
SET IN THE TOP OF A CONCRETE POST 6 INCHES UNDERGROUND ACCESS TO
WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
SURVEY 1963.
THE SCHOOL HAS BEEN RAZED AND THE MONUMENT BELIEVED TO HAVE BEEN DESTROYED.
|
2015-12-08 00:00:00 -0500
|
SCE
|
Unable to Locate
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1425 ***********************************************************************
MB1425 DESIGNATION - VORIS ECC C OF A
MB1425 PID - MB1425
MB1425 STATE/COUNTY- OH/SUMMIT
MB1425
MB1425 HORZ DATUM - NAD 83(1986)
MB1425 VERT DATUM - NAVD 88
MB1425
MB1425 POSITION - 41 01 49.89269(N) 081 30 49.32601(W) ADJUSTED
MB1425 83 minus 27 - +00.20008 -00.57844 ADJUSTED
MB1425
MB1425 HEIGHT - 321.794 (meters) 1055.75 (feet) ADJUST
MB1425 88 minus 29 -0.20 ADJ UNCHK
MB1425 ***********************************************************************
MB1425
MB1425 LAPLACE CORR- -0.51 DEFLEC90
MB1425 GEOID HEIGHT- -33.55 GEOID90
MB1425 MODELED GRAV- 980,170.6 NAVD88
MB1425
MB1425
MB1425 HORZ ORDER - SECOND
MB1425 VERT ORDER - FIRST CLASS 2
MB1425
MB1425
MB1425.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1425.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1425.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1425.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1425
MB1425; North East Scale Converg.
MB1425;SPC OH N - 151,919.863 682,937.297 0.99993935 +0 38 52.6 MT
MB1425;UTM 17 - 4,542,272.802 456,816.760 0.99962295 -0 20 14.0 MT
MB1425
MB1425
MB1425
MB1425_STATION MARK IS A SURVEY DISK
MB1425_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1425_THE MARK IS STAMPED: VORIS ECC
MB1425
MB1425 HISTORY - Year Condition Recov. By
MB1425 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1425 HISTORY - 1963 CITY OF AKRON OHIO
MB1425 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1425
MB1425 STATION DESCRIPTION
MB1425
MB1425'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1425'VORIS ECC IS A CITY OF AKRON DISK STAMPED VORIS ECC, SET IN THE TOP
MB1425'OF A 6 INCH SQUARE CONCRETE
MB1425'POST THAT IS 6 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH
MB1425'IRON MANHOLE COVER THAT IS FLUSH
MB1425'WITH THE SURFACE OF THE GROUND. IT IS 23.8 FEET NORTH
MB1425'OF THE SOUTHEAST CORNER OF THE SCHOOL BUILDING,
MB1425'65.6 FEET NORTH OF THE CENTERLINE OF A
MB1425'DRIVEWAY, 17.3 FEET SOUTH OF A SOUTH WALL OF THE BUILDING, AND 2.7
MB1425'FEET EAST OF AN EAST WALL OF THE
MB1425'BUILDING.
MB1425'
MB1425
MB1425 STATION RECOVERY (1964)
MB1425
MB1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1425'AT AKRON, IN THE SOUTHERN PART OF THE CITY, NEAR THE INTERSECTION
MB1425'OF SOUTH FIRESTONE BLVD AND U.S. HIGHWAY 224 (WATERLOO ROAD),
MB1425'ON THE GROUNDS OF THE VORIS ELEMENTARY SCHOOL, 65.6 FEET NORTH
MB1425'OF THE CENTER LINE OF A DRIVEWAY ON THE SOUTH SIDE OF THE BUILDING,
MB1425'23.8 FEET NORTH OF THE SOUTHEAST CORNER OF WEST WING OF BUILDING,
MB1425'17.3 FEET SOUTH OF THE SOUTH WALL OF BUILDING (SOUTH WALL BETWEEN
MB1425'WING OF BUILDING), 2.7 FEET EAST OF THE EAST WALL OF BUILDING,
MB1425'SET IN THE TOP OF A CONCRETE POST 6 INCHES UNDERGROUND ACCESS TO
MB1425'WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
MB1425'SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2240603.25
|
498423.5625
|
0101000020960E0000A1C694B92D1841416C451202DF6B1E41
|
true
|
2012-05-23 10:20:00 -0400
|
false
|
41.03052574722222222223
|
-81.51370166944444444444
|
-81.5137016694444
|
41.030525747222
|
2240603.44985278
|
498423.752022824
|
682937.297389722
|
151919.863456265
|
761
|
761
|
W 178
|
MB1292
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 FAIR SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
24.0
|
N
|
81
|
31
|
38.0
|
W
|
SCALED
|
-33.58
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
304.597
|
999.33
|
ADJUST
|
|
|
|
|
|
|
|
980173.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ABOUT 1.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE UNION STATION, ABOUT 0.1 MILE NORTHEAST OF
SOUTH MAIN STREET OVERPASS OVER THE TRACKS, AT THE OVERPASS OF
EAST MILLER AVENUE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
NORTHEAST MOST LEG OF THE FIRST PIER NORTHWEST OF THE SOUTHEAST
ABUTMENT OF OVERPASS, 7 FEET EAST OF EAST RAIL OF MAIN EAST
TRACK, 97 FEET SOUTH OF MILE POST 15, AND ABOUT 3 1/2 FEET ABOVE
LEVEL OF TRACKS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
|
2018-06-04 00:00:00 -0400
|
SCE
|
Fair
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1292 ***********************************************************************
MB1292 DESIGNATION - W 178
MB1292 PID - MB1292
MB1292 STATE/COUNTY- OH/SUMMIT
MB1292
MB1292 HORZ DATUM - NAD 83(1986)
MB1292 VERT DATUM - NAVD 88
MB1292
MB1292 POSITION - 41 03 24. (N) 081 31 38. (W) SCALED
MB1292 83 minus 27 - +00. -01. SCALED
MB1292
MB1292 HEIGHT - 304.597 (meters) 999.33 (feet) ADJUST
MB1292 88 minus 29 -0.20 ADJ UNCHK
MB1292 ***********************************************************************
MB1292
MB1292 GEOID HEIGHT- -33.58 GEOID90
MB1292 MODELED GRAV- 980,173.6 NAVD88
MB1292
MB1292
MB1292 VERT ORDER - FIRST CLASS 2
MB1292
MB1292
MB1292.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1292.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1292.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1292
MB1292
MB1292
MB1292
MB1292_STATION MARK IS A BENCH MARK DISK
MB1292_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1292_THE MARK IS STAMPED: W 178 1954
MB1292
MB1292 HISTORY - Year Condition Recov. By
MB1292 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1292 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1292
MB1292 STATION DESCRIPTION
MB1292
MB1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1292'AT AKRON, ABOUT 1.6 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
MB1292'RAILROAD FROM THE UNION STATION, ABOUT 0.1 MILE NORTHEAST OF
MB1292'SOUTH MAIN STREET OVERPASS OVER THE TRACKS, AT THE OVERPASS OF
MB1292'EAST MILLER AVENUE, SET VERTICALLY IN THE NORTHWEST FACE OF THE
MB1292'NORTHEAST MOST LEG OF THE FIRST PIER NORTHWEST OF THE SOUTHEAST
MB1292'ABUTMENT OF OVERPASS, 7 FEET EAST OF EAST RAIL OF MAIN EAST
MB1292'TRACK, 97 FEET SOUTH OF MILE POST 15, AND ABOUT 3 1/2 FEET ABOVE
MB1292'LEVEL OF TRACKS.
MB1292
MB1292 STATION RECOVERY (1963)
MB1292
MB1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1292'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2236767.5
|
507905.4375
|
0101000020960E000019901CA4AF104141EE25FFBE04001F41
|
true
|
2012-05-09 10:44:00 -0400
|
false
|
41.05666666666666666667
|
-81.52722222222222222223
|
-81.5272222222222
|
41.0566666666665
|
2236767.28212167
|
507905.186520188
|
681768.031126747
|
154809.810470959
|
763
|
763
|
W 301 RESET 1970
|
MB1091
|
OH
|
Summit
|
|
ODOT
|
1969-12-31 00:00:00 -0500
|
DISK
|
W 301 RESET 1970
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1970 STATION MONUMENTED OH HIGHWAY DEPTHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2004 NOT RECOVERED COSE FIELD CREWHISTORY - 2006 GOOD SCE-2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
9
|
31.0
|
N
|
81
|
28
|
6.0
|
W
|
SCALED
|
-33.75
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
308.922
|
1013.52
|
ADJUST
|
|
|
|
|
|
|
|
980181.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
ABOUT 1.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
STATION AT CUYAHOGA FALLS, ABOUT 1900 FEET SOUTH FROM THE
RAILROAD CROSSING AT GRAHAM ROAD, SUMMIT COUNTY HIGHWAY 29, 40
FEET NORTH AND 50 FEET WEST OF POWER POLE NO. SL 355, ABOUT 125
FEET EAST OF CENTER LINE STATION 311+30 OF RELOCATED STATE ROUTE
8, AND 9 FEET WEST OF THE WEST RAIL OF THE PENNSYLVANIA RAILROAD,
2.3 FEET BELOW THE WEST RAIL, A BRASS PLATE SET FLUSH IN THE SOUTH
END OF THE WEST CONCRETE HEADWALL FOR CULVERT ON THE RAILROAD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED IN GOOD CONDITION. THE MARK CAN NOW BE LOCATED BY DRIVING
0.55 KM (0.35 MI) SOUTH ALONG THE CONRAIL SERVICE ROAD FROM THE
CROSSING OF GRAHAM ROAD. ADD--0.45 METER (1.5 FT) WEST OF A WITNESS
POST.
320' SOUTH OF A FOOT BRIDGE OVER ROUTE 8 AND THE RAILROAD TRACKS.
|
2019-09-19 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1091 ***********************************************************************
MB1091 DESIGNATION - W 301 RESET 1970
MB1091 PID - MB1091
MB1091 STATE/COUNTY- OH/SUMMIT
MB1091
MB1091 HORZ DATUM - NAD 83(1986)
MB1091 VERT DATUM - NAVD 88
MB1091
MB1091 POSITION - 41 09 31. (N) 081 28 06. (W) SCALED
MB1091 83 minus 27 - +00. -01. SCALED
MB1091
MB1091 HEIGHT - 308.922 (meters) 1013.52 (feet) ADJUST
MB1091 88 minus 29 -0.206 ADJUSTED
MB1091 ***********************************************************************
MB1091
MB1091 GEOID HEIGHT- -33.75 GEOID90
MB1091 MODELED GRAV- 980,181.2 NAVD88
MB1091
MB1091
MB1091 VERT ORDER - FIRST CLASS 2
MB1091
MB1091
MB1091.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1091.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1091.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1091
MB1091
MB1091
MB1091
MB1091_STATION MARK IS A BENCH MARK DISK
MB1091_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1091_THE MARK IS STAMPED: W 301 RESET 1970
MB1091
MB1091 HISTORY - Year Condition Recov. By
MB1091 HISTORY - 1970 STATION MONUMENTED OH HIGHWAY DEPT
MB1091 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1091
MB1091 STATION DESCRIPTION
MB1091
MB1091'DESCRIBED BY OHIO HIGHWAY DEPARTMENT (NOW OHDT) 1970
MB1091'ABOUT 1.6 MILES NORTH ALONG THE PENNSYLVANIA RAILROAD FROM THE
MB1091'STATION AT CUYAHOGA FALLS, ABOUT 1900 FEET SOUTH FROM THE
MB1091'RAILROAD CROSSING AT GRAHAM ROAD, SUMMIT COUNTY HIGHWAY 29, 40
MB1091'FEET NORTH AND 50 FEET WEST OF POWER POLE NO. SL 355, ABOUT 125
MB1091'FEET EAST OF CENTER LINE STATION 311+30 OF RELOCATED STATE ROUTE
MB1091'8, AND 9 FEET WEST OF THE WEST RAIL OF THE PENNSYLVANIA RAILROAD,
MB1091'2.3 FEET BELOW THE WEST RAIL, A BRASS PLATE SET FLUSH IN THE SOUTH
MB1091'END OF THE WEST CONCRETE HEADWALL FOR CULVERT ON THE RAILROAD.
MB1091
MB1091 STATION RECOVERY (1983)
MB1091
MB1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1091'RECOVERED IN GOOD CONDITION. THE MARK CAN NOW BE LOCATED BY DRIVING
MB1091'0.55 KM (0.35 MI) SOUTH ALONG THE CONRAIL SERVICE ROAD FROM THE
MB1091'CROSSING OF GRAHAM ROAD. ADD--0.45 METER (1.5 FT) WEST OF A WITNESS
MB1091'POST.
|
|
|
|
|
|
|
|
|
|
|
|
2252568.0
|
545231.125
|
0101000020960E00001412E1A08B2F414173EB8E1A9EA32041
|
true
|
2006-07-18 10:56:00 -0400
|
false
|
41.15861111111111111111
|
-81.46833333333333333334
|
-81.4683333333333
|
41.158611111111
|
2252567.25686861
|
545231.051871641
|
686583.873061299
|
166186.756983975
|
764
|
764
|
W 302
|
MB1220
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
W 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
47.0
|
N
|
81
|
26
|
27.0
|
W
|
SCALED
|
-33.65
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
331.899
|
1088.9
|
ADJUST
|
|
|
|
|
|
|
|
980174.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT TALLMADGE, ABOUT 0.3 MILE SOUTH ALONG SOUTH AVENUE FROM THE
TRAFFIC CIRCLE AT TALLMADGE, SET IN THE TOP OF THE NORTHEAST
CONCRETE WING WALL OF A 8 FOOT BOX CULVERT UNDER THE AVENUE (STATE
HIGHWAY 91), 27 FEET EAST OF THE CENTER LINE OF THE AVENUE AND
ABOUT LEVEL WITH THE AVENUE.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2013-04-08 20:00:00 -0400
|
sce
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1220 ***********************************************************************
MB1220 DESIGNATION - W 302
MB1220 PID - MB1220
MB1220 STATE/COUNTY- OH/SUMMIT
MB1220
MB1220 HORZ DATUM - NAD 83(1986)
MB1220 VERT DATUM - NAVD 88
MB1220
MB1220 POSITION - 41 05 47. (N) 081 26 27. (W) SCALED
MB1220 83 minus 27 - +00. -01. SCALED
MB1220
MB1220 HEIGHT - 331.899 (meters) 1088.90 (feet) ADJUST
MB1220 88 minus 29 -0.19 ADJ UNCHK
MB1220 ***********************************************************************
MB1220
MB1220 GEOID HEIGHT- -33.65 GEOID90
MB1220 MODELED GRAV- 980,174.1 NAVD88
MB1220
MB1220
MB1220 VERT ORDER - FIRST CLASS 2
MB1220
MB1220
MB1220.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1220.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1220.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1220
MB1220
MB1220
MB1220
MB1220_STATION MARK IS A BENCH MARK DISK
MB1220_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1220_THE MARK IS STAMPED: W 302 1964
MB1220
MB1220 HISTORY - Year Condition Recov. By
MB1220 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1220 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1220
MB1220 STATION DESCRIPTION
MB1220
MB1220'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1220'AT TALLMADGE, ABOUT 0.3 MILE SOUTH ALONG SOUTH AVENUE FROM THE
MB1220'TRAFFIC CIRCLE AT TALLMADGE, SET IN THE TOP OF THE NORTHEAST
MB1220'CONCRETE WING WALL OF A 8 FOOT BOX CULVERT UNDER THE AVENUE (STATE
MB1220'HIGHWAY 91), 27 FEET EAST OF THE CENTER LINE OF THE AVENUE AND
MB1220'ABOUT LEVEL WITH THE AVENUE.
MB1220
MB1220 STATION RECOVERY (1989)
MB1220
MB1220'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1220'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2260375.0
|
522694.03125
|
0101000020960E0000B9983A21DF3E41418DE1F8E476E61F41
|
true
|
2013-04-09 07:01:00 -0400
|
false
|
41.09638888888888888889
|
-81.44083333333333333333
|
-81.4408333333333
|
41.0963888888887
|
2260414.25960073
|
522653.723605656
|
688975.64427759
|
159305.173565335
|
765
|
765
|
W 303
|
MB1432
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
33.0
|
N
|
81
|
30
|
16.0
|
W
|
SCALED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
335.27
|
1099.97
|
ADJUST
|
|
|
|
|
|
|
|
980172.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, NEAR THE JUNCTION OF COVENTRY STREET AND LAFOLLETTE
STREET, NEAR THE GOODRICH SCHOOL, SET ON THE TOP AND AT THE EAST
END OF THE NORTH CONCRETE BRIDGE RAILING OF THE LAFOLLETTE
STREET BRIDGE OVER THE EXPRESSWAY, 44 FEET NORTH OF THE
APPROXIMATE CENTER OF THE JUNCTION OF COVENTRY STREET AND
LAFOLLETTE STREET, 30 FEET NORTH OF THE CENTER LINE OF LAFOLLETTE
STREET AND 2.2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
|
2017-10-02 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1432 ***********************************************************************
MB1432 DESIGNATION - W 303
MB1432 PID - MB1432
MB1432 STATE/COUNTY- OH/SUMMIT
MB1432
MB1432 HORZ DATUM - NAD 83(1986)
MB1432 VERT DATUM - NAVD 88
MB1432
MB1432 POSITION - 41 03 33. (N) 081 30 16. (W) SCALED
MB1432 83 minus 27 - +00. -01. SCALED
MB1432
MB1432 HEIGHT - 335.270 (meters) 1099.97 (feet) ADJUST
MB1432 88 minus 29 -0.19 ADJ UNCHK
MB1432 ***********************************************************************
MB1432
MB1432 GEOID HEIGHT- -33.59 GEOID90
MB1432 MODELED GRAV- 980,172.8 NAVD88
MB1432
MB1432
MB1432 VERT ORDER - FIRST CLASS 2
MB1432
MB1432
MB1432.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1432.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1432.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1432
MB1432
MB1432
MB1432
MB1432_STATION MARK IS A BENCH MARK DISK
MB1432_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1432_THE MARK IS STAMPED: W 303 1964
MB1432
MB1432 HISTORY - Year Condition Recov. By
MB1432 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1432
MB1432 STATION DESCRIPTION
MB1432
MB1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1432'AT AKRON, NEAR THE JUNCTION OF COVENTRY STREET AND LAFOLLETTE
MB1432'STREET, NEAR THE GOODRICH SCHOOL, SET ON THE TOP AND AT THE EAST
MB1432'END OF THE NORTH CONCRETE BRIDGE RAILING OF THE LAFOLLETTE
MB1432'STREET BRIDGE OVER THE EXPRESSWAY, 44 FEET NORTH OF THE
MB1432'APPROXIMATE CENTER OF THE JUNCTION OF COVENTRY STREET AND
MB1432'LAFOLLETTE STREET, 30 FEET NORTH OF THE CENTER LINE OF LAFOLLETTE
MB1432'STREET AND 2.2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
|
|
|
|
|
|
|
|
|
|
|
|
2243037.25
|
508886.5625
|
0101000020960E000065E29812EF1C4141CA93B8595B0F1F41
|
true
|
2012-05-22 10:06:00 -0400
|
false
|
41.05916666666666666667
|
-81.50444444444444444444
|
-81.5044444444445
|
41.0591666666665
|
2243038.14529066
|
508886.837618169
|
683679.394043381
|
155109.018324038
|
766
|
766
|
W 337
|
KY2910
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
Flange-Encased Rod
|
W 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2002 NOT RECOVERED COSE SURVEY CREWHISTORY - 2014 GOOD COSE SURVEY CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
40
|
54
|
53.0
|
N
|
81
|
27
|
41.0
|
W
|
SCALED
|
-33.43
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
353.174
|
1158.7
|
ADJUST
|
|
|
|
|
|
|
|
980157.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
2.0 KM (1.25 MI) SOUTH ALONG STATE HIGHWAY 241 FROM THE POST OFFICE IN
GREENSBURG TO THE ENTRANCE ROAD OF THE CITY OF GREEN HIGHWAY DIVISION AND THE MARK ON THE LEFT, ON THE NORTH SIDE OF THE
NORTH ENTRANCE GATE POST, 0.8 KM (0.5 MI) NORTH OF THE STARK COUNTY
LINE, 19.66 METERS (64.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
5.03 METERS (16.5 FT) NORTH OF THE ENTRANCE DRIVEWAY, 1.22 METERS
(4.0 FT) NORTH OF THE NORTH GATE POST.
THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 8.3 METER
THE STATION IS 0.30 METERS ABOVE THE HEIGHT OF HIGHWAY .
|
2018-06-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY2910 ***********************************************************************
KY2910 DESIGNATION - W 337
KY2910 PID - KY2910
KY2910 STATE/COUNTY- OH/SUMMIT
KY2910
KY2910 HORZ DATUM - NAD 83(1986)
KY2910 VERT DATUM - NAVD 88
KY2910
KY2910 POSITION - 40 54 53. (N) 081 27 41. (W) SCALED
KY2910 83 minus 27 - +00. -01. SCALED
KY2910
KY2910 HEIGHT - 353.174 (meters) 1158.70 (feet) ADJUST
KY2910 88 minus 29 -0.191 ADJUSTED
KY2910 ***********************************************************************
KY2910
KY2910 GEOID HEIGHT- -33.43 GEOID90
KY2910 MODELED GRAV- 980,157.7 NAVD88
KY2910
KY2910
KY2910 VERT ORDER - FIRST CLASS 2
KY2910
KY2910
KY2910.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY2910.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY2910.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY2910
KY2910
KY2910
KY2910
KY2910_STATION MARK IS A FLANGE-ENCASED ROD
KY2910_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
KY2910_THE MONUMENT IS 0.30 METERS ABOVE THE HEIGHT OF HIGHWAY
KY2910_THE MARK IS STAMPED: W 337 1983
KY2910
KY2910 HISTORY - Year Condition Recov. By
KY2910 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY2910
KY2910 STATION DESCRIPTION
KY2910
KY2910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
KY2910'2.0 KM (1.25 MI) SOUTH ALONG STATE HIGHWAY 241 FROM THE POST OFFICE IN
KY2910'GREENSBURG TO THE ENTRANCE ROAD OF THE OHIO OPERATING ENGINEERS
KY2910'TRAINING CENTER AND THE MARK ON THE LEFT, ON THE NORTH SIDE OF THE
KY2910'NORTH ENTRANCE GATE POST, 0.8 KM (0.5 MI) NORTH OF THE STARK COUNTY
KY2910'LINE, 19.66 METERS (64.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
KY2910'5.03 METERS (16.5 FT) NORTH OF THE ENTRANCE DRIVEWAY, 1.22 METERS
KY2910'(4.0 FT) NORTH OF THE NORTH GATE POST.
KY2910'THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 8.3 METER
KY2910'THE STATION IS 0.30 METERS ABOVE THE HEIGHT OF HIGHWAY .
KY2910'THE STATION IS 1.10 METERS NE FROM A WITNESS POST
|
|
|
|
|
|
|
|
|
|
|
|
2255537.75
|
456404.125
|
0101000020960E0000767FC8B758354141F8CB153050DB1B41
|
true
|
2014-05-14 10:03:00 -0400
|
false
|
40.91472222222222222222
|
-81.46138888888888888889
|
-81.4613888888889
|
40.9147222222221
|
2255537.43580621
|
456404.046958148
|
687489.185412104
|
139112.231737289
|
767
|
767
|
WALL
|
MB1102
|
OH
|
Summit
|
|
|
|
SQUARE
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2005 NOT RECOVERED SCE
HISTORY - 2014 NOT RECOVERED SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
7.0
|
N
|
81
|
29
|
22.0
|
W
|
SCALED
|
-33.64
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
292.936
|
961.08
|
ADJUST
|
|
|
|
|
|
|
|
980176.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
AT EAST AKRON JUNCTION, ABOUT 100 YARDS NORTHEAST ALONG THE
BALTIMORE AND OHIO RAILROAD FROM ARLINGTON CONTROL TOWER AND
CROSSING OF NORTH ARLINGTON STREET, AT STONE BRIDGE OVER A BRANCH
TRACK OF THE B. AND O. RR, A 2 BY 2 1/2-INCH OUTLINED SQUARE
ON THE TOP OF THE STONE WING WALL AT NORTHWEST CORNER OF BRIDGE,
10 3/4 FEET WEST OF WEST RAIL OF EXTREME WEST TRACK AND ABOUT
3 FEET BELOW LEVEL OF TRACK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED IN GOOD CONDITION. OMIT REFERENCE TO ARLINGTON CONTROL
TOWER, CHANGE TO 0.08 KM (0.05 MI) NORTH-NORTHEAST ALONG CONRAIL
RAILROAD FROM THE CROSSING OF ARLINGTON STREET.
|
2014-04-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1102 ***********************************************************************
MB1102 DESIGNATION - WALL
MB1102 PID - MB1102
MB1102 STATE/COUNTY- OH/SUMMIT
MB1102
MB1102 HORZ DATUM - NAD 83(1986)
MB1102 VERT DATUM - NAVD 88
MB1102
MB1102 POSITION - 41 05 07. (N) 081 29 22. (W) SCALED
MB1102 83 minus 27 - +00. -01. SCALED
MB1102
MB1102 HEIGHT - 292.936 (meters) 961.08 (feet) ADJUST
MB1102 88 minus 29 -0.198 ADJUSTED
MB1102 ***********************************************************************
MB1102
MB1102 GEOID HEIGHT- -33.64 GEOID90
MB1102 MODELED GRAV- 980,176.6 NAVD88
MB1102
MB1102
MB1102 VERT ORDER - FIRST CLASS 2
MB1102
MB1102
MB1102.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1102.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1102.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1102
MB1102
MB1102
MB1102
MB1102_STATION MARK IS A CHISELED SQUARE
MB1102_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1102
MB1102 HISTORY - Year Condition Recov. By
MB1102 HISTORY - UNK STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1102 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
MB1102 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1102
MB1102 STATION DESCRIPTION
MB1102
MB1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
MB1102'AT EAST AKRON JUNCTION, ABOUT 100 YARDS NORTHEAST ALONG THE
MB1102'BALTIMORE AND OHIO RAILROAD FROM ARLINGTON CONTROL TOWER AND
MB1102'CROSSING OF NORTH ARLINGTON STREET, AT STONE BRIDGE OVER A BRANCH
MB1102'TRACK OF THE B. AND O. RR, A 2 BY 2 1/2-INCH OUTLINED SQUARE
MB1102'ON THE TOP OF THE STONE WING WALL AT NORTHWEST CORNER OF BRIDGE,
MB1102'10 3/4 FEET WEST OF WEST RAIL OF EXTREME WEST TRACK AND ABOUT
MB1102'3 FEET BELOW LEVEL OF TRACK.
MB1102
MB1102 STATION RECOVERY (1983)
MB1102
MB1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1102'RECOVERED IN GOOD CONDITION. OMIT REFERENCE TO ARLINGTON CONTROL
MB1102'TOWER, CHANGE TO 0.08 KM (0.05 MI) NORTH-NORTHEAST ALONG CONRAIL
MB1102'RAILROAD FROM THE CROSSING OF ARLINGTON STREET.
|
|
|
|
|
|
|
|
|
|
|
|
2247065.25
|
518446.8125
|
0101000020960E0000844D9D18CC244141420BD884BBA41F41
|
true
|
2014-04-17 10:09:00 -0400
|
false
|
41.08527777777777777777
|
-81.48944444444444444444
|
-81.4894444444444
|
41.0852777777776
|
2247064.1923005
|
518446.879730392
|
684906.535626263
|
158022.924987656
|
769
|
769
|
X 178
|
MB1293
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
3
|
6.0
|
N
|
81
|
31
|
55.0
|
W
|
SCALED
|
-33.58
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
304.574
|
999.26
|
ADJUST
|
|
|
|
|
|
|
|
980173.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT AKRON, ABOUT 2.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE UNION STATION AT AKRON, ABOUT 0.4 MILE
SOUTHWEST OF SOUTH MAIN STREET OVERPASS OVER TRACKS, SET
VERTICALLY IN THE NORTHWEST BRICK FACE OF THE WATER SOFTENER
BUILDING OF THE FIRESTONE TIRE AND RUBBER COMPANY PLANT, JUST
NORTHWEST OF THREE LARGE STACKS OF TIRE COMPANY PLANT, 108 FEET
NORTHEAST OF SIDE TRACK ENTRANCE TO PLANT, 1 1/2 FEET SOUTHWEST
OF NORTH CORNER OF BUILDING AND ABOUT 3 FEET ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
|
2016-05-25 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1293 ***********************************************************************
MB1293 DESIGNATION - X 178
MB1293 PID - MB1293
MB1293 STATE/COUNTY- OH/SUMMIT
MB1293
MB1293 HORZ DATUM - NAD 83(1986)
MB1293 VERT DATUM - NAVD 88
MB1293
MB1293 POSITION - 41 03 06. (N) 081 31 55. (W) SCALED
MB1293 83 minus 27 - +00. -01. SCALED
MB1293
MB1293 HEIGHT - 304.574 (meters) 999.26 (feet) ADJUST
MB1293 88 minus 29 -0.20 ADJ UNCHK
MB1293 ***********************************************************************
MB1293
MB1293 GEOID HEIGHT- -33.58 GEOID90
MB1293 MODELED GRAV- 980,173.3 NAVD88
MB1293
MB1293
MB1293 VERT ORDER - FIRST CLASS 2
MB1293
MB1293
MB1293.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1293.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1293.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1293
MB1293
MB1293
MB1293
MB1293_STATION MARK IS A BENCH MARK DISK
MB1293_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1293_THE MARK IS STAMPED: X 178 1954
MB1293
MB1293 HISTORY - Year Condition Recov. By
MB1293 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1293 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1293
MB1293 STATION DESCRIPTION
MB1293
MB1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1293'AT AKRON, ABOUT 2.1 MILES SOUTHWEST ALONG THE BALTIMORE AND OHIO
MB1293'RAILROAD FROM THE UNION STATION AT AKRON, ABOUT 0.4 MILE
MB1293'SOUTHWEST OF SOUTH MAIN STREET OVERPASS OVER TRACKS, SET
MB1293'VERTICALLY IN THE NORTHWEST BRICK FACE OF THE WATER SOFTENER
MB1293'BUILDING OF THE FIRESTONE TIRE AND RUBBER COMPANY PLANT, JUST
MB1293'NORTHWEST OF THREE LARGE STACKS OF TIRE COMPANY PLANT, 108 FEET
MB1293'NORTHEAST OF SIDE TRACK ENTRANCE TO PLANT, 1 1/2 FEET SOUTHWEST
MB1293'OF NORTH CORNER OF BUILDING AND ABOUT 3 FEET ABOVE GROUND.
MB1293
MB1293 STATION RECOVERY (1963)
MB1293
MB1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1293'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2235485.25
|
506069.0
|
0101000020960E00001BFFB2A42E0E414103D0499F54E31E41
|
true
|
2013-08-06 10:21:00 -0400
|
false
|
41.05166666666666666667
|
-81.53194444444444444445
|
-81.5319444444444
|
41.0516666666665
|
2235485.28671254
|
506069.15555501
|
681377.278144538
|
154250.187113524
|
772
|
772
|
COLLIER C OF A
|
MB1345
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
Disk in Concrete
|
COLLIER
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2000 UNRECOVERED COSE SURVEY CREWHISTORY - 2010 GOOD SCE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
0.27561
|
N
|
81
|
35
|
18.25457
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157723.886
|
676594.471
|
0.99993918
|
+
|
0
|
35
|
55.9
|
|
MT
|
|
|
|
|
297.604
|
976.39
|
ADJUST
|
|
-0.48
|
DEFLEC90
|
|
|
|
|
980176.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF
COLLIER ROAD AND COPLEY ROAD,
ABOUT 3-3/4 MILES WEST OF DOWNTOWN AKRON, 21 FEET NORTHEAST OF A
POWER POLE, 15 FEET WEST OF THE
CENTERLINE OF COLLIER ROAD, AND 11.7 FEET SOUTH OF THE CENTERLINE
OF COPLEY ROAD. IT IS A CITY OF AKRON DISK
STAMPED COLLIER, SET IN THE TOP OF A
6 INCH SQUARE CONCRETE POST THAT IS 5 INCHES BELOW THE SURFACE
OF A 3 FOOT SQUARE OF CONCRETE
AND WITH A 9 INCH IRON COVER.
MAY HAVE BEEN PAVED OVER. UNABLE TO FIND IN 2015.
|
2016-09-26 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1345 ***********************************************************************
MB1345 DESIGNATION - COLLIER C OF A
MB1345 PID - MB1345
MB1345 STATE/COUNTY- OH/SUMMIT
MB1345
MB1345 HORZ DATUM - NAD 83(1986)
MB1345 VERT DATUM - NAVD 88
MB1345
MB1345 POSITION - 41 05 00.27561(N) 081 35 18.25457(W) ADJUSTED
MB1345 83 minus 27 - +00.19374 -00.56239 ADJUSTED
MB1345
MB1345 HEIGHT - 297.604 (meters) 976.39 (feet) ADJUST
MB1345 88 minus 29 -0.20 ADJ UNCHK
MB1345 ***********************************************************************
MB1345
MB1345 LAPLACE CORR- -0.48 DEFLEC90
MB1345 GEOID HEIGHT- -33.62 GEOID90
MB1345 MODELED GRAV- 980,176.7 NAVD88
MB1345
MB1345
MB1345 HORZ ORDER - FIRST
MB1345 VERT ORDER - FIRST CLASS 2
MB1345
MB1345
MB1345.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1345.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1345.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1345.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1345
MB1345; North East Scale Converg.
MB1345;SPC OH N - 157,723.886 676,594.471 0.99993918 +0 35 55.9 MT
MB1345;UTM 17 - 4,548,183.194 450,576.635 0.99963006 -0 23 12.1 MT
MB1345
MB1345: Primary Azimuth Mark Grid Az
MB1345:SPC OH N - WRIGHT C OF A 180 21 34.7
MB1345:UTM 17 - WRIGHT C OF A 181 20 42.7
MB1345
MB1345|---------------------------------------------------------------------|
MB1345| Pid Reference Object Distance Geod. AZ |
MB1345| dddmmss.ss|
MB1345| MB1342 WRIGHT C OF A APPROX. 1.1 KM 1805730.6 |
MB1345|---------------------------------------------------------------------|
MB1345
MB1345_STATION MARK IS A SURVEY DISK
MB1345_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1345_THE MARK IS STAMPED: COLLIER
MB1345
MB1345 HISTORY - Year Condition Recov. By
MB1345 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1345 HISTORY - 1963 CITY OF AKRON OHIO
MB1345 HISTORY - 2000 UNRECOVERED COSE FIELD SURVEY CREW
MB1345 HISTORY - 2000 TIES MET IN THE PAVEMENT AT THE INTERSECTION
MB1345 HISTORY - 2000 RECEIVED A POSITIVE READING WITH MAGNETIC LOCATOR
MB1345 HISTORY - 2000 NOTHING VISIBLE AT SURFACE
MB1345 HISTORY - 2000 DID NOT ATTEMPT TO UNCOVER DUE TO HIGH VOLUME OF TRAFFIC
MB1345
MB1345 STATION DESCRIPTION
MB1345
MB1345'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1345'THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF
MB1345'COLLIER ROAD AND COPLEY ROAD,
MB1345'ABOUT 3-3/4 MILES WEST OF DOWNTOWN AKRON, 21 FEET NORTHEAST OF A
MB1345'POWER POLE, 15 FEET WEST OF THE
MB1345'CENTERLINE OF COLLIER ROAD, AND 11.7 FEET SOUTH OF THE CENTERLINE
MB1345'OF COPLEY ROAD. IT IS A CITY OF AKRON DISK
MB1345'STAMPED COLLIER, SET IN THE TOP OF A
MB1345'6 INCH SQUARE CONCRETE POST THAT IS 5 INCHES BELOW THE SURFACE
MB1345'OF A 3 FOOT SQUARE OF CONCRETE
MB1345'AND WITH A 9 INCH IRON COVER.
MB1345'
|
|
|
|
|
|
|
|
|
|
|
|
2219794.25
|
517465.21875
|
0101000020960E00006C139BD888EF4041053E462267951F41
|
true
|
2011-11-28 03:46:00 -0500
|
false
|
41.083409891666666666663333
|
-81.58840404722222222222
|
-81.5884040472222
|
41.0834098916665
|
2219793.69223254
|
517465.783471078
|
676594.470581419
|
157723.886249738
|
781
|
781
|
CRAWFORD A C OF A
|
MB1248
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
5
|
51.91755
|
N
|
81
|
29
|
36.25042
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
159404.555
|
684557.971
|
0.99993928
|
+
|
0
|
39
|
40.6
|
|
MT
|
|
|
|
|
318.211
|
1044.0
|
ADJUST
|
|
0.03
|
DEFLEC90
|
|
|
|
|
980178.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
SEE STATION CRAWFORD (ACS)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF FOUSE AVENUE AND CLYDE
STREET, NEAR THE CENTER LINE OF CLYDE STREET, ABOUT 300 FEET
SOUTHEAST OF THE FOREST HILL SCHOOL, 58.5 FEET NORTHEAST OF
THE NORTHEAST CORNER OF A HOUSE AT 630 FOUSE AVENUE, 38 FEET
NORTHWEST OF POWER LINE POLE NO. 65072, 24 FEET SOUTH OF THE
CENTER LINE OF FOUSE AVENUE, 4 FEET WEST OF THE CENTER LINE OF
CLYDE STREET, ABOUT 0.3 MILE EAST OF THE JUNCTION OF DAN STREET
AND FOUSE AVENUE, SET IN THE TOP OF A CONCRETE POST 4 INCHES
BELOW THE LEVEL OF CLYDE STREET ACCESS TO WHICH IS HAD THROUGH
A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
2017-09-20 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1248 ***********************************************************************
MB1248 DESIGNATION - CRAWFORD A C OF A
MB1248 PID - MB1248
MB1248 STATE/COUNTY- OH/SUMMIT
MB1248
MB1248 HORZ DATUM - NAD 83(1986)
MB1248 VERT DATUM - NAVD 88
MB1248
MB1248 POSITION - 41 05 51.91755(N) 081 29 36.25042(W) ADJUSTED
MB1248 83 minus 27 - +00.20032 -00.57373 ADJUSTED
MB1248
MB1248 HEIGHT - 318.211 (meters) 1044.00 (feet) ADJUST
MB1248 88 minus 29 -0.20 ADJ UNCHK
MB1248 ***********************************************************************
MB1248
MB1248 LAPLACE CORR- 0.03 DEFLEC90
MB1248 GEOID HEIGHT- -33.66 GEOID90
MB1248 MODELED GRAV- 980,178.1 NAVD88
MB1248
MB1248
MB1248 HORZ ORDER - SECOND
MB1248 VERT ORDER - FIRST CLASS 2
MB1248
MB1248
MB1248.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1248.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1248.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1248.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1248
MB1248; North East Scale Converg.
MB1248;SPC OH N - 159,404.555 684,557.971 0.99993928 +0 39 40.6 MT
MB1248;UTM 17 - 4,549,726.149 458,565.360 0.99962113 -0 19 27.6 MT
MB1248
MB1248
MB1248
MB1248_STATION MARK IS A SURVEY DISK
MB1248_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1248_THE MARK IS STAMPED: CRAWFORD A
MB1248
MB1248 HISTORY - Year Condition Recov. By
MB1248 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1248 HISTORY - 1963 CITY OF AKRON OHIO
MB1248 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1248
MB1248 STATION DESCRIPTION
MB1248
MB1248'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1248'SEE STATION CRAWFORD (ACS)
MB1248'
MB1248
MB1248 STATION RECOVERY (1964)
MB1248
MB1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1248'AT AKRON, NEAR THE INTERSECTION OF FOUSE AVENUE AND CLYDE
MB1248'STREET, NEAR THE CENTER LINE OF CLYDE STREET, ABOUT 300 FEET
MB1248'SOUTHEAST OF THE FOREST HILL SCHOOL, 58.5 FEET NORTHEAST OF
MB1248'THE NORTHEAST CORNER OF A HOUSE AT 630 FOUSE AVENUE, 38 FEET
MB1248'NORTHWEST OF POWER LINE POLE NO. 65072, 24 FEET SOUTH OF THE
MB1248'CENTER LINE OF FOUSE AVENUE, 4 FEET WEST OF THE CENTER LINE OF
MB1248'CLYDE STREET, ABOUT 0.3 MILE EAST OF THE JUNCTION OF DAN STREET
MB1248'AND FOUSE AVENUE, SET IN THE TOP OF A CONCRETE POST 4 INCHES
MB1248'BELOW THE LEVEL OF CLYDE STREET ACCESS TO WHICH IS HAD THROUGH
MB1248'A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2245921.25
|
522980.0
|
0101000020960E00005893444E90224141D788A71B8FEB1F41
|
true
|
2013-07-15 07:18:00 -0400
|
false
|
41.097754875
|
-81.49340289444444444444
|
-81.4934028944444
|
41.0977548749999
|
2245920.61146776
|
522979.777006281
|
684557.971491316
|
159404.554840608
|
783
|
783
|
CROSS C OF A
|
MB1426
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF ALBUQUERQUE NEW MEXICOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1975 CITY OF AKRON OHIOHISTORY - 2011 GOOD SCE SURVEY CREW 2021 GOOD COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
43.44821
|
N
|
81
|
31
|
12.30035
|
W
|
ADJUSTED
|
-33.54
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
151715.037
|
682402.915
|
0.99993937
|
+
|
0
|
38
|
37.5
|
|
MT
|
|
|
|
|
316.655
|
1038.89
|
ADJUST
|
|
-0.51
|
DEFLEC90
|
|
|
|
|
980170.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1963 (VBM)
THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF DOWNTOWN AKRON, ON
THE SOUTH SIDE OF EAST
WATERLOO ROAD, BETWEEN THE HOLY CROSS CEMETERY AND THE COLONIAL
VILLAGE LANES. IT IS A CITY OF
AKRON DISK STAMPED CROSS, SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 4 INCHES UNDER A 3
FOOT SQUARE OF CONCRETE WITH A 23 INCH IRON
MANHOLE COVER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
IT IS 90.4 FEET WEST OF A POWER
POLE, 66.6 FEET EAST OF A POWER POLE, 13.5 FEET NORTH OF A CYCLONE
FENCE, AND 4.4 FEET SOUTH OF THE
SOUTH EDGE OF THE PAVED ROAD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, IN THE SOUTHERN PART OF THE CITY, ABOUT 0.4 MILE EAST
ALONG U.S. HIGHWAY 224 (WATERLOO ROAD) FROM ITS INTERSECTION WITH
SOUTH MAIN STREET, BETWEEN THE HOLY CROSS CEMETERY AND COLONIAL
VILLAGE LANES, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE
HIGHWAY, 90 1/2 FEET WEST OF CABLE LINE POLE NO. 83131, 66 1/2
FEET EAST OF CABLE LINE POLE NO. 83114, 13.5 FEET NORTH OF A
CYCLONE FENCE ALONG THE NORTH SIDE OF THE HOLY CROSS CEMETERY,
4.4 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY PAVEMENT, SET IN
THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS
HAD THROUGH A 23 INCH CAST IRON COVER WHICH IS FLUSH WITH THE
GROUND.
RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
CROSS 24 INCH C.I. COVER BROKEN- WITNESS POLES (UTILITY) GONE
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES SOUTH
DOWNTOWN AKRON.
RECOVERY NOTE BY SUMMIT COUNTY ENGINEER 2011
AT AKRON, IN THE SOUTHERN PART OF THE CITY, ABOUT 0.4 MILE EAST
ALONG U.S. HIGHWAY 224 (WATERLOO ROAD) FROM ITS INTERSECTION WITH
SOUTH MAIN STREET, BETWEEN THE HOLY CROSS CEMETERY AND THE OLD COLONIAL
VILLAGE LANES, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE
HIGHWAY, 90 1/2 FEET WEST OF POLE NO. 83131, 66 1/2
FEET EAST OF POLE NO. 83114, 13.5 FEET NORTH OF A
CYCLONE FENCE ALONG THE NORTH SIDE OF THE HOLY CROSS CEMETERY,
1 FOOT NORTH OF THE SOUTH CURB, SET IN
THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS
HAD THROUGH A 23 INCH CAST IRON COVER WHICH IS FLUSH WITH THE
PAVEMENT.
|
2021-05-27 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1426 ***********************************************************************
MB1426 DESIGNATION - CROSS C OF A
MB1426 PID - MB1426
MB1426 STATE/COUNTY- OH/SUMMIT
MB1426
MB1426 HORZ DATUM - NAD 83(1986)
MB1426 VERT DATUM - NAVD 88
MB1426
MB1426 POSITION - 41 01 43.44821(N) 081 31 12.30035(W) ADJUSTED
MB1426 83 minus 27 - +00.19987 -00.57792 ADJUSTED
MB1426
MB1426 HEIGHT - 316.655 (meters) 1038.89 (feet) ADJUST
MB1426 88 minus 29 -0.19 ADJ UNCHK
MB1426 ***********************************************************************
MB1426
MB1426 LAPLACE CORR- -0.51 DEFLEC90
MB1426 GEOID HEIGHT- -33.54 GEOID90
MB1426 MODELED GRAV- 980,170.8 NAVD88
MB1426
MB1426
MB1426 HORZ ORDER - FIRST
MB1426 VERT ORDER - FIRST CLASS 2
MB1426
MB1426
MB1426.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1426.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1426.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1426.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1426
MB1426; North East Scale Converg.
MB1426;SPC OH N - 151,715.037 682,402.915 0.99993937 +0 38 37.5 MT
MB1426;UTM 17 - 4,542,077.255 456,279.105 0.99962353 -0 20 29.1 MT
MB1426
MB1426: Primary Azimuth Mark Grid Az
MB1426:SPC OH N - VORIS C OF A 1963 068 56 32.4
MB1426:UTM 17 - VORIS C OF A 1963 069 55 39.0
MB1426
MB1426|---------------------------------------------------------------------|
MB1426| Pid Reference Object Distance Geod. AZ |
MB1426| dddmmss.ss|
MB1426| MB2932 VORIS C OF A 1963 APPROX. 0.6 KM 0693509.9 |
MB1426| MB2894 AKRON RADIO STA WAKR NW MAST APPROX. 1.5 KM 1183225.0 |
MB1426| MB2897 AKRON RADIO STA WAKR SW MAST APPROX. 1.6 KM 1192444.9 |
MB1426|---------------------------------------------------------------------|
MB1426
MB1426_STATION MARK IS A SURVEY DISK
MB1426_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1426_THE MARK IS STAMPED: CROSS
MB1426
MB1426 HISTORY - Year Condition Recov. By
MB1426 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1426 HISTORY - 1963 CITY OF ALBUQUERQUE NEW MEXICO
MB1426 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1426 HISTORY - 1975 CITY OF AKRON OHIO
MB1426
MB1426 STATION DESCRIPTION
MB1426
MB1426'DESCRIBED BY CITY OF ALBUQUERQUE NEW MEXICO 1963 (VBM)
MB1426'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF DOWNTOWN AKRON, ON
MB1426'THE SOUTH SIDE OF EAST
MB1426'WATERLOO ROAD, BETWEEN THE HOLY CROSS CEMETERY AND THE COLONIAL
MB1426'VILLAGE LANES. IT IS A CITY OF
MB1426'AKRON DISK STAMPED CROSS, SET IN THE TOP OF A 6 INCH SQUARE
MB1426'CONCRETE POST THAT IS 4 INCHES UNDER A 3
MB1426'FOOT SQUARE OF CONCRETE WITH A 23 INCH IRON
MB1426'MANHOLE COVER THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
MB1426'IT IS 90.4 FEET WEST OF A POWER
MB1426'POLE, 66.6 FEET EAST OF A POWER POLE, 13.5 FEET NORTH OF A CYCLONE
MB1426'FENCE, AND 4.4 FEET SOUTH OF THE
MB1426'SOUTH EDGE OF THE PAVED ROAD.
MB1426'
MB1426
MB1426 STATION RECOVERY (1964)
MB1426
MB1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1426'AT AKRON, IN THE SOUTHERN PART OF THE CITY, ABOUT 0.4 MILE EAST
MB1426'ALONG U.S. HIGHWAY 224 (WATERLOO ROAD) FROM ITS INTERSECTION WITH
MB1426'SOUTH MAIN STREET, BETWEEN THE HOLY CROSS CEMETERY AND COLONIAL
MB1426'VILLAGE LANES, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE
MB1426'HIGHWAY, 90 1/2 FEET WEST OF CABLE LINE POLE NO. 83131, 66 1/2
MB1426'FEET EAST OF CABLE LINE POLE NO. 83114, 13.5 FEET NORTH OF A
MB1426'CYCLONE FENCE ALONG THE NORTH SIDE OF THE HOLY CROSS CEMETERY,
MB1426'4.4 FEET SOUTH OF THE SOUTH EDGE OF THE HIGHWAY PAVEMENT, SET IN
MB1426'THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS
MB1426'HAD THROUGH A 23 INCH CAST IRON COVER WHICH IS FLUSH WITH THE
MB1426'GROUND.
MB1426
MB1426 STATION RECOVERY (1975)
MB1426
MB1426'RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
MB1426'CROSS 24 INCH C.I. COVER BROKEN- WITNESS POLES (UTILITY) GONE
MB1426'
MB1426'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES SOUTH
MB1426'DOWNTOWN AKRON.
MB1426'
|
|
|
|
|
|
|
|
|
|
|
|
2238851.0
|
497751.9375
|
0101000020960E0000D826571DC1144141CDAE39FF5E611E41
|
true
|
2011-11-28 04:00:00 -0500
|
false
|
41.02873561388888888889
|
-81.52008343055555555556
|
-81.5200834305555
|
41.0287356138888
|
2238850.22922216
|
497751.74924348
|
682402.914672743
|
151715.036599469
|
784
|
784
|
CUYAHOGA C OF A
|
MB1394
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2011 UNABLE TO LOCATE SCE SURVEY CREW
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
19.29026
|
N
|
81
|
31
|
27.84643
|
W
|
ADJUSTED
|
-33.67
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
160219.276
|
681944.612
|
0.99993936
|
+
|
0
|
38
|
27.3
|
|
MT
|
|
|
|
|
276.108
|
905.86
|
ADJUST
|
|
-0.05
|
DEFLEC90
|
|
|
|
|
980178.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
STATION IS ABOUT 1-3/4 MILES NORTH OF DOWNTOWN AKRON, 4 FEET WEST OF
THE CENTER OF CUYAHOGA STREET
AND IN THE 500 BLOCK OF CUYAHOGA STREET. THE MARK IS 11.1 FEET EAST
OF THE WEST CURB, 19 FEET WEST OF
THE EAST CURB, 27 FEET SOUTHEAST OF A FIRE PLUG AND 47
FEET EAST OF NORTHEAST CORNER OF THE HOUSE AT 556
CUYAHOGA STREET. IT IS A CITY OF
AKRON DISK STAMPED CUYAHOGA SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES
BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, 0.3 MILE NORTH ALONG CUYAHOGA STREET FROM THE
INTERSECTION OF WEST TALLMADGE AVENUE LEADING EAST AND TALLMADGE
PARKWAY LEADING WEST, 47 FEET EAST-SOUTHEAST OF THE NORTHEAST
CORNER OF HOUSE AT 556 CUYAHOGA STREET, 27 FEET SOUTHEAST OF A
FIRE HYDRANT, 19 FEET WEST OF THE WEST CURB OF THE STREET, 11
FEET EAST OF THE WEST CURB OF THE STREET, AND SET IN THE TOP OF
A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE SURFACE OF THE
STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
MARKED AKRON SURVEY 1963.
AREA HAS BEEN REPAVED
|
2013-09-08 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1394 ***********************************************************************
MB1394 DESIGNATION - CUYAHOGA C OF A
MB1394 PID - MB1394
MB1394 STATE/COUNTY- OH/SUMMIT
MB1394
MB1394 HORZ DATUM - NAD 83(1986)
MB1394 VERT DATUM - NAVD 88
MB1394
MB1394 POSITION - 41 06 19.29026(N) 081 31 27.84643(W) ADJUSTED
MB1394 83 minus 27 - +00.19770 -00.56789 ADJUSTED
MB1394
MB1394 HEIGHT - 276.108 (meters) 905.86 (feet) ADJUST
MB1394 88 minus 29 -0.20 ADJ UNCHK
MB1394 ***********************************************************************
MB1394
MB1394 LAPLACE CORR- -0.05 DEFLEC90
MB1394 GEOID HEIGHT- -33.67 GEOID90
MB1394 MODELED GRAV- 980,178.8 NAVD88
MB1394
MB1394
MB1394 HORZ ORDER - FIRST
MB1394 VERT ORDER - FIRST CLASS 2
MB1394
MB1394
MB1394.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1394.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1394.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1394.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1394
MB1394; North East Scale Converg.
MB1394;SPC OH N - 160,219.276 681,944.612 0.99993936 +0 38 27.3 MT
MB1394;UTM 17 - 4,550,585.433 455,967.226 0.99962386 -0 20 41.2 MT
MB1394
MB1394: Primary Azimuth Mark Grid Az
MB1394:SPC OH N - POOL C OF A 160 29 36.4
MB1394:UTM 17 - POOL C OF A 161 28 44.9
MB1394
MB1394|---------------------------------------------------------------------|
MB1394| Pid Reference Object Distance Geod. AZ |
MB1394| dddmmss.ss|
MB1394| MB1393 POOL C OF A APPROX. 0.7 KM 1610803.7 |
MB1394| MB1395 UHLER C OF A 347.952 METERS 35642 |
MB1394|---------------------------------------------------------------------|
MB1394
MB1394_STATION MARK IS A SURVEY DISK
MB1394_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1394_THE MARK IS STAMPED: CUYAHOGA
MB1394
MB1394 HISTORY - Year Condition Recov. By
MB1394 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1394 HISTORY - 1963 CITY OF AKRON OHIO
MB1394 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1394
MB1394 STATION DESCRIPTION
MB1394
MB1394'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1394'STATION IS ABOUT 1-3/4 MILES NORTH OF DOWNTOWN AKRON, 4 FEET WEST OF
MB1394'THE CENTER OF CUYAHOGA STREET
MB1394'AND IN THE 500 BLOCK OF CUYAHOGA STREET. THE MARK IS 11.1 FEET EAST
MB1394'OF THE WEST CURB, 19 FEET WEST OF
MB1394'THE EAST CURB, 27 FEET SOUTHEAST OF A FIRE PLUG AND 47
MB1394'FEET EAST OF NORTHEAST CORNER OF THE HOUSE AT 556
MB1394'CUYAHOGA STREET. IT IS A CITY OF
MB1394'AKRON DISK STAMPED CUYAHOGA SET IN THE TOP OF A 6 INCH SQUARE
MB1394'CONCRETE MONUMENT 4 INCHES
MB1394'BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9
MB1394'INCH IRON COVER.
MB1394'
MB1394
MB1394 STATION RECOVERY (1964)
MB1394
MB1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1394'AT AKRON, 0.3 MILE NORTH ALONG CUYAHOGA STREET FROM THE
MB1394'INTERSECTION OF WEST TALLMADGE AVENUE LEADING EAST AND TALLMADGE
MB1394'PARKWAY LEADING WEST, 47 FEET EAST-SOUTHEAST OF THE NORTHEAST
MB1394'CORNER OF HOUSE AT 556 CUYAHOGA STREET, 27 FEET SOUTHEAST OF A
MB1394'FIRE HYDRANT, 19 FEET WEST OF THE WEST CURB OF THE STREET, 11
MB1394'FEET EAST OF THE WEST CURB OF THE STREET, AND SET IN THE TOP OF
MB1394'A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE SURFACE OF THE
MB1394'STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
MB1394'MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2237347.5
|
525652.625
|
0101000020960E00000B91D94ED11141410FD4FF7AA90A2041
|
true
|
2013-09-10 08:54:00 -0400
|
false
|
41.10535840555555555556
|
-81.52440178611111111111
|
-81.5244017861111
|
41.1053584055554
|
2237346.6160146
|
525652.740233065
|
681944.612450476
|
160219.275661574
|
791
|
791
|
CWL 139 USGS
|
MB1332
|
OH
|
Summit
|
|
USGS
|
1951-12-31 19:00:00 -0500
|
DISK
|
CWL 139 760 1952
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1952 STATION MONUMENTED US GEOLOGICAL SURVEY
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2000 UNABLE TO RECOVER COSE CREW
HISTORY - 2012 UNABLE TO LOCATE COSE
|
NAD 83(1986)
|
|
false
|
41
|
8
|
10.0
|
N
|
81
|
32
|
52.0
|
W
|
SCALED
|
-33.73
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
231.382
|
759.13
|
ADJUST
|
|
|
|
|
|
|
|
980184.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.1 MILE SOUTH ALONG PENINSULA ROAD FROM THE
JUNCTION OF PORTAGE TRAIL, SET IN THE TOP AT THE NORTH END OF
THE WEST SIDEWALK OF A TRUSS BRIDGE OVER CUYAHOGA RIVER, 23
FEET WEST OF THE CENTER LINE OF PENINSULA ROAD, 0.6 FOOT EAST
OF THE WEST EDGE OF SIDEWALK, 1.3 FOOT SOUTH OF THE NORTH END OF
SIDEWALK AND IS ABOUT LEVEL WITH THE ROAD.
|
2013-11-26 19:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1332 ***********************************************************************
MB1332 DESIGNATION - CWL 139 USGS
MB1332 PID - MB1332
MB1332 STATE/COUNTY- OH/SUMMIT
MB1332
MB1332 HORZ DATUM - NAD 83(1986)
MB1332 VERT DATUM - NAVD 88
MB1332
MB1332 POSITION - 41 08 10. (N) 081 32 52. (W) SCALED
MB1332 83 minus 27 - +00. -01. SCALED
MB1332
MB1332 HEIGHT - 231.382 (meters) 759.13 (feet) ADJUST
MB1332 88 minus 29 -0.20 ADJ UNCHK
MB1332 ***********************************************************************
MB1332
MB1332 GEOID HEIGHT- -33.73 GEOID90
MB1332 MODELED GRAV- 980,184.1 NAVD88
MB1332
MB1332
MB1332 VERT ORDER - FIRST CLASS 2
MB1332
MB1332
MB1332.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1332.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1332.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1332
MB1332
MB1332
MB1332
MB1332_STATION MARK IS A SURVEY DISK
MB1332_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1332_THE MARK IS STAMPED: CWL 139 760 1952
MB1332
MB1332 HISTORY - Year Condition Recov. By
MB1332 HISTORY - 1952 STATION MONUMENTED US GEOLOGICAL SURVEY
MB1332 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1332
MB1332 STATION DESCRIPTION
MB1332
MB1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1332'AT AKRON, ABOUT 0.1 MILE SOUTH ALONG PENINSULA ROAD FROM THE
MB1332'JUNCTION OF PORTAGE TRAIL, SET IN THE TOP AT THE NORTH END OF
MB1332'THE WEST SIDEWALK OF A TRUSS BRIDGE OVER CUYAHOGA RIVER, 23
MB1332'FEET WEST OF THE CENTER LINE OF PENINSULA ROAD, 0.6 FOOT EAST
MB1332'OF THE WEST EDGE OF SIDEWALK, 1.3 FOOT SOUTH OF THE NORTH END OF
MB1332'SIDEWALK AND IS ABOUT LEVEL WITH THE ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2230800.0
|
536785.5625
|
0101000020960E00008D0E9266FF04414133713854A2612041
|
true
|
2013-11-27 03:56:00 -0500
|
false
|
41.13611111111111111111
|
-81.54777777777777777777
|
-81.5477777777778
|
41.136111111111
|
2230782.8013323
|
536785.16449312
|
679943.957734001
|
163612.445362376
|
792
|
792
|
D 178
|
KY1742
|
OH
|
Summit
|
|
USCGS
|
1953-12-31 19:00:00 -0500
|
DISK
|
D 178 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2000 RESET COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
55
|
42.0
|
N
|
81
|
37
|
57.0
|
W
|
SCALED
|
-33.37
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
289.76
|
950.65
|
ADJUST
|
|
|
|
|
|
|
|
980172.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
0.55 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
THE CONTROL TOWER AT WARWICK, AT CLINTON, AT THE CROSSING OF
U.S. HIGHWAY 21, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
CONCRETE ABUTMENT OF HIGHWAY 21 BRIDGE OVER TUSCARAWAS RIVER, 76
FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 54 FEET
SOUTHEAST OF TELEPHONE POLE NO. 26/35, 17 FEET NORTHEAST OF
CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
BRIDGE HAS BEEN REPLACED. DISK RESET IN 1994.
|
1999-12-31 19:00:00 -0500
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1742 ***********************************************************************
KY1742 DESIGNATION - D 178
KY1742 PID - KY1742
KY1742 STATE/COUNTY- OH/SUMMIT
KY1742
KY1742 HORZ DATUM - NAD 83(1986)
KY1742 VERT DATUM - NAVD 88
KY1742
KY1742 POSITION - 40 55 42. (N) 081 37 57. (W) SCALED
KY1742 83 minus 27 - +00. -01. SCALED
KY1742
KY1742 HEIGHT - 289.760 (meters) 950.65 (feet) ADJUST
KY1742 88 minus 29 -0.23 ADJ UNCHK
KY1742 ***********************************************************************
KY1742
KY1742 GEOID HEIGHT- -33.37 GEOID90
KY1742 MODELED GRAV- 980,172.3 NAVD88
KY1742
KY1742
KY1742 VERT ORDER - FIRST CLASS 2
KY1742
KY1742
KY1742.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1742.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1742.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1742
KY1742
KY1742
KY1742
KY1742_STATION MARK IS A BENCH MARK DISK
KY1742_WITH SETTING: SET IN A MASSIVE STRUCTURE
KY1742_THE MARK IS STAMPED: D 178 1954
KY1742
KY1742 HISTORY - Year Condition Recov. By
KY1742 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY1742 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY1742
KY1742 STATION DESCRIPTION
KY1742
KY1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
KY1742'0.55 MILE NORTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM
KY1742'THE CONTROL TOWER AT WARWICK, AT CLINTON, AT THE CROSSING OF
KY1742'U.S. HIGHWAY 21, IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
KY1742'CONCRETE ABUTMENT OF HIGHWAY 21 BRIDGE OVER TUSCARAWAS RIVER, 76
KY1742'FEET SOUTHEAST OF SOUTHEAST RAIL OF SOUTHEAST TRACK, 54 FEET
KY1742'SOUTHEAST OF TELEPHONE POLE NO. 26/35, 17 FEET NORTHEAST OF
KY1742'CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
KY1742'BRIDGE HAS BEEN REPLACED. DISK RESET IN 1994.
|
|
|
|
|
|
|
|
|
|
|
|
2208220.0
|
460855.0
|
0101000020960E00002EC0B636E4D84041A2189C87B7201C41
|
false
|
2005-03-25 09:41:00 -0500
|
false
|
40.92833333333333333334
|
-81.6325
|
-81.6325
|
40.9283333333332
|
2208200.42745211
|
460845.882431397
|
673060.836409075
|
140466.105897283
|
793
|
793
|
D 179
|
MB1299
|
OH
|
Summit
|
|
USCGS
|
1953-12-31 00:00:00 -0500
|
Disk in Light Structure
|
D 179 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
1
|
41.0
|
N
|
81
|
35
|
14.0
|
W
|
SCALED
|
-33.52
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
297.218
|
975.12
|
ADJUST
|
|
|
|
|
|
|
|
980172.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT BARBERTON, ABOUT 1.5 MILES NORTH ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE STATION, AT THE CROSSING OF EAST STATE STREET,
IN THE TOP OF THE EAST EDGE OF THE NORTH END OF THE EAST WING
WALL OF NORTH CONCRETE ABUTMENT OF EAST STATE STREET BRIDGE OVER
OHIO CANAL, 48 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 10 FEET
EAST OF EAST CURB LINE OF EAST STATE STREET, 1 1/2 FEET SOUTH OF
NORTH END OF WING WALL, AND ABOUT 1 FOOT ABOVE LEVEL OF STATE
STREET. WESTSIDE OF CANAL
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
NEW BRIDGE BUILT BUT OLD BRIDGE WEST SIDE STILL REMAINS AS DESCRIBED
DIRECTLY BELOW NEW BRIDGE.
|
2018-05-11 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1299 ***********************************************************************
MB1299 DESIGNATION - D 179
MB1299 PID - MB1299
MB1299 STATE/COUNTY- OH/SUMMIT
MB1299
MB1299 HORZ DATUM - NAD 83(1986)
MB1299 VERT DATUM - NAVD 88
MB1299
MB1299 POSITION - 41 01 41. (N) 081 35 14. (W) SCALED
MB1299 83 minus 27 - +00. -01. SCALED
MB1299
MB1299 HEIGHT - 297.218 (meters) 975.12 (feet) ADJUST
MB1299 88 minus 29 -0.20 ADJ UNCHK
MB1299 ***********************************************************************
MB1299
MB1299 GEOID HEIGHT- -33.52 GEOID90
MB1299 MODELED GRAV- 980,172.2 NAVD88
MB1299
MB1299
MB1299 VERT ORDER - FIRST CLASS 2
MB1299
MB1299
MB1299.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1299.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1299.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1299
MB1299
MB1299
MB1299
MB1299_STATION MARK IS A BENCH MARK DISK
MB1299_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1299_THE MARK IS STAMPED: D 179 1954
MB1299
MB1299 HISTORY - Year Condition Recov. By
MB1299 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1299 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1299 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1299
MB1299 STATION DESCRIPTION
MB1299
MB1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1299'AT BARBERTON, ABOUT 1.5 MILES NORTH ALONG THE BALTIMORE AND OHIO
MB1299'RAILROAD FROM THE STATION, AT THE CROSSING OF EAST STATE STREET,
MB1299'IN THE TOP OF THE EAST EDGE OF THE NORTH END OF THE EAST WING
MB1299'WALL OF NORTH CONCRETE ABUTMENT OF EAST STATE STREET BRIDGE OVER
MB1299'OHIO CANAL, 48 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 10 FEET
MB1299'EAST OF EAST CURB LINE OF EAST STATE STREET, 1 1/2 FEET SOUTH OF
MB1299'NORTH END OF WING WALL, AND ABOUT 1 FOOT ABOVE LEVEL OF STATE
MB1299'STREET.
MB1299
MB1299 STATION RECOVERY (1983)
MB1299
MB1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1299'NEW BRIDGE BUILT BUT OLD BRIDGE WEST SIDE STILL REMAINS AS DESCRIBED
MB1299'DIRECTLY BELOOW NEW BRIDGE.
|
|
|
|
|
|
|
|
|
|
|
|
2220240.0
|
497280.0
|
0101000020960E0000D568E64395F040412D6511095C5A1E41
|
true
|
2011-11-28 04:05:00 -0500
|
false
|
41.02805555555555555556
|
-81.58722222222222222222
|
-81.5872222222222
|
41.0280555555554
|
2220330.53046904
|
497303.00885542
|
676758.099203162
|
151578.260255635
|
794
|
794
|
D 301
|
MB1410
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2011 GOOD SCE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
39.0
|
N
|
81
|
33
|
1.0
|
W
|
SCALED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
302.321
|
991.86
|
ADJUST
|
|
|
|
|
|
|
|
980174.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, SET VERTICALLY IN THE NORTH CONCRETE PILLAR OF THE WEST
END OF THE EXPRESSWAY OVER MANCHESTER ROAD, AT THE JUNCTION OF
RUSSELL STREET AND MANCHESTER ROAD, 75.0 FEET SOUTH OF THE CENTERLINE
OF RUSSELL STREET, 7.4 FEET WEST OF THE WEST CURB OF MANCHESTER ROAD
AND 2.3 FEET ABOVE THE SIDEWALK.
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1410 ***********************************************************************
MB1410 DESIGNATION - D 301
MB1410 PID - MB1410
MB1410 STATE/COUNTY- OH/SUMMIT
MB1410
MB1410 HORZ DATUM - NAD 83(1986)
MB1410 VERT DATUM - NAVD 88
MB1410
MB1410 POSITION - 41 03 39. (N) 081 33 01. (W) SCALED
MB1410 83 minus 27 - +00. -01. SCALED
MB1410
MB1410 HEIGHT - 302.321 (meters) 991.86 (feet) ADJUST
MB1410 88 minus 29 -0.20 ADJ UNCHK
MB1410 ***********************************************************************
MB1410
MB1410 GEOID HEIGHT- -33.59 GEOID90
MB1410 MODELED GRAV- 980,174.6 NAVD88
MB1410
MB1410
MB1410 VERT ORDER - FIRST CLASS 2
MB1410
MB1410
MB1410.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1410.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1410.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1410
MB1410
MB1410
MB1410
MB1410_STATION MARK IS A BENCH MARK DISK
MB1410_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1410_THE MARK IS STAMPED: D 301 1963
MB1410
MB1410 HISTORY - Year Condition Recov. By
MB1410 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1410
MB1410 STATION DESCRIPTION
MB1410
MB1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1410'AT AKRON, SET VERTICALLY IN THE NORTH CONCRETE PILLAR OF THE WEST
MB1410'END OF THE EXPRESSWAY OVER MANCHESTER ROAD, AT THE JUNCTION OF
MB1410'SOUTH STREET AND MANCHESTER ROAD, 75.0 FEET SOUTH OF THE CENTERLINE
MB1410'OF SOUTH STREET, 7.4 FEET WEST OF THE WEST CURB OF MANCHESTER ROAD
MB1410'AND 2.3 FEET ABOVE THE SIDEWALK.
|
|
|
|
|
|
|
|
|
|
|
|
2230393.0
|
509352.9375
|
0101000020960E0000BA7BA96F3C044141DCA77842A4161F41
|
true
|
2011-11-28 04:16:00 -0500
|
false
|
41.06083333333333333333
|
-81.55027777777777777778
|
-81.5502777777778
|
41.0608333333332
|
2230392.87235972
|
509353.06491339
|
679825.107145457
|
155251.124687835
|
795
|
795
|
D 302
|
MB1329
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONC
|
D 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1984 GOOD LOCAL SURVEYORHISTORY - 2004 GOOD COSE CREWHISTORY - 2012 GOOD COSE CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
7
|
41.0
|
N
|
81
|
31
|
30.0
|
W
|
SCALED
|
-33.71
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
279.806
|
918.0
|
ADJUST
|
|
|
|
|
|
|
|
980181.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, NEAR THE JUNCTION OF SACKETT AVENUE AND CUYAHOGA STREET,
ABOUT 0.9 MILE WEST ALONG SACKETT AVENUE FROM THE INTERSECTION OF
NORTH MAIN STREET, 50 FEET NORTHEAST OF THE CENTER OF THE
JUNCTION, 30 FEET NORTH OF THE CENTER LINE OF SACKETT AVENUE,
40 FEET EAST OF THE CENTER LINE OF CUYAHOGA STREET,
82 FEET NORTHWEST OF A FIRE HYDRANT,ABOUT LEVEL WITH THE STREET
AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 0.3 FOOT. 7 FEET EAST OF A POWERPOLE WITH NO NUMBER.
GOOD FOR GPS.
RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
AT AKRON NEAR THE JUNCTION OF SACKETT AVE. AND CUYAHOGA STREET,
ABOUT
0.9 MILES WEST ALONG SACKETT AVE. FROM THE INTERSECTION OF NORTH
MAIN
STREET, 50 FEET NORTHEAST OF THE CENTER OF THE JUNCTION APPROXIMATELY
30 FEET NORTH OF THE PAVE OF SACKETT AVE. 40 FEET EAST OF THE
CENTERLINE OF CUYAHOGA STREET, 7 FEET EAST OF A POWER POLE
APPROX. 92 FEET WEST OF A FIRE HYDRANT, ABOUT 1.5 FEET HIGHER THAN
THE JUNCTION OF THE TWO ROADS AND SET IN ETC.
|
2018-06-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1329 ***********************************************************************
MB1329 DESIGNATION - D 302
MB1329 PID - MB1329
MB1329 STATE/COUNTY- OH/SUMMIT
MB1329
MB1329 HORZ DATUM - NAD 83(1986)
MB1329 VERT DATUM - NAVD 88
MB1329
MB1329 POSITION - 41 07 41. (N) 081 31 30. (W) SCALED
MB1329 83 minus 27 - +00. -01. SCALED
MB1329
MB1329 HEIGHT - 279.806 (meters) 918.00 (feet) ADJUST
MB1329 88 minus 29 -0.20 ADJ UNCHK
MB1329 ***********************************************************************
MB1329
MB1329 GEOID HEIGHT- -33.71 GEOID90
MB1329 MODELED GRAV- 980,181.7 NAVD88
MB1329
MB1329
MB1329 VERT ORDER - FIRST CLASS 2
MB1329
MB1329
MB1329.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1329.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1329.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1329
MB1329
MB1329
MB1329
MB1329_STATION MARK IS A BENCH MARK DISK
MB1329_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1329_THE MARK IS STAMPED: D 302 1964
MB1329
MB1329 HISTORY - Year Condition Recov. By
MB1329 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1329 HISTORY - 1984 GOOD LOCAL SURVEYOR
MB1329
MB1329 STATION DESCRIPTION
MB1329
MB1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1329'AT AKRON, NEAR THE JUNCTION OF SACKETT AVENUE AND CUYAHOGA STREET,
MB1329'ABOUT 0.9 MILE WEST ALONG SACKETT AVENUE FROM THE INTERSECTION OF
MB1329'NORTH MAIN STREET, 50 FEET NORTHEAST OF THE CENTER OF THE
MB1329'JUNCTION, 30 FEET NORTH OF THE CENTER LINE OF SACKETT AVENUE,
MB1329'40 FEET EAST OF THE CENTER LINE OF CUYAHOGA STREET, 2 1/2 FEET
MB1329'WEST OF A POWER POLE 39303, 78 FEET WEST OF A FIRE HYDRANT,
MB1329'ABOUT LEVEL WITH THE STREET AND SET IN THE TOP OF A CONCRETE POST
MB1329'PROJECTING 0.3 FOOT.
MB1329
MB1329 STATION RECOVERY (1984)
MB1329
MB1329'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
MB1329'AT AKRON NEAR THE JUNCTION OF SACKETT AVE. AND CUYAHOGA STREET, ABOUT
MB1329'0.9 MILES WEST ALONG SACKETT AVE. FROM THE INTERSECTION OF NORTH MAIN
MB1329'STREET, 50 FEET NORTHEAST OF THE CENTER OF THE JUNCTION APPROXIMATELY
MB1329'30 FEET NORTH OF THE PAVE OF SACKETT AVE. 40 FEET EAST OF THE
MB1329'CENTERLINE OF CUYAHOGA STREET, 7 FEET EAST OF A POWER POLE 115196,
MB1329'APPROX. 92 FEET WEST OF A FIRE HYDRANT, ABOUT 1.5 FEET HIGHER THAN
MB1329'THE JUNCTION OF THE TWO ROADS AND SET IN ETC.
|
|
|
|
|
|
|
|
|
|
|
|
2237089.0
|
533919.75
|
0101000020960E0000BC8A14AA50114141DAADDC7A3F4B2041
|
true
|
2012-08-28 10:33:00 -0400
|
false
|
41.12805555555555555556
|
-81.525
|
-81.525
|
41.1280555555554
|
2237089.32875189
|
533919.739964898
|
681866.191135958
|
162739.062219408
|
796
|
796
|
D 303
|
MB1212
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1980 GOOD LOCAL SURVEYORHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
3
|
57.0
|
N
|
81
|
26
|
23.0
|
W
|
SCALED
|
-33.61
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
325.242
|
1067.06
|
ADJUST
|
|
|
|
|
|
|
|
980171.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF DARROW ROAD AND GILCHRIST
ROAD, 195 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION,
10.5 FEET EAST OF THE EAST CURB OF DARROW ROAD, SET IN THE TOP
AT THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE OVER
EAST EXPRESSWAY, LITTLE CUYAHOGA RIVER AND THE AKRON CANTON
AND YOUNGSTOWN RAILROAD AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
THE ROAD.
RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
RECOVERED AS DESCRIBED.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2012-04-30 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1212 ***********************************************************************
MB1212 DESIGNATION - D 303
MB1212 PID - MB1212
MB1212 STATE/COUNTY- OH/SUMMIT
MB1212
MB1212 HORZ DATUM - NAD 83(1986)
MB1212 VERT DATUM - NAVD 88
MB1212
MB1212 POSITION - 41 03 57. (N) 081 26 23. (W) SCALED
MB1212 83 minus 27 - +00. -01. SCALED
MB1212
MB1212 HEIGHT - 325.242 (meters) 1067.06 (feet) ADJUST
MB1212 88 minus 29 -0.19 ADJ UNCHK
MB1212 ***********************************************************************
MB1212
MB1212 GEOID HEIGHT- -33.61 GEOID90
MB1212 MODELED GRAV- 980,171.0 NAVD88
MB1212
MB1212
MB1212 VERT ORDER - FIRST CLASS 2
MB1212
MB1212
MB1212.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1212.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1212.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1212
MB1212
MB1212
MB1212
MB1212_STATION MARK IS A BENCH MARK DISK
MB1212_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1212_THE MARK IS STAMPED: D 303 1964
MB1212
MB1212 HISTORY - Year Condition Recov. By
MB1212 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1212 HISTORY - 1980 GOOD LOCAL SURVEYOR
MB1212 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1212
MB1212 STATION DESCRIPTION
MB1212
MB1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1212'AT AKRON, NEAR THE INTERSECTION OF DARROW ROAD AND GILCHRIST
MB1212'ROAD, 195 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION,
MB1212'10.5 FEET EAST OF THE EAST CURB OF DARROW ROAD, SET IN THE TOP
MB1212'AT THE EAST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE OVER
MB1212'EAST EXPRESSWAY, LITTLE CUYAHOGA RIVER AND THE AKRON CANTON
MB1212'AND YOUNGSTOWN RAILROAD AND IS ABOUT 1 FOOT ABOVE THE LEVEL OF
MB1212'THE ROAD.
MB1212
MB1212 STATION RECOVERY (1980)
MB1212
MB1212'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
MB1212'RECOVERED AS DESCRIBED.
MB1212
MB1212 STATION RECOVERY (1989)
MB1212
MB1212'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1212'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2260856.5
|
511526.15625
|
0101000020960E00007EBA8DE7BB3F41410DCF3E8F97381F41
|
true
|
2012-05-01 10:36:00 -0400
|
false
|
41.06583333333333333333
|
-81.43972222222222222222
|
-81.4397222222222
|
41.0658333333332
|
2260855.80901271
|
511525.889888034
|
689110.228807532
|
155913.403064663
|
797
|
797
|
D S CO
|
MB1346
|
OH
|
Summit
|
|
|
|
Disk
|
D
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1963 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 NOT RECOVERED COSE 2015 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
5
|
32.0
|
N
|
81
|
35
|
25.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
297.816
|
977.09
|
ADJUST
|
|
|
|
|
|
|
|
980177.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
AT AKRON, ALONG WHITE POND DRIVE, ABOUT 0.6 MILE NORTH OF THE
JUNCTION OF WHITE POND DRIVE AND STATE HIGHWAY 162 (COPLEY ROAD),
IN THE WESTERN PART OF THE CITY, SET ON THE TOP OF THE EAST END OF
THE SOUTH CONCRETE ABUTMENT OF A 30-FOOT LONG BRIDGE OVER PIGEON
CREEK, 20 FEET EAST OF THE CENTER LINE OF WHITE POND DRIVE AND 1
FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
THE SOUTH ABUTMENT HAS BEEN REBUILT AND THIS MONUMENT COULD
NOT BE FOUND.
|
2003-07-20 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1346 ***********************************************************************
MB1346 DESIGNATION - D S CO
MB1346 PID - MB1346
MB1346 STATE/COUNTY- OH/SUMMIT
MB1346
MB1346 HORZ DATUM - NAD 83(1986)
MB1346 VERT DATUM - NAVD 88
MB1346
MB1346 POSITION - 41 05 32. (N) 081 35 25. (W) SCALED
MB1346 83 minus 27 - +00. -01. SCALED
MB1346
MB1346 HEIGHT - 297.816 (meters) 977.09 (feet) ADJUST
MB1346 88 minus 29 -0.20 ADJ UNCHK
MB1346 ***********************************************************************
MB1346
MB1346 GEOID HEIGHT- -33.63 GEOID90
MB1346 MODELED GRAV- 980,177.6 NAVD88
MB1346
MB1346
MB1346 VERT ORDER - FIRST CLASS 2
MB1346
MB1346
MB1346.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1346.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1346.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1346
MB1346
MB1346
MB1346
MB1346_STATION MARK IS A SURVEY DISK
MB1346_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1346_THE MARK IS STAMPED: D
MB1346
MB1346 HISTORY - Year Condition Recov. By
MB1346 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1346 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1346 HISTORY - 2000 NOT RECOVERED COSE
MB1346
MB1346 STATION DESCRIPTION
MB1346
MB1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
MB1346'AT AKRON, ALONG WHITE POND DRIVE, ABOUT 0.6 MILE NORTH OF THE
MB1346'JUNCTION OF WHITE POND DRIVE AND STATE HIGHWAY 162 (COPLEY ROAD),
MB1346'IN THE WESTERN PART OF THE CITY, SET ON THE TOP OF THE EAST END OF
MB1346'THE SOUTH CONCRETE ABUTMENT OF A 30-FOOT LONG BRIDGE OVER PIGEON
MB1346'CREEK, 20 FEET EAST OF THE CENTER LINE OF WHITE POND DRIVE AND 1
MB1346'FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
|
|
|
|
|
|
|
|
|
|
|
|
2219248.0
|
520596.0
|
0101000020960E000049DFFFD975EE4041768D84587BC71F41
|
true
|
2005-03-21 06:11:00 -0500
|
false
|
41.09222222222222222222
|
-81.59027777777777777777
|
-81.5902777777778
|
41.0922222222221
|
2219243.7031211
|
520670.836443148
|
676426.833564979
|
158700.788349431
|
798
|
798
|
DAN A C
|
MB1246
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2005 GOOD SCE
HISTORY - 2013 UNABLE TO LOCATED SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
5
|
33.62773
|
N
|
81
|
29
|
47.59309
|
W
|
ADJUSTED
|
-33.65
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
158837.357
|
684299.8
|
0.99993924
|
+
|
0
|
39
|
33.2
|
|
MT
|
|
|
|
|
313.718
|
1029.26
|
ADJUST
|
|
-0.03
|
DEFLEC90
|
|
|
|
|
980177.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
SEE STATION DAN (ACS)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.4 MILE SOUTH ALONG DAN STREET FROM ITS
INTERSECTION WITH GLENWOOD AVENUE, NEAR THE JUNCTION OF VICTORIA
AVENUE AND DAN STREET, 263 FEET NORTHEAST OF THE NORTHEAST CORNER
OF THE JUVENILE COURT BUILDING, 26 FEET NORTH OF THE CENTER LINE
OF VICTORIA AVENUE, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER
OF A RESIDENCE AT 675 DAN STREET, 13 1/2 FEET NORTHEAST OF POWER
LINE POLE NO. 14196 WITH STREET LIGHT, 6.0 FEET WEST OF THE CENTER
LINE OF DAN STREET, SET IN THE TOP OF A CONCRETE POST 4 INCHES
UNDER DAN STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST
IRON COVER MARKED AKRON SURVEY 1963. NEW PAVEMENT UNABLE TO LOCATED
|
2013-07-09 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1246 ***********************************************************************
MB1246 DESIGNATION - DAN A C OF A
MB1246 PID - MB1246
MB1246 STATE/COUNTY- OH/SUMMIT
MB1246
MB1246 HORZ DATUM - NAD 83(1986)
MB1246 VERT DATUM - NAVD 88
MB1246
MB1246 POSITION - 41 05 33.62773(N) 081 29 47.59309(W) ADJUSTED
MB1246 83 minus 27 - +00.20011 -00.57316 ADJUSTED
MB1246
MB1246 HEIGHT - 313.718 (meters) 1029.26 (feet) ADJUST
MB1246 88 minus 29 -0.20 ADJ UNCHK
MB1246 ***********************************************************************
MB1246
MB1246 LAPLACE CORR- -0.03 DEFLEC90
MB1246 GEOID HEIGHT- -33.65 GEOID90
MB1246 MODELED GRAV- 980,177.9 NAVD88
MB1246
MB1246
MB1246 HORZ ORDER - SECOND
MB1246 VERT ORDER - FIRST CLASS 2
MB1246
MB1246
MB1246.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1246.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1246.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1246.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1246
MB1246; North East Scale Converg.
MB1246;SPC OH N - 158,837.357 684,299.800 0.99993924 +0 39 33.2 MT
MB1246;UTM 17 - 4,549,163.655 458,297.555 0.99962140 -0 19 35.0 MT
MB1246
MB1246
MB1246
MB1246_STATION MARK IS A SURVEY DISK
MB1246_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1246_THE MARK IS STAMPED: DAN A
MB1246
MB1246 HISTORY - Year Condition Recov. By
MB1246 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1246 HISTORY - 1963 CITY OF AKRON OHIO
MB1246 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1246
MB1246 STATION DESCRIPTION
MB1246
MB1246'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1246'SEE STATION DAN (ACS)
MB1246'
MB1246
MB1246 STATION RECOVERY (1964)
MB1246
MB1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1246'AT AKRON, ABOUT 0.4 MILE SOUTH ALONG DAN STREET FROM ITS
MB1246'INTERSECTION WITH GLENWOOD AVENUE, NEAR THE JUNCTION OF VICTORIA
MB1246'AVENUE AND DAN STREET, 263 FEET NORTHEAST OF THE NORTHEAST CORNER
MB1246'OF THE JUVENILE COURT BUILDING, 26 FEET NORTH OF THE CENTER LINE
MB1246'OF VICTORIA AVENUE, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER
MB1246'OF A RESIDENCE AT 675 DAN STREET, 13 1/2 FEET NORTHEAST OF POWER
MB1246'LINE POLE NO. 14196 WITH STREET LIGHT, 6.0 FEET WEST OF THE CENTER
MB1246'LINE OF DAN STREET, SET IN THE TOP OF A CONCRETE POST 4 INCHES
MB1246'UNDER DAN STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST
MB1246'IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2245074.25
|
521118.875
|
0101000020960E0000625904CCE82041410FE956957BCE1F41
|
true
|
2013-07-10 10:04:00 -0400
|
false
|
41.09267436944444444444
|
-81.49655363611111111111
|
-81.4965536361111
|
41.0926743694443
|
2245073.59388273
|
521118.895839349
|
684299.800015055
|
158837.357126531
|
800
|
800
|
DIPLOMAT A C OF A
|
MB1324
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
DIPLOMAT A
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2011 GOOD SCE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
7
|
17.0113
|
N
|
81
|
30
|
32.32388
|
W
|
ADJUSTED
|
-33.7
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
162014.29
|
683219.763
|
0.99993958
|
+
|
0
|
39
|
3.8
|
|
MT
|
|
|
|
|
306.809
|
1006.59
|
ADJUST
|
|
0.22
|
DEFLEC90
|
|
|
|
|
980179.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
DIPLOMAT (ACS) A IS ABOUT 600 FEET EAST-NORTHEAST OF THE STATION AT
THE INTERSECTION OF RIVERSIDE
DRIVE AND OAKLAND AVENUE, 25.4 FEET NORTHWEST OF A RIVERSIDE
DRIVE-OAKLAND AVENUE STREET SIGN,
39.8 FEET SOUTH OF THE NORTH CURB OF RIVERSIDE DRIVE, 57.7 FEET
SOUTHEAST OF A POWER POLE AND 59.4
FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE
AT 1694 RIVERSIDE DRIVE. IT IS A CITY OF AKRON DISK
STAMPED DIPLOMAT A SET IN THE TOP
OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A
3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, AT THE JUNCTION OF RIVERSIDE DRIVE AND OAKLAND AVENUE,
IN THE STREET NEAR THE CENTER OF THE JUNCTION, 59.4 FEET
NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO. 1694 ALONG
RIVERSIDE DRIVE, 39.8 FEET SOUTH OF THE NORTH CURB OF RIVERSIDE
DRIVE, 58.9 FEET SOUTHEAST POWER POLE SUPPORTING A STREET LIGHT,
27.8 FEET WEST-NORTHWEST OF RIVERSIDE DRIVE AND OAKLAND AVENUE
STREET SIGN AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES
BELOW THE SURFACE OF THE STREET ACCESS WHICH IS HAD THROUGH A
9-INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE BY SUMMIT COUNTY ENGINEER 2011
AT AKRON, AT THE JUNCTION OF RIVERSIDE DRIVE AND OAKLAND AVENUE,
IN THE STREET NEAR THE CENTER OF THE JUNCTION, 59.4 FEET
NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO. 1694 ALONG
RIVERSIDE DRIVE 40 FEET SOUTH OF THE NORTH CURB OF RIVERSIDE
DRIVE, 58.2 FEET SOUTHEAST OF A POWER POLE SUPPORTING A STREET LIGHT,
27.8 FEET WEST-NORTHWEST OF RIVERSIDE DRIVE AND OAKLAND AVENUE
STREET SIGN AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES
BELOW THE SURFACE OF THE STREET ACCESS WHICH IS HAD THROUGH A
9-INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
2018-09-19 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1324 ***********************************************************************
MB1324 DESIGNATION - DIPLOMAT A C OF A
MB1324 PID - MB1324
MB1324 STATE/COUNTY- OH/SUMMIT
MB1324
MB1324 HORZ DATUM - NAD 83(1986)
MB1324 VERT DATUM - NAVD 88
MB1324
MB1324 POSITION - 41 07 17.01130(N) 081 30 32.32388(W) ADJUSTED
MB1324 83 minus 27 - +00.19891 -00.56750 ADJUSTED
MB1324
MB1324 HEIGHT - 306.809 (meters) 1006.59 (feet) ADJUST
MB1324 88 minus 29 -0.20 ADJ UNCHK
MB1324 ***********************************************************************
MB1324
MB1324 LAPLACE CORR- 0.22 DEFLEC90
MB1324 GEOID HEIGHT- -33.70 GEOID90
MB1324 MODELED GRAV- 980,179.8 NAVD88
MB1324
MB1324
MB1324 HORZ ORDER - SECOND
MB1324 VERT ORDER - FIRST CLASS 2
MB1324
MB1324
MB1324.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1324.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1324.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1324.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1324
MB1324; North East Scale Converg.
MB1324;SPC OH N - 162,014.290 683,219.763 0.99993958 +0 39 03.8 MT
MB1324;UTM 17 - 4,552,357.683 457,272.655 0.99962247 -0 20 05.1 MT
MB1324
MB1324
MB1324
MB1324_STATION MARK IS A SURVEY DISK
MB1324_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1324_THE MARK IS STAMPED: DIPLOMAT A
MB1324
MB1324 HISTORY - Year Condition Recov. By
MB1324 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1324 HISTORY - 1963 CITY OF AKRON OHIO
MB1324 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1324
MB1324 STATION DESCRIPTION
MB1324
MB1324'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1324'DIPLOMAT (ACS) A IS ABOUT 600 FEET EAST-NORTHEAST OF THE STATION AT
MB1324'THE INTERSECTION OF RIVERSIDE
MB1324'DRIVE AND OAKLAND AVENUE, 25.4 FEET NORTHWEST OF A RIVERSIDE
MB1324'DRIVE-OAKLAND AVENUE STREET SIGN,
MB1324'39.8 FEET SOUTH OF THE NORTH CURB OF RIVERSIDE DRIVE, 57.7 FEET
MB1324'SOUTHEAST OF A POWER POLE AND 59.4
MB1324'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE
MB1324'AT 1694 RIVERSIDE DRIVE. IT IS A CITY OF AKRON DISK
MB1324'STAMPED DIPLOMAT A SET IN THE TOP
MB1324'OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A
MB1324'3 FOOT SQUARE OF CONCRETE AND
MB1324'COVERED WITH A 9 INCH IRON COVER.
MB1324'
MB1324
MB1324 STATION RECOVERY (1964)
MB1324
MB1324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1324'AT AKRON, AT THE JUNCTION OF RIVERSIDE DRIVE AND OAKLAND AVENUE,
MB1324'IN THE STREET NEAR THE CENTER OF THE JUNCTION, 59.4 FEET
MB1324'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NO. 1694 ALONG
MB1324'RIVERSIDE DRIVE, 39.8 FEET SOUTH OF THE NORTH CURB OF RIVERSIDE
MB1324'DRIVE, 58.9 FEET SOUTHEAST POWER POLE SUPPORTING A STREET LIGHT,
MB1324'27.8 FEET WEST-NORTHWEST OF RIVERSIDE DRIVE AND OAKLAND AVENUE
MB1324'STREET SIGN AND SET IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES
MB1324'BELOW THE SURFACE OF THE STREET ACCESS WHICH IS HAD THROUGH A
MB1324'9-INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2241530.0
|
531541.625
|
0101000020960E000078C5DF15FD194141263C18C4AB382041
|
true
|
2011-11-28 04:25:00 -0500
|
false
|
41.12139202777777777778
|
-81.50897885555555555556
|
-81.5089788555555
|
41.1213920277776
|
2241530.17089146
|
531541.882997398
|
683219.762527242
|
162014.28996617
|
801
|
801
|
DIPLOMAT B C OF A
|
MB1325
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
DIPLOMAT B
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2011 GOOD SCE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
7
|
13.0372
|
N
|
81
|
30
|
36.41145
|
W
|
ADJUSTED
|
-33.7
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161890.626
|
683125.811
|
0.99993956
|
+
|
0
|
39
|
1.1
|
|
MT
|
|
|
|
|
308.851
|
1013.29
|
ADJUST
|
|
0.2
|
DEFLEC90
|
|
|
|
|
980179.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
DIPLOMAT B IS ABOUT 350 FEET SOUTHEAST OF THE STATION ABOUT 46 PACES
NORTH OF THE INTERSECTION OF
NORTH MAIN STREET AND BANNOCK STREET, 18 FEET SOUTHEAST OF A BRIDGE
ABUTMENT, 2 FEET WEST OF THE WEST
CURB OF NORTH MAIN STREET, 2.2 FEET EAST OF THE EAST
EDGE OF A SIDEWALK, 16 FEET WEST OF THE CENTERLINE
OF THE SOUTH BOUND LANE OF NORTH
MAIN STREET AND 26.7 FEET SOUTH OF A STREET LIGHT POLE. IT IS A CITY
OF AKRON DISK STAMPED DIPLOMAT B
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, 141 FEET NORTH-NORTHWEST ALONG NORTH MAIN STREET FROM
THE CENTER OF THE JUNCTION OF BANNOCK STREET, 18.2 FEET SOUTHEAST
OF THE SOUTHEAST CORNER OF THE CONCRETE ABUTMENT OF NORTH
HOWARD STREET OVERPASS, 2.2 FEET EAST OF THE EAST EDGE OF
SIDEWALK ALONG THE WEST SIDE OF STREET, 1.8 FEET WEST OF THE WEST
CURB OF NORTH MAIN STREET, ABOUT 350 FEET SOUTHEAST OF THE
DIPLOMAT APARTMENT BUILDING AT 1350 NORTH HOWARD STREET, 26 1/2
FEET SOUTH OF A STREET LAMP POST, ABOUT LEVEL WITH THE STREET
AND SET IN THE TOP OF A CONCRETE POST ABOUT 4-INCHES BELOW THE
LEVEL OF THE GROUND ACCESS WHICH IS HAD THROUGH A 9-INCH CAST
IRON COVER MARKED AKRON SURVEY 1963.
|
2019-07-11 00:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1325 ***********************************************************************
MB1325 DESIGNATION - DIPLOMAT B C OF A
MB1325 PID - MB1325
MB1325 STATE/COUNTY- OH/SUMMIT
MB1325
MB1325 HORZ DATUM - NAD 83(1986)
MB1325 VERT DATUM - NAVD 88
MB1325
MB1325 POSITION - 41 07 13.03720(N) 081 30 36.41145(W) ADJUSTED
MB1325 83 minus 27 - +00.19886 -00.56756 ADJUSTED
MB1325
MB1325 HEIGHT - 308.851 (meters) 1013.29 (feet) ADJUST
MB1325 88 minus 29 -0.20 ADJ UNCHK
MB1325 ***********************************************************************
MB1325
MB1325 LAPLACE CORR- 0.20 DEFLEC90
MB1325 GEOID HEIGHT- -33.70 GEOID90
MB1325 MODELED GRAV- 980,179.7 NAVD88
MB1325
MB1325
MB1325 HORZ ORDER - SECOND
MB1325 VERT ORDER - FIRST CLASS 2
MB1325
MB1325
MB1325.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1325.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1325.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1325.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1325
MB1325; North East Scale Converg.
MB1325;SPC OH N - 161,890.626 683,125.811 0.99993956 +0 39 01.1 MT
MB1325;UTM 17 - 4,552,235.692 457,176.620 0.99962257 -0 20 07.7 MT
MB1325
MB1325
MB1325
MB1325_STATION MARK IS A SURVEY DISK
MB1325_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1325_THE MARK IS STAMPED: DIPLOMAT B
MB1325
MB1325 HISTORY - Year Condition Recov. By
MB1325 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1325 HISTORY - 1963 CITY OF AKRON OHIO
MB1325 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1325
MB1325 STATION DESCRIPTION
MB1325
MB1325'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1325'DIPLOMAT B IS ABOUT 350 FEET SOUTHEAST OF THE STATION ABOUT 46 PACES
MB1325'NORTH OF THE INTERSECTION OF
MB1325'NORTH MAIN STREET AND BANNOCK STREET, 18 FEET SOUTHEAST OF A BRIDGE
MB1325'ABUTMENT, 2 FEET WEST OF THE WEST
MB1325'CURB OF NORTH MAIN STREET, 2.2 FEET EAST OF THE EAST
MB1325'EDGE OF A SIDEWALK, 16 FEET WEST OF THE CENTERLINE
MB1325'OF THE SOUTH BOUND LANE OF NORTH
MB1325'MAIN STREET AND 26.7 FEET SOUTH OF A STREET LIGHT POLE. IT IS A CITY
MB1325'OF AKRON DISK STAMPED DIPLOMAT B
MB1325'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB1325'THE SURFACE OF A 3 FOOT SQUARE OF
MB1325'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1325'
MB1325
MB1325 STATION RECOVERY (1964)
MB1325
MB1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1325'AT AKRON, 141 FEET NORTH-NORTHWEST ALONG NORTH MAIN STREET FROM
MB1325'THE CENTER OF THE JUNCTION OF BANNOCK STREET, 18.2 FEET SOUTHEAST
MB1325'OF THE SOUTHEAST CORNER OF THE CONCRETE ABUTMENT OF NORTH
MB1325'HOWARD STREET OVERPASS, 2.2 FEET EAST OF THE EAST EDGE OF
MB1325'SIDEWALK ALONG THE WEST SIDE OF STREET, 1.8 FEET WEST OF THE WEST
MB1325'CURB OF NORTH MAIN STREET, ABOUT 350 FEET SOUTHEAST OF THE
MB1325'DIPLOMAT APARTMENT BUILDING AT 1350 NORTH HOWARD STREET, 26 1/2
MB1325'FEET SOUTH OF A STREET LAMP POST, ABOUT LEVEL WITH THE STREET
MB1325'AND SET IN THE TOP OF A CONCRETE POST ABOUT 4-INCHES BELOW THE
MB1325'LEVEL OF THE GROUND ACCESS WHICH IS HAD THROUGH A 9-INCH CAST
MB1325'IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2241221.25
|
531136.4375
|
0101000020960E00004BAC4EF762194141A8E5625280352041
|
false
|
2011-11-28 04:33:00 -0500
|
false
|
41.12028811111111111111
|
-81.51011429166666666667
|
-81.5101142916667
|
41.120288111111
|
2241221.93208841
|
531136.160910775
|
683125.811152169
|
161890.62562684
|
804
|
804
|
DUCKIE
|
MB1080
|
OH
|
Summit
|
|
USCGS
|
1933-12-31 19:00:00 -0500
|
DISK
|
DUCKIE 1934
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1938 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE
HISTORY - 2000 SEE DUCKIE RESET COSE
|
NAD 83(1986)
|
|
false
|
41
|
16
|
50.0
|
N
|
81
|
28
|
59.0
|
W
|
SCALED
|
-33.98
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
311.128
|
1020.76
|
ADJUST
|
|
|
|
|
|
|
|
980183.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1934
2.5 MILES SOUTH OF STATION BY RAIL ON THE COLUMBUS TO CLEVELAND
DIVISION OF THE PENNSYLVANIA RAILROAD. AT HINES CROSSING. ON
THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT ON A CINDER
ROAD. 36 YARDS EAST OF THE EAST SIDE OF ROAD CROSSING. 10.2
FEET SOUTH OF CENTER OF HIGHWAY. 1.5 FEET EAST OF THE NORTHWEST
CORNER OF CULVERT. 1.0 FEET ABOVE THE CROWN OF ROAD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
RECOVERED AS DESCRIBED.
DUCKIE WAS RESET IN 1938. SEE DUCKIE RESET.
|
1999-12-31 19:00:00 -0500
|
SCE
|
Destroyed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1080 ***********************************************************************
MB1080 DESIGNATION - DUCKIE
MB1080 PID - MB1080
MB1080 STATE/COUNTY- OH/SUMMIT
MB1080
MB1080 HORZ DATUM - NAD 83(1986)
MB1080 VERT DATUM - NAVD 88
MB1080
MB1080 POSITION - 41 16 50. (N) 081 28 59. (W) SCALED
MB1080 83 minus 27 - +00. -01. SCALED
MB1080
MB1080 HEIGHT - 311.128 (meters) 1020.76 (feet) ADJUST
MB1080 88 minus 29 -0.18 SCALED
MB1080 ***********************************************************************
MB1080
MB1080 GEOID HEIGHT- -33.98 GEOID90
MB1080 MODELED GRAV- 980,183.7 NAVD88
MB1080
MB1080
MB1080 VERT ORDER - FIRST CLASS 2
MB1080
MB1080
MB1080.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1080.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1080.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1080
MB1080
MB1080
MB1080
MB1080_STATION MARK IS A BENCH MARK DISK
MB1080_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1080_THE MARK IS STAMPED: DUCKIE 1934
MB1080
MB1080 HISTORY - Year Condition Recov. By
MB1080 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1080 HISTORY - 1938 GOOD NATIONAL GEODETIC SURVEY
MB1080 HISTORY - 2000 NOT RECOVERED COSE
MB1080 HISTORY - 2000 SEE DUCKIE RESET COSE
MB1080
MB1080 STATION DESCRIPTION
MB1080
MB1080'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
MB1080'2.5 MILES SOUTH OF STATION BY RAIL ON THE COLUMBUS TO CLEVELAND
MB1080'DIVISION OF THE PENNSYLVANIA RAILROAD. AT HINES CROSSING. ON
MB1080'THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT ON A CINDER
MB1080'ROAD. 36 YARDS EAST OF THE EAST SIDE OF ROAD CROSSING. 10.2
MB1080'FEET SOUTH OF CENTER OF HIGHWAY. 1.5 FEET EAST OF THE NORTHWEST
MB1080'CORNER OF CULVERT. 1.0 FEET ABOVE THE CROWN OF ROAD.
MB1080
MB1080 STATION RECOVERY (1938)
MB1080
MB1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
MB1080'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2247995.75
|
589610.0
|
0101000020960E0000CE49BAD49D264141EE9E4EEC53FE2141
|
false
|
2005-03-23 04:55:00 -0500
|
false
|
41.28055555555555555556
|
-81.48305555555555555556
|
-81.4830555555556
|
41.2805555555554
|
2247995.66193507
|
589609.961537329
|
685190.448138705
|
179713.475703514
|
805
|
805
|
DUCKIE RESET
|
MB1081
|
OH
|
Summit
|
|
USCGS
|
1937-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
DUCKIE RESET 1938
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1938 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1952 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1990 GOOD WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
50.95329
|
N
|
81
|
28
|
59.39858
|
W
|
ADJUSTED
|
-33.98
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN DECEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
179742.773
|
685180.831
|
0.99994604
|
+
|
0
|
40
|
4.8
|
|
MT
|
|
|
|
|
310.836
|
1019.8
|
ADJUST
|
|
1.59
|
DEFLEC90
|
|
|
|
|
980183.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
2.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
STATION AT MACEDONIA, SUMMIT COUNTY, AT TWINSBURG ROAD CROSSING,
112 FEET EAST OF THE EAST RAIL, AT A CONCRETE BOX CULVERT UNDER
THE ROAD, IN THE TOP OF THE SOUTHEAST WINGWALL, 21 FEET SOUTH
OF THE CENTERLINE OF THE ROAD, AND 8 FEET LOWER THAN THE
TRACK. A STANDARD DISK, STAMPED DUCKIE RESET 1938.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. IN MACEDONIA,
0.5 KM (0.3 MI) WEST ALONG TWINSBURG ROAD FROM THE INTERSECTION OF
COUNTY ROUTE 25 (VALLEY VIEW ROAD) TO THE MARK ON THE LEFT, IN TOP OF
THE SOUTHEAST WINGWALL OF A CONCRETE CULVERT UNDER THE ROAD,
6.70 METERS (22.0 FT) SOUTH OF THE CENTER OF THE ROAD, 31.70 METERS
(104.0 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 2.13 METERS
(7.0 FT) NORTH OF A CHAIN LINK FENCE.
THE STATION IS 1.52 METERS BELOW THE HEIGHT OF ROAD .
THE STATION IS 0.60 METERS W FROM A WITNESS POST
RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT )
RECOVERED AS DESCRIBED.
|
2022-01-12 00:00:00 -0500
|
SCE
|
Good
|
Yes
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1081 ***********************************************************************
MB1081 DESIGNATION - DUCKIE RESET
MB1081 PID - MB1081
MB1081 STATE/COUNTY- OH/SUMMIT
MB1081
MB1081 HORZ DATUM - NAD 83(1986)
MB1081 VERT DATUM - NAVD 88
MB1081
MB1081 POSITION - 41 16 50.95329(N) 081 28 59.39858(W) ADJUSTED
MB1081 83 minus 27 - +00.20054 -00.58876 NADCON
MB1081
MB1081 HEIGHT - 310.836 (meters) 1019.80 (feet) ADJUST
MB1081 88 minus 29 -0.210 ADJUSTED
MB1081 ***********************************************************************
MB1081
MB1081 LAPLACE CORR- 1.59 DEFLEC90
MB1081 GEOID HEIGHT- -33.98 GEOID90
MB1081 MODELED GRAV- 980,183.7 NAVD88
MB1081
MB1081
MB1081 HORZ ORDER - FIRST
MB1081 VERT ORDER - FIRST CLASS 2
MB1081
MB1081
MB1081.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1081.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN DECEMBER 1991
MB1081.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1081.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1081
MB1081; North East Scale Converg.
MB1081;SPC OH N - 179,742.773 685,180.831 0.99994604 +0 40 04.8 MT
MB1081;UTM 17 - 4,570,044.106 459,537.870 0.99962015 -0 19 07.6 MT
MB1081
MB1081
MB1081
MB1081_STATION MARK IS A BENCH MARK DISK
MB1081_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1081_THE MONUMENT IS 1.52 METERS BELOW THE HEIGHT OF ROAD
MB1081_THE MARK IS STAMPED: DUCKIE RESET 1938
MB1081
MB1081 HISTORY - Year Condition Recov. By
MB1081 HISTORY - 1938 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1081 HISTORY - 1952 GOOD NATIONAL GEODETIC SURVEY
MB1081 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1081 HISTORY - 1990 GOOD WOOLPERT CONSULTANTS
MB1081 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1081
MB1081 STATION DESCRIPTION
MB1081
MB1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
MB1081'2.6 MILES SOUTHEAST ALONG THE PENNSYLVANIA RAILROAD FROM THE
MB1081'STATION AT MACEDONIA, SUMMIT COUNTY, AT TWINSBURG ROAD CROSSING,
MB1081'112 FEET EAST OF THE EAST RAIL, AT A CONCRETE BOX CULVERT UNDER
MB1081'THE ROAD, IN THE TOP OF THE SOUTHEAST WINGWALL, 21 FEET SOUTH
MB1081'OF THE CENTERLINE OF THE ROAD, AND 8 FEET LOWER THAN THE
MB1081'TRACK. A STANDARD DISK, STAMPED DUCKIE RESET 1938.
MB1081
MB1081 STATION RECOVERY (1983)
MB1081
MB1081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1081'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS. IN MACEDONIA,
MB1081'0.5 KM (0.3 MI) WEST ALONG TWINSBURG ROAD FROM THE INTERSECTION OF
MB1081'COUNTY ROUTE 25 (VALLEY VIEW ROAD) TO THE MARK ON THE LEFT, IN TOP OF
MB1081'THE SOUTHEAST WINGWALL OF A CONCRETE CULVERT UNDER THE ROAD,
MB1081'6.70 METERS (22.0 FT) SOUTH OF THE CENTER OF THE ROAD, 31.70 METERS
MB1081'(104.0 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 2.13 METERS
MB1081'(7.0 FT) NORTH OF A CHAIN LINK FENCE.
MB1081'THE STATION IS 1.52 METERS BELOW THE HEIGHT OF ROAD .
MB1081'THE STATION IS 0.60 METERS W FROM A WITNESS POST
MB1081
MB1081 STATION RECOVERY (1990)
MB1081
MB1081'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1990 (DT )
MB1081'RECOVERED AS DESCRIBED.
MB1081'
|
|
|
|
|
|
|
|
|
|
|
|
2247963.25
|
589705.5625
|
0101000020960E0000CE2DFC0D8E2641413BE52C2914FF2141
|
true
|
2011-01-14 08:55:00 -0500
|
false
|
41.28082035833333333334
|
-81.48316627222222222223
|
-81.4831662722222
|
41.2808203583332
|
2247964.10925839
|
589706.08042065
|
685180.830863619
|
179742.772797743
|
806
|
806
|
E 178
|
MB1231
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1980 GOOD LOCAL SURVEYORHISTORY - 2012 GOOD SCE - 2021 GOOD SCE FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
30.0
|
N
|
81
|
27
|
46.0
|
W
|
SCALED
|
-33.57
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
319.694
|
1048.86
|
ADJUST
|
|
|
|
|
|
|
|
980170.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON AIRPORT, AT THE ADMINISTRATION BUILDING, SET VERTICALLY
IN THE SOUTH FACE OF ROUNDED PORTION OF BRICK BUILDING DIRECTLY
BELOW THE CONTROL TOWER, 1-1/2 FEET EAST OF EAST EDGE OF
OBSERVATION WINDOW, AND 3-1/2 FEET ABOVE LEVEL OF SIDEWALK.
RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
RECOVERED AS DESCRIBED.
|
2021-06-07 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1231 ***********************************************************************
MB1231 DESIGNATION - E 178
MB1231 PID - MB1231
MB1231 STATE/COUNTY- OH/SUMMIT
MB1231
MB1231 HORZ DATUM - NAD 83(1986)
MB1231 VERT DATUM - NAVD 88
MB1231
MB1231 POSITION - 41 02 30. (N) 081 27 46. (W) SCALED
MB1231 83 minus 27 - +00. -01. SCALED
MB1231
MB1231 HEIGHT - 319.694 (meters) 1048.86 (feet) ADJUST
MB1231 88 minus 29 -0.19 ADJ UNCHK
MB1231 ***********************************************************************
MB1231
MB1231 GEOID HEIGHT- -33.57 GEOID90
MB1231 MODELED GRAV- 980,170.1 NAVD88
MB1231
MB1231
MB1231 VERT ORDER - FIRST CLASS 2
MB1231
MB1231
MB1231.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1231.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1231.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1231
MB1231
MB1231
MB1231
MB1231_STATION MARK IS A BENCH MARK DISK
MB1231_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1231_THE MARK IS STAMPED: E 178 1954
MB1231
MB1231 HISTORY - Year Condition Recov. By
MB1231 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1231 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1231 HISTORY - 1980 GOOD LOCAL SURVEYOR
MB1231
MB1231 STATION DESCRIPTION
MB1231
MB1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1231'AT AKRON AIRPORT, AT THE ADMINISTRATION BUILDING, SET VERTICALLY
MB1231'IN THE SOUTH FACE OF ROUNDED PORTION OF BRICK BUILDING DIRECTLY
MB1231'BELOW THE CONTROL TOWER, 1-1/2 FEET EAST OF EAST EDGE OF
MB1231'OBSERVATION WINDOW, AND 3-1/2 FEET ABOVE LEVEL OF SIDEWALK.
MB1231
MB1231 STATION RECOVERY (1980)
MB1231
MB1231'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
MB1231'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2254604.0
|
502645.875
|
0101000020960E0000BBA125CC85334141D7FED8A4D5AD1E41
|
true
|
2012-05-08 04:13:00 -0400
|
false
|
41.04166666666666666666
|
-81.46277777777777777778
|
-81.4627777777778
|
41.0416666666665
|
2254603.59489843
|
502645.410984022
|
687204.550134141
|
153206.62768117
|
807
|
807
|
E 179
|
MB1301
|
OH
|
Summit
|
|
USCGS
|
1953-12-31 00:00:00 -0500
|
Disk set in Massive Structure
|
E 179 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD SCE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
1
|
10.0
|
N
|
81
|
35
|
58.0
|
W
|
SCALED
|
-33.51
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
297.528
|
976.14
|
ADJUST
|
|
|
|
|
|
|
|
980171.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT BARBERTON, ABOUT 0.6 MILE NORTH ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE STATION, ABOUT 0.25 MILE NORTH OF MILE POST 20,
AT THE JUNCTION OF BROWN STREET AND ANTLES AVENUE, SET VERTICALLY
IN THE EAST FACE OF BRICK BUILDING OF THE NOVAR COMPANY, 24 BROWN STREET, 84
FEET WEST OF WEST RAIL OF MAIN WEST TRACK, 1 FOOT SOUTH OF
NORTHEAST CORNER OF BUILDING AND ABOUT 2 1/2 FEET ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
DESCRIBED BY SUMMIT COUNTY ENGINEER 2011
AT BARBERTON, ABOUT 0.6 MILE NORTH ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE STATION, ABOUT 0.25 MILE NORTH OF MILE POST 20,
AT THE JUNCTION OF BROWN STREET AND ANTLES AVENUE, SET VERTICALLY
IN THE EAST FACE OF BRICK BUILDING OF THE NOVAR COMPANY, 74
FEET WEST OF WEST RAIL OF MAIN WEST TRACK, 1 FOOT SOUTH OF
NORTHEAST CORNER OF BUILDING AND ABOUT 2 1/2 FEET ABOVE GROUND.
ADDRESS #24 BROWN ST.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1301 ***********************************************************************
MB1301 DESIGNATION - E 179
MB1301 PID - MB1301
MB1301 STATE/COUNTY- OH/SUMMIT
MB1301
MB1301 HORZ DATUM - NAD 83(1986)
MB1301 VERT DATUM - NAVD 88
MB1301
MB1301 POSITION - 41 01 10. (N) 081 35 58. (W) SCALED
MB1301 83 minus 27 - +00. -01. SCALED
MB1301
MB1301 HEIGHT - 297.528 (meters) 976.14 (feet) ADJUST
MB1301 88 minus 29 -0.20 ADJ UNCHK
MB1301 ***********************************************************************
MB1301
MB1301 GEOID HEIGHT- -33.51 GEOID90
MB1301 MODELED GRAV- 980,171.8 NAVD88
MB1301
MB1301
MB1301 VERT ORDER - FIRST CLASS 2
MB1301
MB1301
MB1301.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1301.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1301.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1301
MB1301
MB1301
MB1301
MB1301_STATION MARK IS A BENCH MARK DISK
MB1301_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1301_THE MARK IS STAMPED: E 179 1954
MB1301
MB1301 HISTORY - Year Condition Recov. By
MB1301 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1301 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1301 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1301
MB1301 STATION DESCRIPTION
MB1301
MB1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1301'AT BARBERTON, ABOUT 0.6 MILE NORTH ALONG THE BALTIMORE AND OHIO
MB1301'RAILROAD FROM THE STATION, ABOUT 0.25 MILE NORTH OF MILE POST 20,
MB1301'AT THE JUNCTION OF BROWN STREET AND ANTLES AVENUE, SET VERTICALLY
MB1301'IN THE EAST FACE OF BRICK BUILDING OF THE RIC-WIL COMPANY, 84
MB1301'FEET WEST OF WEST RAIL OF MAIN WEST TRACK, 1 FOOT SOUTH OF
MB1301'NORTHEAST CORNER OF BUILDING AND ABOUT 2 1/2 FEET ABOVE GROUND.
MB1301
MB1301 STATION RECOVERY (1983)
MB1301
MB1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1301'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2216991.75
|
494130.5
|
0101000020960E0000957EE37F0FEA404155FD7F61CB281E41
|
true
|
2011-11-28 04:43:00 -0500
|
false
|
41.01944444444444444445
|
-81.59944444444444444444
|
-81.5994444444444
|
41.0194444444443
|
2216990.99913008
|
494130.845214804
|
675740.208015264
|
150611.382844222
|
808
|
808
|
E 301
|
MB1408
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2011 GOOD SCE SURVEY CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
2
|
43.0
|
N
|
81
|
32
|
52.0
|
W
|
SCALED
|
-33.56
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
304.654
|
999.52
|
ADJUST
|
|
|
|
|
|
|
|
980173.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, SET VERTICALLY IN THE WEST CONCRETE PILLAR AT THE
NORTH END OF MANCHESTER ROAD OVERPASS OVER KENMORE BLVD, 8.3
FEET NORTH OF THE CURB OF KENMORE BLVD, AND 1.5 FEET ABOVE THE
GROUND.
|
2018-04-30 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1408 ***********************************************************************
MB1408 DESIGNATION - E 301
MB1408 PID - MB1408
MB1408 STATE/COUNTY- OH/SUMMIT
MB1408
MB1408 HORZ DATUM - NAD 83(1986)
MB1408 VERT DATUM - NAVD 88
MB1408
MB1408 POSITION - 41 02 43. (N) 081 32 52. (W) SCALED
MB1408 83 minus 27 - +00. -01. SCALED
MB1408
MB1408 HEIGHT - 304.654 (meters) 999.52 (feet) ADJUST
MB1408 88 minus 29 -0.20 ADJ UNCHK
MB1408 ***********************************************************************
MB1408
MB1408 GEOID HEIGHT- -33.56 GEOID90
MB1408 MODELED GRAV- 980,173.1 NAVD88
MB1408
MB1408
MB1408 VERT ORDER - FIRST CLASS 2
MB1408
MB1408
MB1408.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1408.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1408.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1408
MB1408
MB1408
MB1408
MB1408_STATION MARK IS A BENCH MARK DISK
MB1408_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1408_THE MARK IS STAMPED: E 301 1963
MB1408
MB1408 HISTORY - Year Condition Recov. By
MB1408 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1408
MB1408 STATION DESCRIPTION
MB1408
MB1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1408'AT AKRON, SET VERTICALLY IN THE WEST CONCRETE PILLAR AT THE
MB1408'NORTH END OF MANCHESTER ROAD OVERPASS OVER KENMORE BLVD, 8.3
MB1408'FEET NORTH OF THE CURB OF KENMORE BLVD, AND 1.5 FEET ABOVE THE
MB1408'GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2231144.75
|
503693.15625
|
0101000020960E000007E19B0EB40541418490AA3836BE1E41
|
true
|
2011-11-28 04:44:00 -0500
|
false
|
41.04527777777777777777
|
-81.54777777777777777777
|
-81.5477777777778
|
41.0452777777776
|
2231144.11413205
|
503693.555338152
|
680054.08609562
|
153526.102719257
|
809
|
809
|
EAST C OF A
|
MB1407
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2011 SCE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
34.18475
|
N
|
81
|
33
|
29.90018
|
W
|
ADJUSTED
|
-33.58
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
155095.282
|
679151.99
|
0.99993915
|
+
|
0
|
37
|
7.1
|
|
MT
|
|
|
|
|
331.198
|
1086.6
|
ADJUST
|
|
-0.42
|
DEFLEC90
|
|
|
|
|
980174.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF DOWNTOWN AKRON AND
JUST SOUTH OF
WHERE EAST AVENUE CROSSES OVER THE EAST-WEST EXPRESSWAY.
IT IS IN THE WEST EDGE OF EAST
AVENUE, 4 FEET EAST OF THE WEST CURB,
18 FEET SOUTHEAST OF UTILITY POLE NUMBER 103949,
44 FEET SOUTH OF THE
SOUTH END OF THE BRIDGE OVER THE EXPRESSWAY AND 99 FEET NORTHEAST
OF THE NORTHEAST
CORNER OF HOUSE AT 1530 EAST AVENUE. THE MARK IS A CITY OF
AKRON DISK STAMPED EAST SET
IN THE TOP OF A 6 INCH SQUARE CONCRETE
MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
FOOT SQUARE OF CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
DESCRIBED BY SUMMIT COUNTY ENGINEER 2011
THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF DOWNTOWN AKRON AND
JUST SOUTH OF WHERE EAST AVENUE CROSSES OVER THE EAST-WEST
EXPRESSWAY.IT IS IN THE WEST EDGE OF EAST
AVENUE, 7 FEET EAST OF THE WEST CURB,
44 FEET SOUTH OF THE SOUTH END OF THE BRIDGE OVER THE EXPRESSWAY
AND 99 FEET NORTHEAST OF THE NORTHEAST CORNER
OF HOUSE AT 1530 EAST AVENUE. OPPOSITE DR TO HSE #1524 AND#1526 EAST AVE. 28.5 FEET SOUTHEAST OF A FENCE CORNER FOR THE BRIDGE. THE MARK IS A CITY OF
AKRON DISK STAMPED EAST SET
IN THE TOP OF A 6 INCH SQUARE CONCRETE
MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
FOOT SQUARE OF CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1407 ***********************************************************************
MB1407 DESIGNATION - EAST C OF A
MB1407 PID - MB1407
MB1407 STATE/COUNTY- OH/SUMMIT
MB1407
MB1407 HORZ DATUM - NAD 83(1986)
MB1407 VERT DATUM - NAVD 88
MB1407
MB1407 POSITION - 41 03 34.18475(N) 081 33 29.90018(W) ADJUSTED
MB1407 83 minus 27 - +00.19660 -00.56927 ADJUSTED
MB1407
MB1407 HEIGHT - 331.198 (meters) 1086.60 (feet) ADJUST
MB1407 88 minus 29 +0.09 ADJ UNCHK
MB1407 ***********************************************************************
MB1407
MB1407 LAPLACE CORR- -0.42 DEFLEC90
MB1407 GEOID HEIGHT- -33.58 GEOID90
MB1407 MODELED GRAV- 980,174.5 NAVD88
MB1407
MB1407
MB1407 HORZ ORDER - FIRST
MB1407 VERT ORDER - FIRST CLASS 2
MB1407
MB1407
MB1407.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1407.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1407.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1407.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1407
MB1407; North East Scale Converg.
MB1407;SPC OH N - 155,095.282 679,151.990 0.99993915 +0 37 07.1 MT
MB1407;UTM 17 - 4,545,511.822 453,087.788 0.99962709 -0 22 00.2 MT
MB1407
MB1407: Primary Azimuth Mark Grid Az
MB1407:SPC OH N - OBERLIN C OF A 079 18 45.2
MB1407:UTM 17 - OBERLIN C OF A 080 17 52.5
MB1407
MB1407|---------------------------------------------------------------------|
MB1407| Pid Reference Object Distance Geod. AZ |
MB1407| dddmmss.ss|
MB1407| MB1404 OBERLIN C OF A APPROX. 1.9 KM 0795552.3 |
MB1407|---------------------------------------------------------------------|
MB1407
MB1407_STATION MARK IS A SURVEY DISK
MB1407_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1407_THE MARK IS STAMPED: EAST
MB1407
MB1407 HISTORY - Year Condition Recov. By
MB1407 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1407 HISTORY - 1963 CITY OF AKRON OHIO
MB1407
MB1407 STATION DESCRIPTION
MB1407
MB1407'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1407'THE STATION IS ABOUT 2-1/2 MILES SOUTHWEST OF DOWNTOWN AKRON AND
MB1407'JUST SOUTH OF
MB1407'WHERE EAST AVENUE CROSSES OVER THE EAST-WEST EXPRESSWAY.
MB1407'IT IS IN THE WEST EDGE OF EAST
MB1407'AVENUE, 4 FEET EAST OF THE WEST CURB,
MB1407'18 FEET SOUTHEAST OF UTILITY POLE NUMBER 103949,
MB1407'44 FEET SOUTH OF THE
MB1407'SOUTH END OF THE BRIDGE OVER THE EXPRESSWAY AND 99 FEET NORTHEAST
MB1407'OF THE NORTHEAST
MB1407'CORNER OF HOUSE AT 1530 EAST AVENUE. THE MARK IS A CITY OF
MB1407'AKRON DISK STAMPED EAST SET
MB1407'IN THE TOP OF A 6 INCH SQUARE CONCRETE
MB1407'MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
MB1407'FOOT SQUARE OF CONCRETE AND
MB1407'COVERED WITH A 9 INCH IRON COVER.
MB1407'
MB1407'HEIGHT OF LIGHT ABOVE STATION MARK 1.58 METERS.
MB1407'
|
|
|
|
|
|
|
|
|
|
|
|
2228185.0
|
508841.125
|
0101000020960E00005B05773EECFF4041C9115115A70E1F41
|
true
|
2011-11-28 04:59:00 -0500
|
false
|
41.05949576388888888889
|
-81.55830560555555555556
|
-81.5583056055556
|
41.0594957638887
|
2228184.48800723
|
508841.770817068
|
679151.990248584
|
155095.28193559
|
811
|
811
|
EDISON ECC C OF A
|
MB1380
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2011 UNABLE TO LOCATE SCE SURVEY CREWHISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
5
|
11.68609
|
N
|
81
|
30
|
56.29072
|
W
|
ADJUSTED
|
-33.64
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
158142.299
|
682704.367
|
0.99993919
|
+
|
0
|
38
|
48.0
|
|
MT
|
|
|
|
|
288.641
|
946.98
|
ADJUST
|
|
-0.16
|
DEFLEC90
|
|
|
|
|
980176.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
EDISON (ACS) ECC. IS LOCATED ON THE NORTH SIDE OF THE OHIO EDISON
BUILDING, 5.6 FEET NORTHWEST
OF THE NORTHEAST CORNER OF THE BUILDING, 6 FEET SOUTH OF THE SOUTH
EDGE OF A SIDEWALK, 19 FEET EAST OF
THE CENTER OF THE NORTH ENTRANCE TO THE BUILDING, 79
FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING
AND ABOUT 150 FEET SOUTHEAST OF THE
INTERSECTION OF NORTH MAIN STREET AND PERKINS STREET. THE MARK IS A
CITY OF AKRON DISK STAMPED EDISON
ECC SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
BELOW THE SURFACE OF A 3 FOOT
SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER
RECOVERY NOTE 2013 SUMMIT COUNTY
SIDEWALKS HAVE BEEN INSTALLED AT THIS LOCATION
|
2016-05-25 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1380 ***********************************************************************
MB1380 DESIGNATION - EDISON ECC C OF A
MB1380 PID - MB1380
MB1380 STATE/COUNTY- OH/SUMMIT
MB1380
MB1380 HORZ DATUM - NAD 83(1986)
MB1380 VERT DATUM - NAVD 88
MB1380
MB1380 POSITION - 41 05 11.68609(N) 081 30 56.29072(W) ADJUSTED
MB1380 83 minus 27 - +00.19897 -00.57147 ADJUSTED
MB1380
MB1380 HEIGHT - 288.641 (meters) 946.98 (feet) ADJUST
MB1380 88 minus 29 -0.20 ADJ UNCHK
MB1380 ***********************************************************************
MB1380
MB1380 LAPLACE CORR- -0.16 DEFLEC90
MB1380 GEOID HEIGHT- -33.64 GEOID90
MB1380 MODELED GRAV- 980,176.2 NAVD88
MB1380
MB1380
MB1380 HORZ ORDER - SECOND
MB1380 VERT ORDER - FIRST CLASS 2
MB1380
MB1380
MB1380.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1380.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1380.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1380.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1380
MB1380; North East Scale Converg.
MB1380;SPC OH N - 158,142.299 682,704.367 0.99993919 +0 38 48.0 MT
MB1380;UTM 17 - 4,548,496.354 456,690.912 0.99962308 -0 20 20.0 MT
MB1380
MB1380
MB1380
MB1380_STATION MARK IS A SURVEY DISK
MB1380_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1380_THE MARK IS STAMPED: EDISON ECC
MB1380
MB1380 HISTORY - Year Condition Recov. By
MB1380 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1380 HISTORY - 1963 CITY OF AKRON OHIO
MB1380
MB1380 STATION DESCRIPTION
MB1380
MB1380'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1380'EDISON (ACS) ECC. IS LOCATED ON THE NORTH SIDE OF THE OHIO EDISON
MB1380'BUILDING, 5.6 FEET NORTHWEST
MB1380'OF THE NORTHEAST CORNER OF THE BUILDING, 6 FEET SOUTH OF THE SOUTH
MB1380'EDGE OF A SIDEWALK, 19 FEET EAST OF
MB1380'THE CENTER OF THE NORTH ENTRANCE TO THE BUILDING, 79
MB1380'FEET EAST OF THE NORTHWEST CORNER OF THE BUILDING
MB1380'AND ABOUT 150 FEET SOUTHEAST OF THE
MB1380'INTERSECTION OF NORTH MAIN STREET AND PERKINS STREET. THE MARK IS A
MB1380'CITY OF AKRON DISK STAMPED EDISON
MB1380'ECC SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
MB1380'BELOW THE SURFACE OF A 3 FOOT
MB1380'SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1380'
|
|
|
|
|
|
|
|
|
|
|
|
2239840.25
|
518838.125
|
0101000020960E0000570E469FAF164141E9A71E1ADAAA1F41
|
true
|
2013-09-10 09:12:00 -0400
|
false
|
41.08657946944444444444
|
-81.51563631111111111111
|
-81.5156363111111
|
41.0865794694443
|
2239839.24432544
|
518838.525507568
|
682704.367079127
|
158142.298859289
|
812
|
812
|
ELLET A C OF A
|
MB1211
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1967 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
3
|
9.69541
|
N
|
81
|
26
|
8.40464
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
154458.469
|
689468.757
|
0.99993917
|
+
|
0
|
41
|
57.2
|
|
MT
|
|
|
|
|
339.775
|
1114.75
|
ADJUST
|
|
-0.53
|
DEFLEC90
|
|
|
|
|
980169.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
SEE STATION ELLET (ACS)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.2 MILE EAST ALONG WOOLF AVENUE FROM THE
INTERSECTION OF STATE HIGHWAY 91, AT THE INTERSECTION OF WOOLF
AVENUE AND BERNE STREET, 274 FEET WEST-SOUTHWEST OF THE SOUTHWEST
CORNER OF ELLET HIGH SCHOOL. 19.4 FEET WEST-SOUTHWEST OF A
MANHOLE WHICH IS IN THE CENTER OF THE INTERSECTION, 17.7 FEET
WEST OF THE CENTER LINE OF WOOLF AVENUE, 9.0 FEET SOUTH OF THE
CENTER LINE OF BERNE STREET, AND SET IN THE TOP OF A CONCRETE
POST ABOUT 4 INCHES BELOW THE LEVEL OF THE STREET ACCESS TO WHICH
IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
RECOVERED AS DESCRIBED.
|
2012-04-30 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1211 ***********************************************************************
MB1211 DESIGNATION - ELLET A C OF A
MB1211 PID - MB1211
MB1211 STATE/COUNTY- OH/SUMMIT
MB1211
MB1211 HORZ DATUM - NAD 83(1986)
MB1211 VERT DATUM - NAVD 88
MB1211
MB1211 POSITION - 41 03 09.69541(N) 081 26 08.40464(W) ADJUSTED
MB1211 83 minus 27 - +00.20497 -00.58761 ADJUSTED
MB1211
MB1211 HEIGHT - 339.775 (meters) 1114.75 (feet) ADJUST
MB1211 88 minus 29 -0.19 ADJ UNCHK
MB1211 ***********************************************************************
MB1211
MB1211 LAPLACE CORR- -0.53 DEFLEC90
MB1211 GEOID HEIGHT- -33.59 GEOID90
MB1211 MODELED GRAV- 980,169.3 NAVD88
MB1211
MB1211
MB1211 HORZ ORDER - SECOND
MB1211 VERT ORDER - FIRST CLASS 2
MB1211
MB1211
MB1211.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1211.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1211.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1211.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1211
MB1211; North East Scale Converg.
MB1211;SPC OH N - 154,458.469 689,468.757 0.99993917 +0 41 57.2 MT
MB1211;UTM 17 - 4,544,697.947 463,388.805 0.99961650 -0 17 10.1 MT
MB1211
MB1211
MB1211
MB1211_STATION MARK IS A SURVEY DISK
MB1211_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1211_THE MARK IS STAMPED: ELLET A
MB1211
MB1211 HISTORY - Year Condition Recov. By
MB1211 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1211 HISTORY - 1963 CITY OF AKRON OHIO
MB1211 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1211 HISTORY - 1967 GOOD NATIONAL GEODETIC SURVEY
MB1211
MB1211 STATION DESCRIPTION
MB1211
MB1211'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1211'SEE STATION ELLET (ACS)
MB1211'
MB1211
MB1211 STATION RECOVERY (1964)
MB1211
MB1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1211'AT AKRON, ABOUT 0.2 MILE EAST ALONG WOOLF AVENUE FROM THE
MB1211'INTERSECTION OF STATE HIGHWAY 91, AT THE INTERSECTION OF WOOLF
MB1211'AVENUE AND BERNE STREET, 274 FEET WEST-SOUTHWEST OF THE SOUTHWEST
MB1211'CORNER OF ELLET HIGH SCHOOL. 19.4 FEET WEST-SOUTHWEST OF A
MB1211'MANHOLE WHICH IS IN THE CENTER OF THE INTERSECTION, 17.7 FEET
MB1211'WEST OF THE CENTER LINE OF WOOLF AVENUE, 9.0 FEET SOUTH OF THE
MB1211'CENTER LINE OF BERNE STREET, AND SET IN THE TOP OF A CONCRETE
MB1211'POST ABOUT 4 INCHES BELOW THE LEVEL OF THE STREET ACCESS TO WHICH
MB1211'IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
MB1211
MB1211 STATION RECOVERY (1967)
MB1211
MB1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
MB1211'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2262031.75
|
506752.21875
|
0101000020960E0000E460170A08424141F51040FA01EE1E41
|
true
|
2012-05-01 10:37:00 -0400
|
false
|
41.05269316944444444444
|
-81.43566795555555555555
|
-81.4356679555556
|
41.0526931694443
|
2262032.07883845
|
506752.494385018
|
689468.756567474
|
154458.469205476
|
814
|
814
|
EVERA C OF A
|
MB1219
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONCRETE
|
EVERA
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
24.78887
|
N
|
81
|
27
|
3.99633
|
W
|
ADJUSTED
|
-33.64
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
158609.644
|
688120.623
|
0.99993922
|
+
|
0
|
41
|
20.6
|
|
MT
|
|
|
|
|
362.792
|
1190.26
|
ADJUST
|
|
-0.03
|
DEFLEC90
|
|
|
|
|
980174.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-NORTHEAST OF DOWNTOWN
AKRON, 0.5 MILE WEST OF THE
INTERSECTION OF SOUTH AVENUE AND VAN EVERA STREET, IN FRONT OF THE
HOUSE AT 261 VAN EVERA STREET. IT
IS A CITY OF AKRON DISK STAMPED EVERA, SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 4 INCHES
UNDER A 3 FOOT SQUARE OF CONCRETE
WITH A 23 INCH IRON MANHOLE COVER THAT IS 1 INCH UNDERGROUND. IT IS
7 FEET NORTH OF THE CENTERLINE OF
A DIRT ROAD, 76 FEET WEST-SOUTHWEST OF A POWER POLE, 20 FEET
NORTHWEST OF THE INTERSECTION OF VAN
EVERA STREET AND A DRIVEWAY SOUTH, AND 106.3 FEET NORTH-
NORTHWEST OF THE NORTHWEST CORNER OF THE
HOUSE AT 261 VAN EVERA STREET.
HEIGHT OF LIGHT ABOVE STATION MARK 22.32 METERS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT TALLMADGE, 0.5 MILE WEST ALONG VAN EVERA STREET FROM THE
INTERSECTION OF SOUTH AVENUE (STATE HIGHWAY 91), 7 FEET NORTH OF
THE CENTER LINE OF STREET, 20 FEET NORTHWEST OF THE CENTER OF
THE INTERSECTION OF VAN EVERA STREET AND A DRIVEWAY LEADING SOUTH,
76 FEET WEST-SOUTHWEST OF POWER POLE TA-3713, 106.3 FEET
NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, SET IN THE
TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE STREET
ACCESS TO WHICH IS HAD THROUGH A 23-INCH CAST IRON COVER.
NOTE BY SCE 2012
THIS IS NOW A HOUSE AT THIS LOCATION
|
2012-07-23 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1219 ***********************************************************************
MB1219 DESIGNATION - EVERA C OF A
MB1219 PID - MB1219
MB1219 STATE/COUNTY- OH/SUMMIT
MB1219
MB1219 HORZ DATUM - NAD 83(1986)
MB1219 VERT DATUM - NAVD 88
MB1219
MB1219 POSITION - 41 05 24.78887(N) 081 27 03.99633(W) ADJUSTED
MB1219 83 minus 27 - +00.20349 -00.58094 ADJUSTED
MB1219
MB1219 HEIGHT - 362.792 (meters) 1190.26 (feet) ADJUST
MB1219 88 minus 29 -0.20 ADJ UNCHK
MB1219 ***********************************************************************
MB1219
MB1219 LAPLACE CORR- -0.03 DEFLEC90
MB1219 GEOID HEIGHT- -33.64 GEOID90
MB1219 MODELED GRAV- 980,174.2 NAVD88
MB1219
MB1219
MB1219 HORZ ORDER - FIRST
MB1219 VERT ORDER - FIRST CLASS 2
MB1219
MB1219
MB1219.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1219.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1219.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1219.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1219
MB1219; North East Scale Converg.
MB1219;SPC OH N - 158,609.644 688,120.623 0.99993922 +0 41 20.6 MT
MB1219;UTM 17 - 4,548,870.349 462,112.676 0.99961767 -0 17 47.4 MT
MB1219
MB1219: Primary Azimuth Mark Grid Az
MB1219:SPC OH N - GREER C OF A 111 36 06.9
MB1219:UTM 17 - GREER C OF A 112 35 14.9
MB1219
MB1219|---------------------------------------------------------------------|
MB1219| Pid Reference Object Distance Geod. AZ |
MB1219| dddmmss.ss|
MB1219| MB1217 GREER C OF A APPROX. 2.4 KM 1121727.5 |
MB1219|---------------------------------------------------------------------|
MB1219
MB1219_STATION MARK IS A SURVEY DISK
MB1219_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1219_THE MARK IS STAMPED: EVERA
MB1219
MB1219 HISTORY - Year Condition Recov. By
MB1219 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1219 HISTORY - 1963 CITY OF AKRON OHIO
MB1219 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1219
MB1219 STATION DESCRIPTION
MB1219
MB1219'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1219'THE STATION IS LOCATED ABOUT 3-1/2 MILES EAST-NORTHEAST OF DOWNTOWN
MB1219'AKRON, 0.5 MILE WEST OF THE
MB1219'INTERSECTION OF SOUTH AVENUE AND VAN EVERA STREET, IN FRONT OF THE
MB1219'HOUSE AT 261 VAN EVERA STREET. IT
MB1219'IS A CITY OF AKRON DISK STAMPED EVERA, SET IN THE
MB1219'TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 4 INCHES
MB1219'UNDER A 3 FOOT SQUARE OF CONCRETE
MB1219'WITH A 23 INCH IRON MANHOLE COVER THAT IS 1 INCH UNDERGROUND. IT IS
MB1219'7 FEET NORTH OF THE CENTERLINE OF
MB1219'A DIRT ROAD, 76 FEET WEST-SOUTHWEST OF A POWER POLE, 20 FEET
MB1219'NORTHWEST OF THE INTERSECTION OF VAN
MB1219'EVERA STREET AND A DRIVEWAY SOUTH, AND 106.3 FEET NORTH-
MB1219'NORTHWEST OF THE NORTHWEST CORNER OF THE
MB1219'HOUSE AT 261 VAN EVERA STREET.
MB1219'
MB1219'HEIGHT OF LIGHT ABOVE STATION MARK 22.32 METERS.
MB1219'
MB1219
MB1219 STATION RECOVERY (1964)
MB1219
MB1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1219'AT TALLMADGE, 0.5 MILE WEST ALONG VAN EVERA STREET FROM THE
MB1219'INTERSECTION OF SOUTH AVENUE (STATE HIGHWAY 91), 7 FEET NORTH OF
MB1219'THE CENTER LINE OF STREET, 20 FEET NORTHWEST OF THE CENTER OF
MB1219'THE INTERSECTION OF VAN EVERA STREET AND A DRIVEWAY LEADING SOUTH,
MB1219'76 FEET WEST-SOUTHWEST OF POWER POLE TA-3713, 106.3 FEET
MB1219'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE, SET IN THE
MB1219'TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE STREET
MB1219'ACCESS TO WHICH IS HAD THROUGH A 23-INCH CAST IRON COVER.
|
|
|
|
|
|
|
|
|
|
|
|
2257609.0
|
520371.25
|
0101000020960E0000B2630A8A643941411BF2EC3BCFC21F41
|
true
|
2012-07-24 10:26:00 -0400
|
false
|
41.09021913055555555555
|
-81.45111009166666666667
|
-81.4511100916667
|
41.0902191305554
|
2257609.07844206
|
520371.808521064
|
688120.623350387
|
158609.644456491
|
815
|
815
|
F 179 S CO
|
MB1300
|
OH
|
Summit
|
|
SCE
|
|
Disk
|
F 179
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2002 NOT RECOVERED COSE
|
NAD 83(1986)
|
|
false
|
41
|
1
|
27.0
|
N
|
81
|
35
|
34.0
|
W
|
SCALED
|
-33.52
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
297.015
|
974.46
|
ADJUST
|
|
|
|
|
|
|
|
980172.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
AT BARBERTON, ABOUT 1.05 MILES NORTH ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE STATION, AT THE CROSSING OF FAIRVIEW AVENUE,
EAST AND ACROSS THE TRACKS FROM JUNCTION OF FAIRVIEW AVENUE AND
COVENTRY ROAD, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
ABUTMENT OF FAIRVIEW AVENUE BRIDGE OVER OHIO CANAL, 69 FEET EAST
OF EAST RAIL OF EAST TRACK, 9 1/2 FEET SOUTH OF SOUTH CURB LINE
OF FAIRVIEW AVENUE AND ABOUT LEVEL WITH AVENUE. NOTE-- FOUND
UNSTAMPED AND ASSIGNED OUR NEXT DESIGNATION.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
RECOVERED AS DESCRIBED.
NOT RECOVERED 2002. BRIDGE HAS BEEN REPLACED.
|
2002-08-19 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1300 ***********************************************************************
MB1300 DESIGNATION - F 179 S CO
MB1300 PID - MB1300
MB1300 STATE/COUNTY- OH/SUMMIT
MB1300
MB1300 HORZ DATUM - NAD 83(1986)
MB1300 VERT DATUM - NAVD 88
MB1300
MB1300 POSITION - 41 01 27. (N) 081 35 34. (W) SCALED
MB1300 83 minus 27 - +00. -01. SCALED
MB1300
MB1300 HEIGHT - 297.015 (meters) 974.46 (feet) ADJUST
MB1300 88 minus 29 -0.20 ADJ UNCHK
MB1300 ***********************************************************************
MB1300
MB1300 GEOID HEIGHT- -33.52 GEOID90
MB1300 MODELED GRAV- 980,172.0 NAVD88
MB1300
MB1300
MB1300 VERT ORDER - FIRST CLASS 2
MB1300
MB1300
MB1300.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1300.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1300.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1300
MB1300
MB1300
MB1300
MB1300_STATION MARK IS A SURVEY DISK
MB1300_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1300_THE MARK IS STAMPED: F 179
MB1300
MB1300 HISTORY - Year Condition Recov. By
MB1300 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1300 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
MB1300 HISTORY - 1963 GOOD NATIONAL GEODETIC SURVEY
MB1300
MB1300 STATION DESCRIPTION
MB1300
MB1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
MB1300'AT BARBERTON, ABOUT 1.05 MILES NORTH ALONG THE BALTIMORE AND OHIO
MB1300'RAILROAD FROM THE STATION, AT THE CROSSING OF FAIRVIEW AVENUE,
MB1300'EAST AND ACROSS THE TRACKS FROM JUNCTION OF FAIRVIEW AVENUE AND
MB1300'COVENTRY ROAD, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
MB1300'ABUTMENT OF FAIRVIEW AVENUE BRIDGE OVER OHIO CANAL, 69 FEET EAST
MB1300'OF EAST RAIL OF EAST TRACK, 9 1/2 FEET SOUTH OF SOUTH CURB LINE
MB1300'OF FAIRVIEW AVENUE AND ABOUT LEVEL WITH AVENUE. NOTE-- FOUND
MB1300'UNSTAMPED AND ASSIGNED OUR NEXT DESIGNATION.
MB1300
MB1300 STATION RECOVERY (1963)
MB1300
MB1300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
MB1300'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2218739.0
|
495784.0
|
0101000020960E00005704AD499EED4041D9A73808F9431E41
|
true
|
2005-03-21 04:31:00 -0500
|
false
|
41.02416666666666666667
|
-81.59277777777777777777
|
-81.5927777777778
|
41.0241666666665
|
2218812.57559256
|
495870.258028624
|
676295.425631463
|
151141.556930223
|
816
|
816
|
F 301
|
MB1355
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2011 GOOD SCE SURVEY CREW - 2015 RECOVERED GOOD CONDITION SUMMIT COUNTY SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
7
|
14.0
|
N
|
81
|
35
|
38.0
|
W
|
SCALED
|
-33.69
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
300.47
|
985.79
|
ADJUST
|
|
|
|
|
|
|
|
980181.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, IN THE NORTHWEST PART OF CITY, SET ON TOP OF THE
SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 6 BY 6 FOOT
BOX CULVERT UNDER WEST MARKET STREET, NEAR THE T-JUNCTION OF EAST
FAIRLAWN STREET, 85 1/2 FEET SOUTHEAST OF CENTER LINE OF WEST
FAIRLAWN STREET, 58 1/2 FEET NORTHWEST OF EAST FAIRLAWN STREET,
20.8 FEET SOUTHWEST OF THE SOUTHWEST CURB OF WEST MARKET STREET
AND ABOUT 4 FEET BELOW WEST MARKET STREET.
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1355 ***********************************************************************
MB1355 DESIGNATION - F 301
MB1355 PID - MB1355
MB1355 STATE/COUNTY- OH/SUMMIT
MB1355
MB1355 HORZ DATUM - NAD 83(1986)
MB1355 VERT DATUM - NAVD 88
MB1355
MB1355 POSITION - 41 07 14. (N) 081 35 38. (W) SCALED
MB1355 83 minus 27 - +00. -01. SCALED
MB1355
MB1355 HEIGHT - 300.470 (meters) 985.79 (feet) ADJUST
MB1355 88 minus 29 -0.20 ADJ UNCHK
MB1355 ***********************************************************************
MB1355
MB1355 GEOID HEIGHT- -33.69 GEOID90
MB1355 MODELED GRAV- 980,181.3 NAVD88
MB1355
MB1355
MB1355 VERT ORDER - FIRST CLASS 2
MB1355
MB1355
MB1355.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1355.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1355.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1355
MB1355
MB1355
MB1355
MB1355_STATION MARK IS A BENCH MARK DISK
MB1355_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1355_THE MARK IS STAMPED: F 301 1963
MB1355
MB1355 HISTORY - Year Condition Recov. By
MB1355 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1355
MB1355 STATION DESCRIPTION
MB1355
MB1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1355'AT AKRON, IN THE NORTHWEST PART OF CITY, SET ON TOP OF THE
MB1355'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A 6 BY 6 FOOT
MB1355'BOX CULVERT UNDER WEST MARKET STREET, NEAR THE T-JUNCTION OF EAST
MB1355'FAIRLAWN STREET, 85 1/2 FEET SOUTHEAST OF CENTER LINE OF WEST
MB1355'FAIRLAWN STREET, 58 1/2 FEET NORTHWEST OF EAST FAIRLAWN STREET,
MB1355'20.8 FEET SOUTHWEST OF THE SOUTHWEST CURB OF WEST MARKET STREET
MB1355'AND ABOUT 4 FEET BELOW WEST MARKET STREET.
|
|
|
|
|
|
|
|
|
|
|
|
2218141.5
|
530982.8125
|
0101000020960E000012FD56964EEC4041DF2C376E4D342041
|
true
|
2011-11-28 05:06:00 -0500
|
false
|
41.12055555555555555556
|
-81.59388888888888888889
|
-81.5938888888889
|
41.1205555555554
|
2218141.17452968
|
530982.715264704
|
676090.782178211
|
161843.855300377
|
817
|
817
|
F 302
|
MB1330
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK IN CONC
|
F 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2004 GOOD COSE CREWHISTORY - 2012 GOOD COSE CREW-2017 COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
8
|
9.0
|
N
|
81
|
31
|
39.0
|
W
|
SCALED
|
-33.73
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
311.597
|
1022.3
|
ADJUST
|
|
|
|
|
|
|
|
980182.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.6 MILE NORTH ALONG CUYAHOGA STREET FROM THE
JUNCTION OF SACKETT AVENUE, ABOUT 0.25 MILE SOUTH ALONG CUYAHOGA
STREET FROM THE INTERSECTION OF PORTAGE TRAIL, NEAR THE CITY
OF AKRON BOUNDARY, DIRECTLY ACROSS THE STREET FROM HOUSE NO.
1685 CUYAHOGA STREET, 34 FEET WEST OF THE CENTER LINE OF STREET,
34 1/2 FEET SOUTH OF AND ACROSS DRIVEWAY LEADING WEST, 12 1/2
FEET SOUTH OF THE CENTER LINE OF DRIVEWAY, 59.4 FEET WEST OF AND
ACROSS STREET FROM A FIRE HYDRANT, ABOUT 1 FOOT ABOVE THE LEVEL
OF THE STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING
0.2 FOOT. NOT SUITABLE FOR GPS.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Yes
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1330 ***********************************************************************
MB1330 DESIGNATION - F 302
MB1330 PID - MB1330
MB1330 STATE/COUNTY- OH/SUMMIT
MB1330
MB1330 HORZ DATUM - NAD 83(1986)
MB1330 VERT DATUM - NAVD 88
MB1330
MB1330 POSITION - 41 08 09. (N) 081 31 39. (W) SCALED
MB1330 83 minus 27 - +00. -01. SCALED
MB1330
MB1330 HEIGHT - 311.597 (meters) 1022.30 (feet) ADJUST
MB1330 88 minus 29 -0.20 ADJ UNCHK
MB1330 ***********************************************************************
MB1330
MB1330 GEOID HEIGHT- -33.73 GEOID90
MB1330 MODELED GRAV- 980,182.8 NAVD88
MB1330
MB1330
MB1330 VERT ORDER - FIRST CLASS 2
MB1330
MB1330
MB1330.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1330.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1330.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1330
MB1330
MB1330
MB1330
MB1330_STATION MARK IS A BENCH MARK DISK
MB1330_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1330_THE MARK IS STAMPED: F 302 1964
MB1330
MB1330 HISTORY - Year Condition Recov. By
MB1330 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1330
MB1330 STATION DESCRIPTION
MB1330
MB1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1330'AT AKRON, ABOUT 0.6 MILE NORTH ALONG CUYAHOGA STREET FROM THE
MB1330'JUNCTION OF SACKETT AVENUE, ABOUT 0.25 MILE SOUTH ALONG CUYAHOGA
MB1330'STREET FROM THE INTERSECTION OF PORTAGE TRAIL, NEAR THE CITY
MB1330'OF AKRON BOUNDARY, DIRECTLY ACROSS THE STREET FROM HOUSE NO.
MB1330'1685 CUYAHOGA STREET, 34 FEET WEST OF THE CENTER LINE OF STREET,
MB1330'34 1/2 FEET SOUTH OF AND ACROSS DRIVEWAY LEADING WEST, 12 1/2
MB1330'FEET SOUTH OF THE CENTER LINE OF DRIVEWAY, 59.4 FEET WEST OF AND
MB1330'ACROSS STREET FROM A FIRE HYDRANT, ABOUT 1 FOOT ABOVE THE LEVEL
MB1330'OF THE STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING
MB1330'0.2 FOOT.
|
|
|
|
|
|
|
|
|
|
|
|
2236328.0
|
536745.75
|
0101000020960E00000F9EE888E80F41413CB8DB3153612041
|
true
|
2012-08-28 10:41:00 -0400
|
false
|
41.13583333333333333333
|
-81.5275
|
-81.5275
|
41.1358333333332
|
2236369.06959892
|
536745.597379453
|
681646.655707062
|
163600.385282012
|
818
|
818
|
F 303 S CO
|
MB1238
|
OH
|
Summit
|
|
SCE
|
|
Disk in Concrete
|
F 303
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
3
|
35.0
|
N
|
81
|
25
|
20.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
327.007
|
1072.86
|
ADJUST
|
|
|
|
|
|
|
|
980169.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
ABOUT 0.75 MILE SOUTHEAST ALONG GILCHRIST ROAD FROM THE EAST
EXPRESSWAY OVERPASS OVER GILCHRIST ROAD, NEAR THE INTERSECTION OF
GILCHRIST ROAD AND SKELTON ROAD, 191 FEET NORTHWEST OF THE
APPROXIMATE CENTER OF THE INTERSECTION, 35 FEET SOUTHWEST OF
THE CENTER LINE OF GILCHRIST ROAD, 130.5 FEET EAST OF THE EAST
CORNER OF THE AKRON STORAGE BUILDING, SET ON THE TOP OF THE
SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF AN 18-INCH
PIPE CULVERT UNDER GILCHRIST ROAD AND 1 FOOT BELOW THE LEVEL OF
THE ROAD.
|
2013-09-03 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1238 ***********************************************************************
MB1238 DESIGNATION - F 303 S CO
MB1238 PID - MB1238
MB1238 STATE/COUNTY- OH/SUMMIT
MB1238
MB1238 HORZ DATUM - NAD 83(1986)
MB1238 VERT DATUM - NAVD 88
MB1238
MB1238 POSITION - 41 03 35. (N) 081 25 20. (W) SCALED
MB1238 83 minus 27 - +00. -01. SCALED
MB1238
MB1238 HEIGHT - 327.007 (meters) 1072.86 (feet) ADJUST
MB1238 88 minus 29 -0.08 SCALED
MB1238 ***********************************************************************
MB1238
MB1238 GEOID HEIGHT- -33.60 GEOID90
MB1238 MODELED GRAV- 980,169.1 NAVD88
MB1238
MB1238
MB1238 VERT ORDER - FIRST CLASS 2
MB1238
MB1238
MB1238.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1238.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1238.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1238
MB1238
MB1238
MB1238
MB1238_STATION MARK IS A SURVEY DISK
MB1238_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1238_THE MARK IS STAMPED: F 303
MB1238
MB1238 HISTORY - Year Condition Recov. By
MB1238 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1238 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1238 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1238
MB1238 STATION DESCRIPTION
MB1238
MB1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1238'ABOUT 0.75 MILE SOUTHEAST ALONG GILCHRIST ROAD FROM THE EAST
MB1238'EXPRESSWAY OVERPASS OVER GILCHRIST ROAD, NEAR THE INTERSECTION OF
MB1238'GILCHRIST ROAD AND SKELTON ROAD, 191 FEET NORTHWEST OF THE
MB1238'APPROXIMATE CENTER OF THE INTERSECTION, 35 FEET SOUTHWEST OF
MB1238'THE CENTER LINE OF GILCHRIST ROAD, 130.5 FEET EAST OF THE EAST
MB1238'CORNER OF THE AKRON STORAGE BUILDING, SET ON THE TOP OF THE
MB1238'SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF AN 18-INCH
MB1238'PIPE CULVERT UNDER GILCHRIST ROAD AND 1 FOOT BELOW THE LEVEL OF
MB1238'THE ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2265707.5
|
509358.96875
|
0101000020960E000010F0BA3836494141ECB9CDF3BA161F41
|
true
|
2013-09-04 10:49:00 -0400
|
false
|
41.05972222222222222222
|
-81.42222222222222222223
|
-81.4222222222222
|
41.0597222222221
|
2265708.44320489
|
509358.738089471
|
690589.314667479
|
155252.853875363
|
819
|
819
|
FAIR C OF A
|
MB1366
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
FAIR
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2006 GOOD SCE SURVEY CREWHISTORY - 2011 GOOD SCE SURVEY CREW- 2017 NOT FOUND COSE SURVEY FIELD CREW - 2022 NOT RECOVERED
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
9.66198
|
N
|
81
|
34
|
9.04878
|
W
|
ADJUSTED
|
-33.69
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161731.899
|
678167.046
|
0.99993955
|
+
|
0
|
36
|
41.4
|
|
MT
|
|
|
|
|
310.713
|
1019.4
|
ADJUST
|
|
-0.29
|
DEFLEC90
|
|
|
|
|
980181.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED AT THE CENTER OF THE INTERSECTION OF NORTH
HAWKINS AVENUE AND FAIRFAX
ROAD IN FRONT OF THE HOUSE AT 360 NORTH HAWKINS AVENUE, ABOUT 3-3/4
MILES NORTHWEST OF DOWNTOWN AKRON.
IT IS 33.7 FEET NORTHEAST OF POWER POLE NUMBER 44504, 34.2
FEET NORTHWEST OF A POWER POLE BY A STREET SIGN
AND 38 FEET SOUTHWEST OF A FIRE PLUG.
THE MARK IS A CITY OF AKRON DISK STAMPED FAIR SET IN THE TOP OF A
6 INCH SQUARE CONCRETE
MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE
AND COVERED WITH A 9 INCH IRON
COVER.
HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
2017-COSE FIELD CREW THE INTERSECTION HAS BEEN RECONFIGURED AND THE MONUMENT COULD NOT BE FOUND.
|
2022-01-14 00:00:00 -0500
|
SCE
|
NOT RECOVERED
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1366 ***********************************************************************
MB1366 DESIGNATION - FAIR C OF A
MB1366 PID - MB1366
MB1366 STATE/COUNTY- OH/SUMMIT
MB1366
MB1366 HORZ DATUM - NAD 83(1986)
MB1366 VERT DATUM - NAVD 88
MB1366
MB1366 POSITION - 41 07 09.66198(N) 081 34 09.04878(W) ADJUSTED
MB1366 83 minus 27 - +00.19426 -00.56001 ADJUSTED
MB1366
MB1366 HEIGHT - 310.713 (meters) 1019.40 (feet) ADJUST
MB1366 88 minus 29 -0.20 SCALED
MB1366 ***********************************************************************
MB1366
MB1366 LAPLACE CORR- -0.29 DEFLEC90
MB1366 GEOID HEIGHT- -33.69 GEOID90
MB1366 MODELED GRAV- 980,181.9 NAVD88
MB1366
MB1366
MB1366 HORZ ORDER - FIRST
MB1366 VERT ORDER - FIRST CLASS 2
MB1366
MB1366
MB1366.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1366.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1366.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1366.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1366
MB1366; North East Scale Converg.
MB1366;SPC OH N - 161,731.899 678,167.046 0.99993955 +0 36 41.4 MT
MB1366;UTM 17 - 4,552,162.326 452,217.417 0.99962810 -0 22 27.5 MT
MB1366
MB1366: Primary Azimuth Mark Grid Az
MB1366:SPC OH N - WALL C OF A 179 20 32.3
MB1366:UTM 17 - WALL C OF A 180 19 41.2
MB1366
MB1366|---------------------------------------------------------------------|
MB1366| Pid Reference Object Distance Geod. AZ |
MB1366| dddmmss.ss|
MB1366| MB1364 WALL C OF A APPROX. 1.1 KM 1795713.7 |
MB1366| MB1367 WOODLAND C OF A 317.711 METERS 33406 |
MB1366|---------------------------------------------------------------------|
MB1366
MB1366_STATION MARK IS A SURVEY DISK
MB1366_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1366_THE MARK IS STAMPED: FAIR
MB1366
MB1366 HISTORY - Year Condition Recov. By
MB1366 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1366 HISTORY - 1963 CITY OF AKRON OHIO
MB1366
MB1366 STATION DESCRIPTION
MB1366
MB1366'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1366'THE STATION IS LOCATED AT THE CENTER OF THE INTERSECTION OF NORTH
MB1366'HAWKINS AVENUE AND FAIRFAX
MB1366'ROAD IN FRONT OF THE HOUSE AT 360 NORTH HAWKINS AVENUE, ABOUT 3-3/4
MB1366'MILES NORTHWEST OF DOWNTOWN AKRON.
MB1366'IT IS 33.7 FEET NORTHEAST OF POWER POLE NUMBER 44504, 34.2
MB1366'FEET NORTHWEST OF A POWER POLE BY A STREET SIGN
MB1366'AND 38 FEET SOUTHWEST OF A FIRE PLUG.
MB1366'THE MARK IS A CITY OF AKRON DISK STAMPED FAIR SET IN THE TOP OF A
MB1366'6 INCH SQUARE CONCRETE
MB1366'MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE
MB1366'AND COVERED WITH A 9 INCH IRON
MB1366'COVER.
MB1366'
MB1366'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
MB1366'
|
|
|
|
|
|
|
|
|
|
|
|
2224952.25
|
530615.375
|
0101000020960E00001DE774869CF94041237902CF6E312041
|
true
|
2011-11-28 05:08:00 -0500
|
false
|
41.11935055
|
-81.56918021666666666667
|
-81.5691802166667
|
41.1193505499999
|
2224953.05044259
|
530615.404315744
|
678167.046108993
|
161731.89869922
|
820
|
820
|
FALLS
|
MB1092
|
OH
|
Summit
|
|
USCGS
|
1933-12-31 00:00:00 -0500
|
DISK
|
FALLS 1934
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1937 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2013 GOOD COSE FIELD CREW HISTORY 2017 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
8
|
42.0
|
N
|
81
|
28
|
22.0
|
W
|
SCALED
|
-33.73
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
308.976
|
1013.7
|
ADJUST
|
|
|
|
|
|
|
|
980180.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
AT CUYAHOGA FALLS, SUMMIT COUNTY, 0.8 MILE NORTH ALONG THE
PENNSYLVANIA RAILROAD FROM THE STATION, 120 YARDS SOUTH OF THE
CROSSING OF FRONT STREET, AT BRIDGE 7-09 OVER CUYAHOGA RIVER,
IN THE TOP OF THE NORTH END OF THE WEST CONCRETE BALLAST DECK, 5.7
FEET WEST OF THE WEST RAIL, AND ABOUT 2/3 FOOT LOWER THAN THE TOP
OF THE RAIL. A STANDARD DISK, STAMPED FALLS 1934.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2017-10-26 00:00:00 -0400
|
SCE
|
UNABLE TO LOCATE
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1092 ***********************************************************************
MB1092 DESIGNATION - FALLS
MB1092 PID - MB1092
MB1092 STATE/COUNTY- OH/SUMMIT
MB1092
MB1092 HORZ DATUM - NAD 83(1986)
MB1092 VERT DATUM - NAVD 88
MB1092
MB1092 POSITION - 41 08 42. (N) 081 28 22. (W) SCALED
MB1092 83 minus 27 - +00. -01. SCALED
MB1092
MB1092 HEIGHT - 308.976 (meters) 1013.70 (feet) ADJUST
MB1092 88 minus 29 -0.206 ADJUSTED
MB1092 ***********************************************************************
MB1092
MB1092 GEOID HEIGHT- -33.73 GEOID90
MB1092 MODELED GRAV- 980,180.7 NAVD88
MB1092
MB1092
MB1092 VERT ORDER - FIRST CLASS 2
MB1092
MB1092
MB1092.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1092.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1092.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1092
MB1092
MB1092
MB1092
MB1092_STATION MARK IS A BENCH MARK DISK
MB1092_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1092_THE MARK IS STAMPED: FALLS 1934
MB1092
MB1092 HISTORY - Year Condition Recov. By
MB1092 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1092 HISTORY - 1937 GOOD NATIONAL GEODETIC SURVEY
MB1092 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1092
MB1092 STATION DESCRIPTION
MB1092
MB1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
MB1092'AT CUYAHOGA FALLS, SUMMIT COUNTY, 0.8 MILE NORTH ALONG THE
MB1092'PENNSYLVANIA RAILROAD FROM THE STATION, 120 YARDS SOUTH OF THE
MB1092'CROSSING OF STATE HIGHWAY 5, AT BRIDGE 7-09 OVER CUYAHOGA RIVER,
MB1092'IN THE TOP OF THE NORTH END OF THE WEST CONCRETE BALLAST DECK, 5.7
MB1092'FEET WEST OF THE WEST RAIL, AND ABOUT 2/3 FOOT LOWER THAN THE TOP
MB1092'OF THE RAIL. A STANDARD DISK, STAMPED FALLS 1934.
MB1092
MB1092 STATION RECOVERY (1983)
MB1092
MB1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1092'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2251350.0
|
540300.0
|
0101000020960E0000170CCFF9442D4141581261D5C37C2041
|
true
|
2013-07-29 07:01:00 -0400
|
false
|
41.145
|
-81.47277777777777777778
|
-81.4727777777778
|
41.1449999999999
|
2251401.95163108
|
540257.916756223
|
686228.687314527
|
164670.942369164
|
821
|
821
|
FELTER A C OF A
|
MB1172
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
4
|
36.01165
|
N
|
81
|
29
|
29.32249
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157065.117
|
684746.699
|
0.99993915
|
+
|
0
|
39
|
45.2
|
|
MT
|
|
|
|
|
319.08
|
1046.85
|
ADJUST
|
|
-0.17
|
DEFLEC90
|
|
|
|
|
980175.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
SEE STATION FELTER (ACS)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, AT THE INTERSECTION OF EAST BUCHTEL AVENUE AND HENRY
AVENUE, ABOUT 1 BLOCK WEST OF THE FRAUNFELTER SCHOOL, 13 FEET
NORTH OF THE CENTER LINE OF EAST BUCHTEL AVENUE, 11 FEET
SOUTHWEST OF A POWER LINE POLE, AND IS A DISK SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED ARKON SURVEY 1963.
|
2019-01-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1172 ***********************************************************************
MB1172 DESIGNATION - FELTER A C OF A
MB1172 PID - MB1172
MB1172 STATE/COUNTY- OH/SUMMIT
MB1172
MB1172 HORZ DATUM - NAD 83(1986)
MB1172 VERT DATUM - NAVD 88
MB1172
MB1172 POSITION - 41 04 36.01165(N) 081 29 29.32249(W) ADJUSTED
MB1172 83 minus 27 - +00.20084 -00.57626 ADJUSTED
MB1172
MB1172 HEIGHT - 319.080 (meters) 1046.85 (feet) ADJUST
MB1172 88 minus 29 -0.20 ADJ UNCHK
MB1172 ***********************************************************************
MB1172
MB1172 LAPLACE CORR- -0.17 DEFLEC90
MB1172 GEOID HEIGHT- -33.62 GEOID90
MB1172 MODELED GRAV- 980,175.8 NAVD88
MB1172
MB1172
MB1172 HORZ ORDER - SECOND
MB1172 VERT ORDER - FIRST CLASS 2
MB1172
MB1172
MB1172.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1172.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1172.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1172.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1172
MB1172; North East Scale Converg.
MB1172;SPC OH N - 157,065.117 684,746.699 0.99993915 +0 39 45.2 MT
MB1172;UTM 17 - 4,547,384.557 458,713.772 0.99962098 -0 19 22.6 MT
MB1172
MB1172
MB1172
MB1172_STATION MARK IS A SURVEY DISK
MB1172_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1172_THE MARK IS STAMPED: FELTER A
MB1172
MB1172 HISTORY - Year Condition Recov. By
MB1172 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1172 HISTORY - 1963 CITY OF AKRON OHIO
MB1172 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1172
MB1172 STATION DESCRIPTION
MB1172
MB1172'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1172'SEE STATION FELTER (ACS)
MB1172'
MB1172
MB1172 STATION RECOVERY (1964)
MB1172
MB1172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1172'AT AKRON, AT THE INTERSECTION OF EAST BUCHTEL AVENUE AND HENRY
MB1172'AVENUE, ABOUT 1 BLOCK WEST OF THE FRAUNFELTER SCHOOL, 13 FEET
MB1172'NORTH OF THE CENTER LINE OF EAST BUCHTEL AVENUE, 11 FEET
MB1172'SOUTHWEST OF A POWER LINE POLE, 9.7 FEET SOUTHWEST OF A STREET
MB1172'MARKER SIGN, AND IS A DISK SET IN THE TOP OF A CONCRETE POST 4
MB1172'INCHES UNDERGROUND ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST
MB1172'IRON COVER MARKED ARKON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2246540.0
|
515305.09375
|
0101000020960E0000C0768FE5C5234141D97266E3A1731F41
|
true
|
2013-06-12 05:21:00 -0400
|
false
|
41.07666990277777777778
|
-81.49147846944444444444
|
-81.4914784694444
|
41.0766699027776
|
2246539.79344067
|
515304.472070498
|
684746.698534113
|
157065.117217306
|
822
|
822
|
FELTER C OF A
|
MB1171
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK
|
FELTER
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE- 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
36.32799
|
N
|
81
|
29
|
23.42588
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157076.468
|
684884.217
|
0.99993915
|
+
|
0
|
39
|
49.0
|
|
MT
|
|
|
|
|
315.411
|
1034.81
|
ADJUST
|
|
-0.17
|
DEFLEC90
|
|
|
|
|
980175.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF DOWNTOWN AKRON, AT
THE SOUTHEAST CORNER OF THE
SCHOOL YARD OF THE FRAUNFELTER ELEMENTARY SCHOOL, ABOUT 64 PACES
EAST OF THE INTERSECTION OF
ARLINGTON STREET AND BUCHTEL AVENUE. IT IS A CITY OF AKRON
DISK STAMPED FELTER, SET IN THE TOP OF A 6
INCH SQUARE CONCRETE POST THAT IS 5 INCHES
UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH IRON MANHOLE
COVER, THAT IS FLUSH WITH THE
SURFACE OF THE GROUND. IT IS 30.4 FEET NORTH OF THE NORTH CURB OF
EAST BUCHTEL AVENUE, 18.8 FEET
NORTH OF THE CENTER OF A SIDEWALK, 31.7 FEET EAST OF THE CENTERLINE
OF A DRIVEWAY, 18.3 FEET WEST OF A
CYCLONE FENCE, 48.9 FEET SOUTH OF THE SOUTHEAST
CORNER OF THE SCHOOL BUILDING, AND 34 FEET NORTHWEST
OF A POWER POLE.LOCATED UNDER FENCE.
FELTER (ACS) IS LOCATED AT THE INTERSECTION OF EAST BUCHTEL AVENUE
AND HENRY AVENUE. IT IS
A CITY OF AKRON DISK STAMPED FELTER A, SET IN THE TOP OF A 6 INCH
SQUARE CONCRETE POST THAT IS 4
INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH
IRON MANHOLE COVER, THAT IS FLUSH WITH THE
SURFACE OF THE STREET. IT IS 6.2 FEET
SOUTHWEST OF THE NORTHEAST CURB OF THE INTERSECTION OF EAST
BUCHTEL AVENUE AND HENRY AVENUE,
13.3 FEET NORTH OF THE CENTERLINE OF EAST BUCHTEL AVENUE, 9.7 FEET
SOUTHWEST OF A STREET POLE SIGN,
AND 11 FEET WEST-SOUTHWEST OF A POWER POLE.
HEIGHT OF LIGHT ABOVE STATION MARK 26.38 METERS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF ARLINGTON STREET AND BUCHTEL
AVENUE, NEAR THE SOUTHEAST CORNER OF THE YARD FOR THE FRAUNFELTER
ELEMENTARY SCHOOL, 197 FEET NORTHEAST OF THE APPROXIMATE CENTER
OF THE INTERSECTION OF THE STREET AND AVENUE, 48.9 FEET SOUTH OF
THE SOUTHEAST CORNER OF THE SCHOOL, 34 FEET NORTHWEST OF A POWER
LINE POLE, 30.4 FEET NORTH OF THE NORTH CURB OF THE AVENUE, 18.3
FEET WEST OF A WIRE FENCE AT THE EAST SIDE OF THE SCHOOL YARD,
15.0 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, AND IS
A DISK SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDER GROUND
ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED
AKRON SURVEY 1963.
|
2019-01-07 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1171 ***********************************************************************
MB1171 DESIGNATION - FELTER C OF A
MB1171 PID - MB1171
MB1171 STATE/COUNTY- OH/SUMMIT
MB1171
MB1171 HORZ DATUM - NAD 83(1986)
MB1171 VERT DATUM - NAVD 88
MB1171
MB1171 POSITION - 41 04 36.32799(N) 081 29 23.42588(W) ADJUSTED
MB1171 83 minus 27 - +00.20095 -00.57644 ADJUSTED
MB1171
MB1171 HEIGHT - 315.411 (meters) 1034.81 (feet) ADJUST
MB1171 88 minus 29 -0.20 ADJ UNCHK
MB1171 ***********************************************************************
MB1171
MB1171 LAPLACE CORR- -0.17 DEFLEC90
MB1171 GEOID HEIGHT- -33.62 GEOID90
MB1171 MODELED GRAV- 980,175.8 NAVD88
MB1171
MB1171
MB1171 HORZ ORDER - FIRST
MB1171 VERT ORDER - FIRST CLASS 2
MB1171
MB1171
MB1171.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1171.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1171.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1171.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1171
MB1171; North East Scale Converg.
MB1171;SPC OH N - 157,076.468 684,884.217 0.99993915 +0 39 49.0 MT
MB1171;UTM 17 - 4,547,393.538 458,851.422 0.99962084 -0 19 18.7 MT
MB1171
MB1171: Primary Azimuth Mark Grid Az
MB1171:SPC OH N - HEIGHTS 100 01 54.0
MB1171:UTM 17 - HEIGHTS 101 01 01.7
MB1171
MB1171|---------------------------------------------------------------------|
MB1171| Pid Reference Object Distance Geod. AZ |
MB1171| dddmmss.ss|
MB1171| MB2698 HEIGHTS APPROX. 1.8 KM 1004143.0 |
MB1171| MB1172 FELTER A C OF A 137.995 METERS 26557 |
MB1171|---------------------------------------------------------------------|
MB1171
MB1171_STATION MARK IS A SURVEY DISK
MB1171_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1171_THE MARK IS STAMPED: FELTER
MB1171
MB1171 HISTORY - Year Condition Recov. By
MB1171 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1171 HISTORY - 1963 CITY OF AKRON OHIO
MB1171 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1171
MB1171 STATION DESCRIPTION
MB1171
MB1171'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1171'THE STATION IS LOCATED ABOUT 1-1/2 MILES EAST OF DOWNTOWN AKRON, AT
MB1171'THE SOUTHEAST CORNER OF THE
MB1171'SCHOOL YARD OF THE FRAUNFELTER ELEMENTARY SCHOOL, ABOUT 64 PACES
MB1171'EAST OF THE INTERSECTION OF
MB1171'ARLINGTON STREET AND BUCHTEL AVENUE. IT IS A CITY OF AKRON
MB1171'DISK STAMPED FELTER, SET IN THE TOP OF A 6
MB1171'INCH SQUARE CONCRETE POST THAT IS 5 INCHES
MB1171'UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH IRON MANHOLE
MB1171'COVER, THAT IS FLUSH WITH THE
MB1171'SURFACE OF THE GROUND. IT IS 30.4 FEET NORTH OF THE NORTH CURB OF
MB1171'EAST BUCHTEL AVENUE, 18.8 FEET
MB1171'NORTH OF THE CENTER OF A SIDEWALK, 31.7 FEET EAST OF THE CENTERLINE
MB1171'OF A DRIVEWAY, 18.3 FEET WEST OF A
MB1171'CYCLONE FENCE, 48.9 FEET SOUTH OF THE SOUTHEAST
MB1171'CORNER OF THE SCHOOL BUILDING, AND 34 FEET NORTHWEST
MB1171'OF A POWER POLE.
MB1171'
MB1171'FELTER (ACS) IS LOCATED AT THE INTERSECTION OF EAST BUCHTEL AVENUE
MB1171'AND HENRY AVENUE. IT IS
MB1171'A CITY OF AKRON DISK STAMPED FELTER A, SET IN THE TOP OF A 6 INCH
MB1171'SQUARE CONCRETE POST THAT IS 4
MB1171'INCHES UNDER A 3 FOOT SQUARE OF CONCRETE WITH A 9 INCH
MB1171'IRON MANHOLE COVER, THAT IS FLUSH WITH THE
MB1171'SURFACE OF THE STREET. IT IS 6.2 FEET
MB1171'SOUTHWEST OF THE NORTHEAST CURB OF THE INTERSECTION OF EAST
MB1171'BUCHTEL AVENUE AND HENRY AVENUE,
MB1171'13.3 FEET NORTH OF THE CENTERLINE OF EAST BUCHTEL AVENUE, 9.7 FEET
MB1171'SOUTHWEST OF A STREET POLE SIGN,
MB1171'AND 11 FEET WEST-SOUTHWEST OF A POWER POLE.
MB1171'
MB1171'HEIGHT OF LIGHT ABOVE STATION MARK 26.38 METERS.
MB1171'
MB1171
MB1171 STATION RECOVERY (1964)
MB1171
MB1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1171'AT AKRON, NEAR THE INTERSECTION OF ARLINGTON STREET AND BUCHTEL
MB1171'AVENUE, NEAR THE SOUTHEAST CORNER OF THE YARD FOR THE FRAUNFELTER
MB1171'ELEMENTARY SCHOOL, 197 FEET NORTHEAST OF THE APPROXIMATE CENTER
MB1171'OF THE INTERSECTION OF THE STREET AND AVENUE, 48.9 FEET SOUTH OF
MB1171'THE SOUTHEAST CORNER OF THE SCHOOL, 34 FEET NORTHWEST OF A POWER
MB1171'LINE POLE, 30.4 FEET NORTH OF THE NORTH CURB OF THE AVENUE, 18.3
MB1171'FEET WEST OF A WIRE FENCE AT THE EAST SIDE OF THE SCHOOL YARD,
MB1171'15.0 FEET NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK, AND IS
MB1171'A DISK SET IN THE TOP OF A CONCRETE POST 4 INCHES UNDER GROUND
MB1171'ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED
MB1171'AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2246991.75
|
515342.28125
|
0101000020960E0000C509067CA72441414DA5A4D736741F41
|
true
|
2013-06-12 05:20:00 -0400
|
false
|
41.076757775
|
-81.48984052222222222222
|
-81.4898405222222
|
41.0767577749998
|
2246990.96893427
|
515341.710589011
|
684884.2170996
|
157076.467540448
|
823
|
823
|
FIELD C OF A
|
MB1336
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
FIELD
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1965 CITY OF AKRON OHIO
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
25.49375
|
N
|
81
|
34
|
53.7776
|
W
|
ADJUSTED
|
-33.74
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
164059.901
|
677099.072
|
0.99993994
|
+
|
0
|
36
|
12.0
|
|
MT
|
|
|
|
|
324.658
|
1065.15
|
ADJUST
|
|
-0.21
|
DEFLEC90
|
|
|
|
|
980185.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
STATION IS ABOUT 5-1/4 MILES NORTHWEST OF DOWNTOWN AKRON, 1-1/2 MILES
WEST OF THE CUYAHOGA RIVER AND
0.3 MILE EAST OF THE INTERSECTION OF SAND RUN ROAD AND SMITH ROAD
ON RIGHT-OF-WAY OF SMITH ROAD. THE
MARK IS 23 FEET NORTH OF THE CENTERLINE OF SMITH
ROAD, 66 FEET WEST OF TELEPHONE POLE NUMBER 87247, 58
FEET WEST OF THE CENTER OF A
FIELD ROAD AND 79 FEET NORTHWEST OF A TWIN TRUNKED POPLAR TREE. IT
IS A CITY OF AKRON DISK STAMPED
FIELD SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
BELOW THE SURFACE OF A 3 FOOT
SQUARE OF CONCRETE AND COVERED OVER WITH AN 9 INCH
IRON COVER
HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
RECOVERY NOTE BY CITY OF AKRON OHIO 1965 (RJF)
FIELD MARK HAS BEEN DESTROYED, JUNE 1974,
DUE TO SEWER
CONSTRUCTION.
DISTANCE AND DIRECTION FROM NEAREST TOWN- 5-1/4 MI N.W. DOWNTOWN
AKRON.
|
1964-12-31 19:00:00 -0500
|
CITY OF AKRON
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1336 ***********************************************************************
MB1336 DESIGNATION - FIELD C OF A
MB1336 PID - MB1336
MB1336 STATE/COUNTY- OH/SUMMIT
MB1336
MB1336 HORZ DATUM - NAD 83(1986)
MB1336 VERT DATUM - NAVD 88
MB1336
MB1336 POSITION - 41 08 25.49375(N) 081 34 53.77760(W) ADJUSTED
MB1336 83 minus 27 - +00.19257 -00.55569 ADJUSTED
MB1336
MB1336 HEIGHT - 324.658 (meters) 1065.15 (feet) ADJUST
MB1336 88 minus 29 -0.20 ADJ UNCHK
MB1336 ***********************************************************************
MB1336
MB1336 LAPLACE CORR- -0.21 DEFLEC90
MB1336 GEOID HEIGHT- -33.74 GEOID90
MB1336 MODELED GRAV- 980,185.2 NAVD88
MB1336
MB1336
MB1336 HORZ ORDER - FIRST
MB1336 VERT ORDER - FIRST CLASS 2
MB1336
MB1336
MB1336.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1336.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1336.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1336.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1336
MB1336; North East Scale Converg.
MB1336;SPC OH N - 164,059.901 677,099.072 0.99993994 +0 36 12.0 MT
MB1336;UTM 17 - 4,554,507.630 451,189.977 0.99962932 -0 22 57.5 MT
MB1336
MB1336: Primary Azimuth Mark Grid Az
MB1336:SPC OH N - AKRON WYANT RD MUN SPIPE 223 37 19.6
MB1336:UTM 17 - AKRON WYANT RD MUN SPIPE 224 36 29.1
MB1336
MB1336|---------------------------------------------------------------------|
MB1336| Pid Reference Object Distance Geod. AZ |
MB1336| dddmmss.ss|
MB1336| MB2920 AKRON TV STATION WAKR MAST APPROX. 8.4 KM 1402825.9 |
MB1336| MB2919 AKRON ST PAULS EPIS CH SPIRE APPROX. 4.3 KM 1540015.5 |
MB1336| MB2886 AKRON WESTMINSTER PRESB SPIRE APPROX. 5.1 KM 1545522.6 |
MB1336| MB2929 AKRON WYANT RD MUN SPIPE APPROX. 3.0 KM 2241331.6 |
MB1336|---------------------------------------------------------------------|
MB1336
MB1336_STATION MARK IS A SURVEY DISK
MB1336_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1336_THE MARK IS STAMPED: FIELD
MB1336
MB1336 HISTORY - Year Condition Recov. By
MB1336 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1336 HISTORY - 1963 CITY OF AKRON OHIO
MB1336 HISTORY - 1965 CITY OF AKRON OHIO
MB1336
MB1336 STATION DESCRIPTION
MB1336
MB1336'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1336'STATION IS ABOUT 5-1/4 MILES NORTHWEST OF DOWNTOWN AKRON, 1-1/2 MILES
MB1336'WEST OF THE CUYAHOGA RIVER AND
MB1336'0.3 MILE EAST OF THE INTERSECTION OF SAND RUN ROAD AND SMITH ROAD
MB1336'ON RIGHT-OF-WAY OF SMITH ROAD. THE
MB1336'MARK IS 23 FEET NORTH OF THE CENTERLINE OF SMITH
MB1336'ROAD, 66 FEET WEST OF TELEPHONE POLE NUMBER 87247, 58
MB1336'FEET WEST OF THE CENTER OF A
MB1336'FIELD ROAD AND 79 FEET NORTHWEST OF A TWIN TRUNKED POPLAR TREE. IT
MB1336'IS A CITY OF AKRON DISK STAMPED
MB1336'FIELD SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES
MB1336'BELOW THE SURFACE OF A 3 FOOT
MB1336'SQUARE OF CONCRETE AND COVERED OVER WITH AN 9 INCH
MB1336'IRON COVER
MB1336'
MB1336'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
MB1336'
MB1336
MB1336 STATION RECOVERY (1965)
MB1336
MB1336'RECOVERY NOTE BY CITY OF AKRON OHIO 1965 (RJF)
MB1336'FIELD MARK HAS BEEN DESTROYED, JUNE 1974,
MB1336'DUE TO SEWER
MB1336'CONSTRUCTION.
MB1336'
MB1336'DISTANCE AND DIRECTION FROM NEAREST TOWN- 5-1/4 MI N.W. DOWNTOWN
MB1336'AKRON.
MB1336'
|
|
|
|
|
|
|
|
|
|
|
|
2221449.5
|
538253.3125
|
0101000020960E000045E7329AC4F240416C21BA621A6D2041
|
false
|
2005-03-17 07:53:00 -0500
|
false
|
41.14041493055555555555
|
-81.58160488888888888889
|
-81.5816048888889
|
41.1404149305554
|
2221449.20467845
|
538253.192826313
|
677099.071784134
|
164059.901293247
|
825
|
825
|
G 178
|
MB1230
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1980 GOOD LOCAL SURVEYORHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
32.0
|
N
|
81
|
27
|
47.0
|
W
|
SCALED
|
-33.57
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
318.672
|
1045.51
|
ADJUST
|
|
|
|
|
|
|
|
980170.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON AIRPORT, SET IN THE TOP OF NORTH EDGE OF CONCRETE WALL
OF CIRCULAR GRILL COVERED VENTILATOR SHAFT OF THE WEST ONE OF
FOUR BASEMENT WINDOWS ON NORTH SIDE OF ADMINISTRATION BUILDING,
3-1/4 FEET NORTH OF NORTH FACE OF BUILDING, 61 FEET EAST OF
NORTHWEST CORNER OF BUILDING AND 0.2 FOOT ABOVE LEVEL OF SIDEWALK.
RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
RECOVERED AS DESCRIBED.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1230 ***********************************************************************
MB1230 DESIGNATION - G 178
MB1230 PID - MB1230
MB1230 STATE/COUNTY- OH/SUMMIT
MB1230
MB1230 HORZ DATUM - NAD 83(1986)
MB1230 VERT DATUM - NAVD 88
MB1230
MB1230 POSITION - 41 02 32. (N) 081 27 47. (W) SCALED
MB1230 83 minus 27 - +00. -01. SCALED
MB1230
MB1230 HEIGHT - 318.672 (meters) 1045.51 (feet) ADJUST
MB1230 88 minus 29 -0.19 ADJ UNCHK
MB1230 ***********************************************************************
MB1230
MB1230 GEOID HEIGHT- -33.57 GEOID90
MB1230 MODELED GRAV- 980,170.2 NAVD88
MB1230
MB1230
MB1230 VERT ORDER - FIRST CLASS 2
MB1230
MB1230
MB1230.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1230.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1230.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1230
MB1230
MB1230
MB1230
MB1230_STATION MARK IS A BENCH MARK DISK
MB1230_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1230_THE MARK IS STAMPED: G 178 1954
MB1230
MB1230 HISTORY - Year Condition Recov. By
MB1230 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1230 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1230 HISTORY - 1980 GOOD LOCAL SURVEYOR
MB1230 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1230
MB1230 STATION DESCRIPTION
MB1230
MB1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1230'AT AKRON AIRPORT, SET IN THE TOP OF NORTH EDGE OF CONCRETE WALL
MB1230'OF CIRCULAR GRILL COVERED VENTILATOR SHAFT OF THE WEST ONE OF
MB1230'FOUR BASEMENT WINDOWS ON NORTH SIDE OF ADMINISTRATION BUILDING,
MB1230'3-1/4 FEET NORTH OF NORTH FACE OF BUILDING, 61 FEET EAST OF
MB1230'NORTHWEST CORNER OF BUILDING AND 0.2 FOOT ABOVE LEVEL OF SIDEWALK.
MB1230
MB1230 STATION RECOVERY (1980)
MB1230
MB1230'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
MB1230'RECOVERED AS DESCRIBED.
MB1230
MB1230 STATION RECOVERY (1989)
MB1230
MB1230'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1230'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2254523.75
|
502846.46875
|
0101000020960E0000208311495E3341417F0C7190FBB01E41
|
true
|
2012-05-08 04:12:00 -0400
|
false
|
41.04222222222222222222
|
-81.46305555555555555556
|
-81.4630555555556
|
41.0422222222221
|
2254524.57084693
|
502846.891056247
|
687180.463555071
|
153268.038930008
|
826
|
826
|
G 179
|
MB1302
|
OH
|
Summit
|
|
USCGS
|
1953-12-31 19:00:00 -0500
|
Disk set in Massive Structure
|
G 179 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1983 UNKNOWN - MARK NOT FOUND NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2002 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2011 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
0
|
46.0
|
N
|
81
|
36
|
17.0
|
W
|
SCALED
|
-33.49
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
295.059
|
968.04
|
ADJUST
|
|
|
|
|
|
|
|
980171.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT BARBERTON, ABOUT 0.1 MILE NORTH ALONG THE BALTIMORE AND OHIO
RAILROAD FROM THE STATION, AT THE OVERPASS OF TUSCARAWAW AVENUE
OVER THE TRACKS, IN THE TOP OF THE SOUTHEAST CORNER OF AN
OUTCROPPING LEDGE OF THE FIRST PIER WEST OF THE MAIN TRACK,
44 1/2 FEET WEST OF WEST RAIL OF MAIN WEST TRACK, 0.8 FOOT
SOUTHEAST OF SOUTHEAST CORNER OF PIER, ABOUT 1/2 FOOT BELOW LEVEL
OF TRACK AND ABOUT 3 INCHES ABOVE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MARK NOT FOUND.
TUSCARAWAS AVE HAS BEEN RELOCATED AND THE STRUCTURE REMOVED
|
2013-09-08 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1302 ***********************************************************************
MB1302 DESIGNATION - G 179
MB1302 PID - MB1302
MB1302 STATE/COUNTY- OH/SUMMIT
MB1302
MB1302 HORZ DATUM - NAD 83(1986)
MB1302 VERT DATUM - NAVD 88
MB1302
MB1302 POSITION - 41 00 46. (N) 081 36 17. (W) SCALED
MB1302 83 minus 27 - +00. -01. SCALED
MB1302
MB1302 HEIGHT - 295.059 (meters) 968.04 (feet) ADJUST
MB1302 88 minus 29 -0.21 ADJ UNCHK
MB1302 ***********************************************************************
MB1302
MB1302 GEOID HEIGHT- -33.49 GEOID90
MB1302 MODELED GRAV- 980,171.5 NAVD88
MB1302
MB1302
MB1302 VERT ORDER - FIRST CLASS 2
MB1302
MB1302
MB1302.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1302.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1302.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1302
MB1302
MB1302
MB1302
MB1302_STATION MARK IS A BENCH MARK DISK
MB1302_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1302_THE MARK IS STAMPED: G 179 1954
MB1302
MB1302 HISTORY - Year Condition Recov. By
MB1302 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1302 HISTORY - 1983 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1302 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB1302
MB1302 STATION DESCRIPTION
MB1302
MB1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1302'AT BARBERTON, ABOUT 0.1 MILE NORTH ALONG THE BALTIMORE AND OHIO
MB1302'RAILROAD FROM THE STATION, AT THE OVERPASS OF TUSCARAWAW AVENUE
MB1302'OVER THE TRACKS, IN THE TOP OF THE SOUTHEAST CORNER OF AN
MB1302'OUTCROPPING LEDGE OF THE FIRST PIER WEST OF THE MAIN TRACK,
MB1302'44 1/2 FEET WEST OF WEST RAIL OF MAIN WEST TRACK, 0.8 FOOT
MB1302'SOUTHEAST OF SOUTHEAST CORNER OF PIER, ABOUT 1/2 FOOT BELOW LEVEL
MB1302'OF TRACK AND ABOUT 3 INCHES ABOVE GROUND.
MB1302
MB1302 STATION RECOVERY (1983)
MB1302
MB1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1302'MARK NOT FOUND.
|
|
|
|
|
|
|
|
|
|
|
|
2215560.0
|
491687.65625
|
0101000020960E0000F17436D743E740414D87257F9C021E41
|
true
|
2013-09-10 09:00:00 -0400
|
false
|
41.01277777777777777778
|
-81.60472222222222222222
|
-81.6047222222222
|
41.0127777777776
|
2215559.68134939
|
491687.124166597
|
675303.941483177
|
149866.535179032
|
827
|
827
|
G 301
|
MB1359
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 00:00:00 -0500
|
DISK IN CONC
|
G 301 1963
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2006 GOOD SCEHISTORY - 2012 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
8
|
25.0
|
N
|
81
|
35
|
13.0
|
W
|
SCALED
|
-33.74
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
317.87
|
1042.88
|
ADJUST
|
|
|
|
|
|
|
|
980184.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, IN THE NORTHWEST PART OF THE CITY, AT THE INTERSECTION
OF SAND RUN ROAD AND SMITH ROAD, ABOUT 0.4 MILE NORTH OF THE
INTERSECTION OF SAND RUN ROAD AND SAND RUN PARKWAY, 42 FEET EAST
OF THE CENTER LINE OF SAND RUN ROAD, 28 FEET SOUTH OF THE CENTER
LINE OF SMITH ROAD, 10 1/2 FEET EAST OF POWER LINE POLE NO. NH
028, 2 1/2 FEET EAST OF POWER LINE BRACE POLE NO. 87259, 53 FEET
SOUTHEAST OF THE CENTER OF THE INTERSECTION, 1 FOOT ABOVE
THE LEVEL OF SMITH ROAD AND SET IN THE TOP OF A CONCRETE POST
PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
|
2018-09-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1359 ***********************************************************************
MB1359 DESIGNATION - G 301
MB1359 PID - MB1359
MB1359 STATE/COUNTY- OH/SUMMIT
MB1359
MB1359 HORZ DATUM - NAD 83(1986)
MB1359 VERT DATUM - NAVD 88
MB1359
MB1359 POSITION - 41 08 25. (N) 081 35 13. (W) SCALED
MB1359 83 minus 27 - +00. -01. SCALED
MB1359
MB1359 HEIGHT - 317.870 (meters) 1042.88 (feet) ADJUST
MB1359 88 minus 29 -0.20 ADJ UNCHK
MB1359 ***********************************************************************
MB1359
MB1359 GEOID HEIGHT- -33.74 GEOID90
MB1359 MODELED GRAV- 980,184.9 NAVD88
MB1359
MB1359
MB1359 VERT ORDER - FIRST CLASS 2
MB1359
MB1359
MB1359.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1359.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1359.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1359
MB1359
MB1359
MB1359
MB1359_STATION MARK IS A BENCH MARK DISK
MB1359_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1359_THE MARK IS STAMPED: G 301 1963
MB1359
MB1359 HISTORY - Year Condition Recov. By
MB1359 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1359
MB1359 STATION DESCRIPTION
MB1359
MB1359'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1359'AT AKRON, IN THE NORTHWEST PART OF THE CITY, AT THE INTERSECTION
MB1359'OF SAND RUN ROAD AND SMITH ROAD, ABOUT 0.4 MILE NORTH OF THE
MB1359'INTERSECTION OF SAND RUN ROAD AND SAND RUN PARKWAY, 42 FEET EAST
MB1359'OF THE CENTER LINE OF SAND RUN ROAD, 28 FEET SOUTH OF THE CENTER
MB1359'LINE OF SMITH ROAD, 10 1/2 FEET EAST OF POWER LINE POLE NO. NH
MB1359'028, 2 1/2 FEET EAST OF POWER LINE BRACE POLE NO. 87259, 53 FEET
MB1359'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 1 FOOT ABOVE
MB1359'THE LEVEL OF SMITH ROAD AND SET IN THE TOP OF A CONCRETE POST
MB1359'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2219979.0
|
538187.8125
|
0101000020960E0000D2900E91E5EF4041ED7FAB91976C2041
|
true
|
2012-08-30 10:41:00 -0400
|
false
|
41.14027777777777777777
|
-81.58694444444444444444
|
-81.5869444444444
|
41.1402777777776
|
2219979.13325701
|
538187.784511564
|
676650.993118723
|
164039.96479904
|
828
|
828
|
G 302
|
MB1334
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK
|
G 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1991 GOOD UNITED STATES POWER SQUADRON - 2021 RESET COSE FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
8
|
19.0
|
N
|
81
|
33
|
41.0
|
W
|
SCALED
|
-33.73
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
229.094
|
751.62
|
ADJUST
|
|
|
|
|
|
|
|
980184.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.75 MILE NORTHWEST ALONG RIVERVIEW ROAD FROM
THE INTERSECTION OF PENINSULA ROAD, SET IN THE TOP OF THE
SOUTHEAST END OF THE SOUTHWEST CONCRETE FOOTING OF THE SOUTHWEST
BANISTER OF A 15-FOOT BRIDGE OVER SAND RUN, 20 FEET SOUTHWEST OF
THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE THE LEVEL OF
THE ROAD. NOTE-- ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF
SMITH ROAD.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1991 (MRP)
RECOVERED IN GOOD CONDITION
2021 NEW BRIDGE AT THIS LOCATION. DISK MARKED G 302 RESET
|
2021-06-04 00:00:00 -0400
|
COSE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1334 ***********************************************************************
MB1334 DESIGNATION - G 302
MB1334 PID - MB1334
MB1334 STATE/COUNTY- OH/SUMMIT
MB1334
MB1334 HORZ DATUM - NAD 83(1986)
MB1334 VERT DATUM - NAVD 88
MB1334
MB1334 POSITION - 41 08 19. (N) 081 33 41. (W) SCALED
MB1334 83 minus 27 - +00. -01. SCALED
MB1334
MB1334 HEIGHT - 229.094 (meters) 751.62 (feet) ADJUST
MB1334 88 minus 29 -0.20 ADJ UNCHK
MB1334 ***********************************************************************
MB1334
MB1334 GEOID HEIGHT- -33.73 GEOID90
MB1334 MODELED GRAV- 980,184.9 NAVD88
MB1334
MB1334
MB1334 VERT ORDER - FIRST CLASS 2
MB1334
MB1334
MB1334.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1334.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1334.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1334
MB1334
MB1334
MB1334
MB1334_STATION MARK IS A BENCH MARK DISK
MB1334_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1334_THE MARK IS STAMPED: G 302 1964
MB1334
MB1334 HISTORY - Year Condition Recov. By
MB1334 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1334 HISTORY - 1991 GOOD UNITED STATES POWER SQUADRON
MB1334
MB1334 STATION DESCRIPTION
MB1334
MB1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1334'AT AKRON, ABOUT 0.75 MILE NORTHWEST ALONG RIVERVIEW ROAD FROM
MB1334'THE INTERSECTION OF PENINSULA ROAD, SET IN THE TOP OF THE
MB1334'SOUTHEAST END OF THE SOUTHWEST CONCRETE FOOTING OF THE SOUTHWEST
MB1334'BANISTER OF A 15-FOOT BRIDGE OVER SAND RUN, 20 FEET SOUTHWEST OF
MB1334'THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE THE LEVEL OF
MB1334'THE ROAD. NOTE-- ABOUT 0.2 MILE SOUTHEAST OF THE JUNCTION OF
MB1334'SMITH ROAD.
MB1334
MB1334 STATION RECOVERY (1991)
MB1334
MB1334'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1991 (MRP)
MB1334'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2227024.75
|
537655.25
|
0101000020960E00005DAFE107A8FD40419B039C9F6E682041
|
false
|
2006-10-31 09:41:00 -0500
|
false
|
41.13861111111111111111
|
-81.56138888888888888889
|
-81.5613888888889
|
41.138611111111
|
2227024.06157486
|
537655.311737168
|
678798.2915646
|
163877.666772805
|
829
|
829
|
FIRESTONE A C OF A
|
MB1411
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2011 GOOD SCE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
2
|
49.0989
|
N
|
81
|
31
|
44.9745
|
W
|
ADJUSTED
|
-33.57
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153731.479
|
681617.174
|
0.99993921
|
+
|
0
|
38
|
16.1
|
|
MT
|
|
|
|
|
304.273
|
998.27
|
ADJUST
|
|
-0.4
|
DEFLEC90
|
|
|
|
|
980172.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
FIRESTONE (ACS) A IS A CITY OF AKRON DISK STAMPED FIRESTONE A, SET IN
THE TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 6 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
THAT IS 2 INCHES UNDERGROUND, WITH A
9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
TOP OF THE GROUND. IT IS LOCATED IN THE MEDIAN ON
FIRESTONE PARKWAY, AT THE INTERSECTION
WITH WEST ARCHWOOD AVENUE. IT IS 13 FEET WEST OF THE EAST CURB OF
THE NORTH BOUND LANE OF FIRESTONE
PARKWAY, 14.9 FEET EAST OF THE WEST CURB OF THE SOUTH BOUND LANE OF
FIRESTONE PARKWAY, 8 FEET NORTH OF A
POWER POLE, AND 19.4 FEET NORTH OF THE SOUTH END OF THE MEDIAN.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF FIRESTONE PARKWAY AND WEST
ARCHWOOD AVENUE, IN THE FIRESTONE PARKWAY MEDIAN, ABOUT 0.2
MILE NORTH OF THE MAIN ENTRANCE TO THE FIRESTONE PLANT NO. 2,
14.9 FEET EAST OF THE EAST CURB OF THE SOUTH-BOUND LANE OF THE
PARKWAY, 13.0 FEET WEST OF THE WEST CURB OF THE NORTH-BOUND LANE
OF THE PARKWAY, 19.4 FEET NORTH OF THE SOUTH END OF THE MEDIAN, 9
FEET NORTH OF A POWER LINE POLE, AND IS A DISK SET IN THE TOP
OF A CONCRETE POST 6 INCHES UNDERGROUND ACCESS TO WHICH IS HAD
THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
DESCRIBED BY SUMMIT COUNTY ENGINEER 2011
FIRESTONE (ACS) A IS A CITY OF AKRON DISK STAMPED FIRESTONE A, SET IN
THE TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 6 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
THAT IS 2 INCHES UNDERGROUND, WITH A
9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
TOP OF THE GROUND. IT IS LOCATED IN THE MEDIAN ON
FIRESTONE PARKWAY, AT THE INTERSECTION
WITH WEST ARCHWOOD AVENUE. IT IS 12.4 FEET WEST OF THE EAST CURB OF
THE NORTH BOUND LANE OF FIRESTONE
PARKWAY, 14.9 FEET EAST OF THE WEST CURB OF THE SOUTH BOUND LANE OF
FIRESTONE PARKWAY, 2.5 FEET NORTH OF A
POWER POLE, AND 19.4 FEET NORTH OF THE SOUTH END OF THE MEDIAN.
|
2018-06-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1411 ***********************************************************************
MB1411 DESIGNATION - FIRESTONE A C OF A
MB1411 PID - MB1411
MB1411 STATE/COUNTY- OH/SUMMIT
MB1411
MB1411 HORZ DATUM - NAD 83(1986)
MB1411 VERT DATUM - NAVD 88
MB1411
MB1411 POSITION - 41 02 49.09890(N) 081 31 44.97450(W) ADJUSTED
MB1411 83 minus 27 - +00.19867 -00.57443 ADJUSTED
MB1411
MB1411 HEIGHT - 304.273 (meters) 998.27 (feet) ADJUST
MB1411 88 minus 29 -0.20 ADJ UNCHK
MB1411 ***********************************************************************
MB1411
MB1411 LAPLACE CORR- -0.40 DEFLEC90
MB1411 GEOID HEIGHT- -33.57 GEOID90
MB1411 MODELED GRAV- 980,172.7 NAVD88
MB1411
MB1411
MB1411 HORZ ORDER - SECOND
MB1411 VERT ORDER - FIRST CLASS 2
MB1411
MB1411
MB1411.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1411.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1411.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1411.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1411
MB1411; North East Scale Converg.
MB1411;SPC OH N - 153,731.479 681,617.174 0.99993921 +0 38 16.1 MT
MB1411;UTM 17 - 4,544,106.269 455,528.390 0.99962434 -0 20 51.0 MT
MB1411
MB1411
MB1411
MB1411_STATION MARK IS A SURVEY DISK
MB1411_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1411_THE MARK IS STAMPED: FIRESTONE A
MB1411
MB1411 HISTORY - Year Condition Recov. By
MB1411 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1411 HISTORY - 1963 CITY OF AKRON OHIO
MB1411 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1411
MB1411 STATION DESCRIPTION
MB1411
MB1411'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1411'FIRESTONE (ACS) A IS A CITY OF AKRON DISK STAMPED FIRESTONE A, SET IN
MB1411'THE TOP OF A 6 INCH SQUARE
MB1411'CONCRETE POST THAT IS 6 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
MB1411'THAT IS 2 INCHES UNDERGROUND, WITH A
MB1411'9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
MB1411'TOP OF THE GROUND. IT IS LOCATED IN THE MEDIAN ON
MB1411'FIRESTONE PARKWAY, AT THE INTERSECTION
MB1411'WITH WEST ARCHWOOD AVENUE. IT IS 13 FEET WEST OF THE EAST CURB OF
MB1411'THE NORTH BOUND LANE OF FIRESTONE
MB1411'PARKWAY, 14.9 FEET EAST OF THE WEST CURB OF THE SOUTH BOUND LANE OF
MB1411'FIRESTONE PARKWAY, 8 FEET NORTH OF A
MB1411'POWER POLE, AND 19.4 FEET NORTH OF THE SOUTH END OF THE MEDIAN.
MB1411'
MB1411
MB1411 STATION RECOVERY (1964)
MB1411
MB1411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1411'AT AKRON, NEAR THE INTERSECTION OF FIRESTONE PARKWAY AND WEST
MB1411'ARCHWOOD AVENUE, IN THE FIRESTONE PARKWAY MEDIAN, ABOUT 0.2
MB1411'MILE NORTH OF THE MAIN ENTRANCE TO THE FIRESTONE PLANT NO. 2,
MB1411'14.9 FEET EAST OF THE EAST CURB OF THE SOUTH-BOUND LANE OF THE
MB1411'PARKWAY, 13.0 FEET WEST OF THE WEST CURB OF THE NORTH-BOUND LANE
MB1411'OF THE PARKWAY, 19.4 FEET NORTH OF THE SOUTH END OF THE MEDIAN, 9
MB1411'FEET NORTH OF A POWER LINE POLE, AND IS A DISK SET IN THE TOP
MB1411'OF A CONCRETE POST 6 INCHES UNDERGROUND ACCESS TO WHICH IS HAD
MB1411'THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2236272.25
|
504366.78125
|
0101000020960E000086915A2CB80F41410794B06FBDC81E41
|
true
|
2011-11-28 05:23:00 -0500
|
false
|
41.04697191666666666666
|
-81.52915958333333333334
|
-81.5291595833333
|
41.0469719166665
|
2236272.34651393
|
504367.35907203
|
681617.174451794
|
153731.478508093
|
830
|
830
|
FIRESTONE B C OF A
|
MB1412
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2011 GOOD SCE SURVEY CREW - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
2
|
39.01342
|
N
|
81
|
31
|
45.14964
|
W
|
ADJUSTED
|
-33.56
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153420.349
|
681616.548
|
0.99993922
|
+
|
0
|
38
|
15.9
|
|
MT
|
|
|
|
|
302.889
|
993.73
|
ADJUST
|
|
-0.42
|
DEFLEC90
|
|
|
|
|
980172.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
FIRESTONE (ACS) B IS A CITY OF AKRON DISK STAMPED FIRESTONE B, SET IN
THE TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 6 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
THAT IS 2 INCHES UNDERGROUND, WITH A
9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
TOP OF THE GROUND. IT IS LOCATED IN THE MEDIAN ON
FIRESTONE PARKWAY, AT THE MAIN
ENTRANCE TO THE PLANT, AT THE INTERSECTION WITH BROOKSIDE AVENUE. IT
IS 64.8 FEET SOUTH OF A POWER
POLE, 9.6 FEET NORTH OF A POWER POLE, 15.8 FEET EAST OF THE WEST CURB
OF THE SOUTH BOUND LANE OF
FIRESTONE PARKWAY, AND 10.7 FEET WEST OF THE EAST CURB OF
THE NORTH BOUND LANE OF FIRESTONE PARKWAY.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF FIRESTONE PARKWAY AND BROOKSIDE
AVENUE, AT THE MAIN ENTRANCE TO THE FIRESTONE PLANT NO. 2, IN THE
FIRESTONE PARKWAY MEDIAN, 15.8 FEET EAST OF THE EAST CURB OF THE
SOUTH-BOUND LANE OF THE PARKWAY, 10.7 FEET WEST OF THE WEST CURB
OF THE NORTH-BOUND LANE OF THE PARKWAY, 12.4 FEET NORTH OF THE
NORTH CURB OF BROOKSIDE AVENUE, 58 FEET NORTHEAST AND ACROSS
SOUTH-BOUND LANE OF PARKWAY FROM THE CENTER OF MAIN ENTRANCE TO
PLANT NO. 2, 65.5 FEET SOUTH OF POWER LINE POLE NO. 28920, AND
IS A DISK ON THE TOP OF A CONCRETE POST 2 INCHES UNDERGROUND ACCESS
TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
SURVEY 1963.
RECOVERY NOTE BY SUMMIT COUNTY ENGINEER 2011
AT AKRON, NEAR THE INTERSECTION OF FIRESTONE PARKWAY AND BROOKSIDE
AVENUE, AT THE MAIN ENTRANCE TO THE FIRESTONE PLANT NO. 2 (1560 FIRESTONE PARKWAY), IN THE
FIRESTONE PARKWAY MEDIAN, 16.8 FEET EAST OF THE EAST CURB OF THE
SOUTH-BOUND LANE OF THE PARKWAY,11.3 FEET WEST OF THE WEST CURB
OF THE NORTH-BOUND LANE OF THE PARKWAY, 24.4 FEET NORTH OF THE
NORTH CURB OF BROOKSIDE AVENUE, 58 FEET NORTHEAST AND ACROSS
SOUTH-BOUND LANE OF PARKWAY FROM THE CENTER OF MAIN ENTRANCE TO
PLANT NO. 2, 65.5 FEET SOUTH OF POWER LINE POLE NO. 28920, AND
IS A DISK ON THE TOP OF A CONCRETE POST 2 INCHES UNDERGROUND ACCESS
TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
SURVEY 1963.
|
2017-09-26 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1412 ***********************************************************************
MB1412 DESIGNATION - FIRESTONE B C OF A
MB1412 PID - MB1412
MB1412 STATE/COUNTY- OH/SUMMIT
MB1412
MB1412 HORZ DATUM - NAD 83(1986)
MB1412 VERT DATUM - NAVD 88
MB1412
MB1412 POSITION - 41 02 39.01342(N) 081 31 45.14964(W) ADJUSTED
MB1412 83 minus 27 - +00.19901 -00.57472 ADJUSTED
MB1412
MB1412 HEIGHT - 302.889 (meters) 993.73 (feet) ADJUST
MB1412 88 minus 29 -0.20 ADJ UNCHK
MB1412 ***********************************************************************
MB1412
MB1412 LAPLACE CORR- -0.42 DEFLEC90
MB1412 GEOID HEIGHT- -33.56 GEOID90
MB1412 MODELED GRAV- 980,172.4 NAVD88
MB1412
MB1412
MB1412 HORZ ORDER - SECOND
MB1412 VERT ORDER - FIRST CLASS 2
MB1412
MB1412
MB1412.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1412.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1412.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1412.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1412
MB1412; North East Scale Converg.
MB1412;SPC OH N - 153,420.349 681,616.548 0.99993922 +0 38 15.9 MT
MB1412;UTM 17 - 4,543,795.294 455,522.415 0.99962435 -0 20 51.0 MT
MB1412
MB1412
MB1412
MB1412_STATION MARK IS A SURVEY DISK
MB1412_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1412_THE MARK IS STAMPED: FIRESTONE B
MB1412
MB1412 HISTORY - Year Condition Recov. By
MB1412 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1412 HISTORY - 1963 CITY OF AKRON OHIO
MB1412 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1412
MB1412 STATION DESCRIPTION
MB1412
MB1412'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1412'FIRESTONE (ACS) B IS A CITY OF AKRON DISK STAMPED FIRESTONE B, SET IN
MB1412'THE TOP OF A 6 INCH SQUARE
MB1412'CONCRETE POST THAT IS 6 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
MB1412'THAT IS 2 INCHES UNDERGROUND, WITH A
MB1412'9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE
MB1412'TOP OF THE GROUND. IT IS LOCATED IN THE MEDIAN ON
MB1412'FIRESTONE PARKWAY, AT THE MAIN
MB1412'ENTRANCE TO THE PLANT, AT THE INTERSECTION WITH BROOKSIDE AVENUE. IT
MB1412'IS 64.8 FEET SOUTH OF A POWER
MB1412'POLE, 9.6 FEET NORTH OF A POWER POLE, 15.8 FEET EAST OF THE WEST CURB
MB1412'OF THE SOUTH BOUND LANE OF
MB1412'FIRESTONE PARKWAY, AND 10.7 FEET WEST OF THE EAST CURB OF
MB1412'THE NORTH BOUND LANE OF FIRESTONE PARKWAY.
MB1412'
MB1412
MB1412 STATION RECOVERY (1964)
MB1412
MB1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1412'AT AKRON, NEAR THE INTERSECTION OF FIRESTONE PARKWAY AND BROOKSIDE
MB1412'AVENUE, AT THE MAIN ENTRANCE TO THE FIRESTONE PLANT NO. 2, IN THE
MB1412'FIRESTONE PARKWAY MEDIAN, 15.8 FEET EAST OF THE EAST CURB OF THE
MB1412'SOUTH-BOUND LANE OF THE PARKWAY, 10.7 FEET WEST OF THE WEST CURB
MB1412'OF THE NORTH-BOUND LANE OF THE PARKWAY, 12.4 FEET NORTH OF THE
MB1412'NORTH CURB OF BROOKSIDE AVENUE, 58 FEET NORTHEAST AND ACROSS
MB1412'SOUTH-BOUND LANE OF PARKWAY FROM THE CENTER OF MAIN ENTRANCE TO
MB1412'PLANT NO. 2, 65.5 FEET SOUTH OF POWER LINE POLE NO. 28920, AND
MB1412'IS A DISK ON THE TOP OF A CONCRETE POST 2 INCHES UNDERGROUND ACCESS
MB1412'TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON
MB1412'SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2236271.0
|
503346.59375
|
0101000020960E0000647F1325B70F4141FBB64E60CAB81E41
|
true
|
2011-11-28 05:29:00 -0500
|
false
|
41.04417039444444444444
|
-81.52920823333333333334
|
-81.5292082333333
|
41.0441703944443
|
2236270.28965752
|
503346.594050273
|
681616.547520707
|
153420.348707206
|
832
|
832
|
FLAT C OF A
|
MB1419
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1975 CITY OF AKRON OHIOHISTORY - 2003 UNABLE TO LOCATE PAUL HARVEYHISTORY - 2011 UNABLE TO LOCATE SCE SURVEY CREWHISTORY - 2013 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
43.63549
|
N
|
81
|
31
|
45.8965
|
W
|
ADJUSTED
|
-33.54
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
151712.038
|
681618.116
|
0.99993937
|
+
|
0
|
38
|
15.5
|
|
MT
|
|
|
|
|
295.44
|
969.29
|
ADJUST
|
|
-0.5
|
DEFLEC90
|
|
|
|
|
980171.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF DOWNTOWN AKRON, IN
THE WEST BOUND LANE OF
WATERLOO ROAD, AT THE INTERSECTION OF WATERLOO ROAD, AND SYCAMORE
AVENUE, 0.1 MILE WEST OF SOUTH MAIN
STREET. IT IS A CITY OF AKRON DISK STAMPED FLAT, SET IN
THE TOP OF 6 INCH SQUARE CONCRETE POST THAT IS
5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
WITH A 9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE SURFACE
OF THE STREET. IT IS 58.4 FEET
SOUTHWEST OF A FIRE HYDRANT, 36.3 FEET WEST-SOUTHWEST OF THE STREET
POLE SIGN, AND 17 FEET NORTH OF THE
CENTERLINE OF WATERLOO ROAD.
RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
FLAT MARK O.K. -SET IN 9 INCH DIA. C.I. BOX
COVER BROKEN AND
MARK PAVED OVER
WITH 4 INCH ASPHALT (W.B. LANE
WATERLOO ROAD)
DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES S. OF DOWNTOWN
AKRON
WAS REPORTED UNABLE TO LOCATE BY PAUL HARVEY IN 2003
RECOVERY NOTE SUMMIT COUNTY 2013
IN WEST BOUND CURB LANE OF WATERLOO RD IN A ROUND BOX WITH LID MARKED "WATER"
|
2021-11-08 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1419 ***********************************************************************
MB1419 DESIGNATION - FLAT C OF A
MB1419 PID - MB1419
MB1419 STATE/COUNTY- OH/SUMMIT
MB1419
MB1419 HORZ DATUM - NAD 83(1986)
MB1419 VERT DATUM - NAVD 88
MB1419
MB1419 POSITION - 41 01 43.63549(N) 081 31 45.89650(W) ADJUSTED
MB1419 83 minus 27 - +00.19919 -00.57663 ADJUSTED
MB1419
MB1419 HEIGHT - 295.440 (meters) 969.29 (feet) ADJUST
MB1419 88 minus 29 -0.20 ADJ UNCHK
MB1419 ***********************************************************************
MB1419
MB1419 LAPLACE CORR- -0.50 DEFLEC90
MB1419 GEOID HEIGHT- -33.54 GEOID90
MB1419 MODELED GRAV- 980,171.2 NAVD88
MB1419
MB1419
MB1419 HORZ ORDER - FIRST
MB1419 VERT ORDER - FIRST CLASS 2
MB1419
MB1419
MB1419.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1419.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1419.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1419.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1419
MB1419; North East Scale Converg.
MB1419;SPC OH N - 151,712.038 681,618.116 0.99993937 +0 38 15.5 MT
MB1419;UTM 17 - 4,542,087.747 455,494.619 0.99962438 -0 20 51.1 MT
MB1419
MB1419: Primary Azimuth Mark Grid Az
MB1419:SPC OH N - CROSS C OF A 089 46 51.8
MB1419:UTM 17 - CROSS C OF A 090 45 58.4
MB1419
MB1419|---------------------------------------------------------------------|
MB1419| Pid Reference Object Distance Geod. AZ |
MB1419| dddmmss.ss|
MB1419| MB1426 CROSS C OF A APPROX. 0.8 KM 0902507.3 |
MB1419| MB2894 AKRON RADIO STA WAKR NW MAST APPROX. 2.3 KM 1090738.7 |
MB1419| MB2897 AKRON RADIO STA WAKR SW MAST APPROX. 2.3 KM 1095920.9 |
MB1419|---------------------------------------------------------------------|
MB1419
MB1419_STATION MARK IS A SURVEY DISK
MB1419_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1419_THE MARK IS STAMPED: FLAT
MB1419
MB1419 HISTORY - Year Condition Recov. By
MB1419 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1419 HISTORY - 1963 CITY OF AKRON OHIO
MB1419 HISTORY - 1975 CITY OF AKRON OHIO
MB1419
MB1419 STATION DESCRIPTION
MB1419
MB1419'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1419'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF DOWNTOWN AKRON, IN
MB1419'THE WEST BOUND LANE OF
MB1419'WATERLOO ROAD, AT THE INTERSECTION OF WATERLOO ROAD, AND SYCAMORE
MB1419'AVENUE, 0.1 MILE WEST OF SOUTH MAIN
MB1419'STREET. IT IS A CITY OF AKRON DISK STAMPED FLAT, SET IN
MB1419'THE TOP OF 6 INCH SQUARE CONCRETE POST THAT IS
MB1419'5 INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
MB1419'WITH A 9 INCH IRON MANHOLE COVER THAT IS FLUSH WITH THE SURFACE
MB1419'OF THE STREET. IT IS 58.4 FEET
MB1419'SOUTHWEST OF A FIRE HYDRANT, 36.3 FEET WEST-SOUTHWEST OF THE STREET
MB1419'POLE SIGN, AND 17 FEET NORTH OF THE
MB1419'CENTERLINE OF WATERLOO ROAD.
MB1419'
MB1419
MB1419 STATION RECOVERY (1975)
MB1419
MB1419'RECOVERY NOTE BY CITY OF AKRON OHIO 1975 (RJF)
MB1419'FLAT MARK O.K. -SET IN 9 INCH DIA. C.I. BOX
MB1419'COVER BROKEN AND
MB1419'MARK PAVED OVER
MB1419'WITH 4 INCH ASPHALT (W.B. LANE
MB1419'WATERLOO ROAD)
MB1419'
MB1419'DISTANCE AND DIRECTION FROM NEAREST TOWN- 3-1/2 MILES S. OF DOWNTOWN
MB1419'AKRON
MB1419'
|
|
|
|
|
|
|
|
|
|
|
|
2236274.5
|
497742.59375
|
0101000020960E000061AFEAB7B90F414156E087A437611E41
|
true
|
2013-09-10 09:05:00 -0400
|
false
|
41.02878763611111111111
|
-81.52941569444444444445
|
-81.5294156944444
|
41.028787636111
|
2236275.43684952
|
497741.910674577
|
681618.116387966
|
151712.037797671
|
833
|
833
|
G 303 S CO
|
MB1204
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1980 GOOD LOCAL SURVEYOR
HISTORY - 2003 DESTROYED COSE
|
NAD 83(1986)
|
|
false
|
41
|
2
|
41.0
|
N
|
81
|
26
|
32.0
|
W
|
SCALED
|
-33.58
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
325.34
|
1067.39
|
ADJUST
|
|
|
|
|
|
|
|
980168.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, 0.25 MILE WEST ALONG TRIPLETT BOULEVARD FROM THE
INTERSECTION OF STATE HIGHWAY 91, NEAR THE INTERSECTION OF
TRIPLETT BOULEVARD AND ABLINGTON ROAD, 101 FEET SOUTHWEST OF
THE CENTER OF THE INTERSECTION, 15 FEET SOUTH OF THE CENTER LINE
OF TRIPLETT BOULEVARD, SET IN THE TOP OF THE SOUTH END OF THE
WEST CONCRETE ABUTMENT OF A 20-FOOT BRIDGE UNDER TRIPLETT
BOULEVARD AND ABOUT LEVEL WITH THE BOULEVARD.
RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
RECOVERED AS DESCRIBED.
REPORTED DESTROYED BY COSE
|
2004-07-31 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1204 ***********************************************************************
MB1204 DESIGNATION - G 303 S CO
MB1204 PID - MB1204
MB1204 STATE/COUNTY- OH/SUMMIT
MB1204
MB1204 HORZ DATUM - NAD 83(1986)
MB1204 VERT DATUM - NAVD 88
MB1204
MB1204 POSITION - 41 02 41. (N) 081 26 32. (W) SCALED
MB1204 83 minus 27 - +00. -01. SCALED
MB1204
MB1204 HEIGHT - 325.340 (meters) 1067.39 (feet) ADJUST
MB1204 88 minus 29 -0.19 ADJ UNCHK
MB1204 ***********************************************************************
MB1204
MB1204 GEOID HEIGHT- -33.58 GEOID90
MB1204 MODELED GRAV- 980,168.9 NAVD88
MB1204
MB1204
MB1204 VERT ORDER - FIRST CLASS 2
MB1204
MB1204
MB1204.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1204.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1204.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1204
MB1204
MB1204
MB1204
MB1204_STATION MARK IS A SURVEY DISK
MB1204_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1204_THE MARK IS STAMPED: G 303
MB1204
MB1204 HISTORY - Year Condition Recov. By
MB1204 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1204 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1204 HISTORY - 1980 GOOD LOCAL SURVEYOR
MB1204
MB1204 STATION DESCRIPTION
MB1204
MB1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1204'AT AKRON, 0.25 MILE WEST ALONG TRIPLETT BOULEVARD FROM THE
MB1204'INTERSECTION OF STATE HIGHWAY 91, NEAR THE INTERSECTION OF
MB1204'TRIPLETT BOULEVARD AND ABLINGTON ROAD, 101 FEET SOUTHWEST OF
MB1204'THE CENTER OF THE INTERSECTION, 15 FEET SOUTH OF THE CENTER LINE
MB1204'OF TRIPLETT BOULEVARD, SET IN THE TOP OF THE SOUTH END OF THE
MB1204'WEST CONCRETE ABUTMENT OF A 20-FOOT BRIDGE UNDER TRIPLETT
MB1204'BOULEVARD AND ABOUT LEVEL WITH THE BOULEVARD.
MB1204
MB1204 STATION RECOVERY (1980)
MB1204
MB1204'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
MB1204'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2260259.75
|
503827.125
|
0101000020960E00006907D2E4913E414165CDF1A24AC01E41
|
false
|
2004-10-19 05:04:00 -0400
|
false
|
41.04472222222222222222
|
-81.44222222222222222222
|
-81.4422222222222
|
41.0447222222221
|
2260259.78765957
|
503826.659125528
|
688928.56113576
|
153566.672834791
|
834
|
834
|
GALE A C OF A
|
MB1209
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
Disk in Concrete
|
GALE A
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW2019-GOOD-COSE FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
2
|
44.97747
|
N
|
81
|
25
|
12.72279
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153712.043
|
690778.316
|
0.99993921
|
+
|
0
|
42
|
33.7
|
|
MT
|
|
|
|
|
355.199
|
1165.35
|
ADJUST
|
|
-0.71
|
DEFLEC90
|
|
|
|
|
980167.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
SEE STATION GALE (ACS)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF PEPPER HILL DRIVE AND COLUMBINE
AVENUE, NEAR THE AKRON MUNICIPAL COLUMBINE AVENUE STANDPIPE,
81 FEET EAST-NORTHEAST OF HOUSE AT 252 COLUMBINE AVENUE, 72 FEET
WEST OF THE SOUTHWEST OF HOUSE 251, 22 FEET WEST OF POWER POLE
NO. 78069, 374 FEET NORTH OF GALE B, AND SET IN THE TOP OF A
CONCRETE POST ABOUT 4 INCHES BELOW THE SURFACE ACCESS TO WHICH
IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
2019-07-23 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1209 ***********************************************************************
MB1209 DESIGNATION - GALE A C OF A
MB1209 PID - MB1209
MB1209 STATE/COUNTY- OH/SUMMIT
MB1209
MB1209 HORZ DATUM - NAD 83(1986)
MB1209 VERT DATUM - NAVD 88
MB1209
MB1209 POSITION - 41 02 44.97747(N) 081 25 12.72279(W) ADJUSTED
MB1209 83 minus 27 - +00.20589 -00.59075 ADJUSTED
MB1209
MB1209 HEIGHT - 355.199 (meters) 1165.35 (feet) ADJUST
MB1209 88 minus 29 -0.19 ADJ UNCHK
MB1209 ***********************************************************************
MB1209
MB1209 LAPLACE CORR- -0.71 DEFLEC90
MB1209 GEOID HEIGHT- -33.59 GEOID90
MB1209 MODELED GRAV- 980,167.5 NAVD88
MB1209
MB1209
MB1209 HORZ ORDER - SECOND
MB1209 VERT ORDER - FIRST CLASS 2
MB1209
MB1209
MB1209.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1209.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1209.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1209.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1209
MB1209; North East Scale Converg.
MB1209;SPC OH N - 153,712.043 690,778.316 0.99993921 +0 42 33.7 MT
MB1209;UTM 17 - 4,543,929.360 464,684.916 0.99961535 -0 16 33.4 MT
MB1209
MB1209
MB1209
MB1209_STATION MARK IS A SURVEY DISK
MB1209_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1209_THE MARK IS STAMPED: GALE A
MB1209
MB1209 HISTORY - Year Condition Recov. By
MB1209 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1209 HISTORY - 1963 CITY OF AKRON OHIO
MB1209 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1209 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1209
MB1209 STATION DESCRIPTION
MB1209
MB1209'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1209'SEE STATION GALE (ACS)
MB1209'
MB1209
MB1209 STATION RECOVERY (1964)
MB1209
MB1209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1209'AT AKRON, NEAR THE INTERSECTION OF GALE DRIVE AND COLUMBINE
MB1209'AVENUE, NEAR THE AKRON MUNICIPAL COLUMBINE AVENUE STANDPIPE,
MB1209'81 FEET EAST-NORTHEAST OF HOUSE AT 252 COLUMBINE AVENUE, 72 FEET
MB1209'WEST OF THE SOUTHWEST OF HOUSE 251, 22 FEET WEST OF POWER POLE
MB1209'NO. 78069, 374 FEET NORTH OF GALE B, AND SET IN THE TOP OF A
MB1209'CONCRETE POST ABOUT 4 INCHES BELOW THE SURFACE ACCESS TO WHICH
MB1209'IS HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2266327.5
|
504303.1875
|
0101000020960E0000CA264C436C4A41415F92D760BEC71E41
|
true
|
2011-04-22 03:51:00 -0400
|
false
|
41.045827075
|
-81.420200775
|
-81.420200775
|
41.0458270749998
|
2266328.52576146
|
504303.594572341
|
690778.316208725
|
153712.04304972
|
835
|
835
|
GALE B C OF A
|
MB1207
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
Disk in Concrete
|
GALE (ACS)
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
2
|
41.29301
|
N
|
81
|
25
|
12.95694
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153598.331
|
690774.255
|
0.99993922
|
+
|
0
|
42
|
33.6
|
|
MT
|
|
|
|
|
354.938
|
1164.49
|
ADJUST
|
|
-0.72
|
DEFLEC90
|
|
|
|
|
980167.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
SEE STATION GALE (ACS)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF GALE DRIVE AND COLUMBINE
AVENUE, NEAR THE AKRON MUNICIPAL COLUMBINE AVENUE STANDPIPE,
73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE AT 287 COLUMBINE
AVENUE, 24 FEET SOUTHWEST OF A STREET MARKER SIGN, 4 1/2 FEET
EAST OF THE CENTER LINE OF COLUMBINE AVENUE, AND SET IN THE TOP
OF A CONCRETE POST ABOUT 4 INCHES BELOW THE LEVEL OF THE STREET
SURFACE ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
MARKED AKRON SURVEY 1963. 34.2' SOUTHWEST OF POLE #5082.
NOT GOOD FOR GPS.
|
2019-08-01 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1207 ***********************************************************************
MB1207 DESIGNATION - GALE B C OF A
MB1207 PID - MB1207
MB1207 STATE/COUNTY- OH/SUMMIT
MB1207
MB1207 HORZ DATUM - NAD 83(1986)
MB1207 VERT DATUM - NAVD 88
MB1207
MB1207 POSITION - 41 02 41.29301(N) 081 25 12.95694(W) ADJUSTED
MB1207 83 minus 27 - +00.20602 -00.59085 ADJUSTED
MB1207
MB1207 HEIGHT - 354.938 (meters) 1164.49 (feet) ADJUST
MB1207 88 minus 29 -0.19 ADJ UNCHK
MB1207 ***********************************************************************
MB1207
MB1207 LAPLACE CORR- -0.72 DEFLEC90
MB1207 GEOID HEIGHT- -33.59 GEOID90
MB1207 MODELED GRAV- 980,167.4 NAVD88
MB1207
MB1207
MB1207 HORZ ORDER - SECOND
MB1207 VERT ORDER - FIRST CLASS 2
MB1207
MB1207
MB1207.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1207.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1207.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1207.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1207
MB1207; North East Scale Converg.
MB1207;SPC OH N - 153,598.331 690,774.255 0.99993922 +0 42 33.6 MT
MB1207;UTM 17 - 4,543,815.771 464,678.902 0.99961535 -0 16 33.5 MT
MB1207
MB1207
MB1207
MB1207_STATION MARK IS A SURVEY DISK
MB1207_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1207_THE MARK IS STAMPED: GALE B
MB1207
MB1207 HISTORY - Year Condition Recov. By
MB1207 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1207 HISTORY - 1963 CITY OF AKRON OHIO
MB1207 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1207 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1207
MB1207 STATION DESCRIPTION
MB1207
MB1207'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1207'SEE STATION GALE (ACS)
MB1207'
MB1207
MB1207 STATION RECOVERY (1964)
MB1207
MB1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1207'AT AKRON, NEAR THE INTERSECTION OF GALE DRIVE AND COLUMBINE
MB1207'AVENUE, NEAR THE AKRON MUNICIPAL COLUMBINE AVENUE STANDPIPE,
MB1207'73 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE AT 287 COLUMBINE
MB1207'AVENUE, 24 FEET SOUTHWEST OF A STREET MARKER SIGN, 4 1/2 FEET
MB1207'EAST OF THE CENTER LINE OF COLUMBINE AVENUE, AND SET IN THE TOP
MB1207'OF A CONCRETE POST ABOUT 4 INCHES BELOW THE LEVEL OF THE STREET
MB1207'SURFACE ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
MB1207'MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2266315.25
|
503930.53125
|
0101000020960E0000DE27019A654A4141CB06ED17EAC11E41
|
true
|
2011-04-22 03:52:00 -0400
|
false
|
41.04480361388888888889
|
-81.42026581666666666667
|
-81.4202658166667
|
41.0448036138887
|
2266315.20316027
|
503930.523365122
|
690774.255471761
|
153598.330718332
|
836
|
836
|
GALE C OF A
|
MB1208
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONCRETE
|
GALE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1967 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1989 GOOD OH DEPT OF TRANSPHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
42.58865
|
N
|
81
|
25
|
16.98202
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153637.131
|
690679.768
|
0.99993922
|
+
|
0
|
42
|
30.9
|
|
MT
|
|
|
|
|
354.332
|
1162.51
|
ADJUST
|
|
-0.71
|
DEFLEC90
|
|
|
|
|
980167.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF DOWNTOWN AKRON AND NEAR
THE SITE OF THE AKRON
MUNICIPAL COLUMBINE AVENUE STANDPIPE. IT IS 12.5 FEET SOUTH OF A
CYCLONE FENCE, 69.6 FEET
EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE CYCLONE FENCE AND 42.1
FEET NORTH OF THE STANDPIPE. THE
MARK IS A CITY OF AKRON DISK STAMPED GALE SET IN
THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
INCHES BELOW THE SURFACE OF A 3 FOOT
SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
GALE (ACS) A IS ABOUT 350 FEET NORTH OF THE STATION AND ON COLUMBINE
AVENUE IN FRONT OF THE
HOUSE AT 251 COLUMBINE AVENUE. IT IS 22 FEET WEST-SOUTHWEST OF
UTILITY POLE NUMBER 78069, 81 FEET
EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AT 252
COLUMBINE AVENUE AND 72 FEET WEST OF THE
SOUTHWEST CORNER OF THE HOUSE AT 252 COLUMBINE
AVENUE. THE MARK IS A CITY OF AKRON DISK STAMPED GALE A
SET IN THE TOP OF A 6 INCH
SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQARE
OF CONCRETE AND COVERED WITH A 9
INCH IRON COVER.
GALE (ACS) B IS ABOUT 335 FEET EAST-SOUTHEAST OF THE STATION AT THE
INTERSECTION OF COLUMBINE
AVENUE AND GALE DRIVE. IT IS 24 FEET SOUTHWEST OF A STREET SIGN, 4.5
FEET EAST OF THE CENTERLINE OF
COLUMBINE AVENUE AND 73 FEET SOUTHWEST OF THE SOUTHWEST
CORNER OF THE HOUSE AT 287 COLUMBINE AVENUE.
THE MARK IS A CITY OF AKRON DISK STAMPED
GALE B SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
INCHES BELOW THE SURFACE OF A 3
FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF GALE DRIVE AND COLUMBINE
AVENUE, NEAR THE AKRON MUNICIPAL COLUMBINE AVENUE STANDPIPE,
42.1 FEET NORTH OF THE STANDPIPE, 69.6 FEET EAST OF THE NORTHWEST
CORNER OF THE METAL FENCE AROUND STANDPIPE, 12.5 FEET SOUTH OF
THE NORTH SIDE OF FENCE, AND SET IN THE TOP OF A CONCRETE POST
ABOUT 4 INCHES BELOW THE LEVEL OF THE GROUND ACCESS TO WHICH IS
HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
2019-06-23 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1208 ***********************************************************************
MB1208 DESIGNATION - GALE C OF A
MB1208 PID - MB1208
MB1208 STATE/COUNTY- OH/SUMMIT
MB1208
MB1208 HORZ DATUM - NAD 83(1986)
MB1208 VERT DATUM - NAVD 88
MB1208
MB1208 POSITION - 41 02 42.58865(N) 081 25 16.98202(W) ADJUSTED
MB1208 83 minus 27 - +00.20590 -00.59084 ADJUSTED
MB1208
MB1208 HEIGHT - 354.332 (meters) 1162.51 (feet) ADJUST
MB1208 88 minus 29 -0.19 ADJ UNCHK
MB1208 ***********************************************************************
MB1208
MB1208 LAPLACE CORR- -0.71 DEFLEC90
MB1208 GEOID HEIGHT- -33.59 GEOID90
MB1208 MODELED GRAV- 980,167.5 NAVD88
MB1208
MB1208
MB1208 HORZ ORDER - FIRST
MB1208 VERT ORDER - FIRST CLASS 2
MB1208
MB1208
MB1208.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1208.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1208.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1208.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1208
MB1208; North East Scale Converg.
MB1208;SPC OH N - 153,637.131 690,679.768 0.99993922 +0 42 30.9 MT
MB1208;UTM 17 - 4,543,856.177 464,585.126 0.99961544 -0 16 36.1 MT
MB1208
MB1208: Primary Azimuth Mark Grid Az
MB1208:SPC OH N - SOUTH C OF A 234 55 45.5
MB1208:UTM 17 - SOUTH C OF A 235 54 52.5
MB1208
MB1208|---------------------------------------------------------------------|
MB1208| Pid Reference Object Distance Geod. AZ |
MB1208| dddmmss.ss|
MB1208| MB1224 SOUTH C OF A APPROX. 4.8 KM 2353816.4 |
MB1208|---------------------------------------------------------------------|
MB1208
MB1208_STATION MARK IS A SURVEY DISK
MB1208_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1208_THE MARK IS STAMPED: GALE
MB1208
MB1208 HISTORY - Year Condition Recov. By
MB1208 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1208 HISTORY - 1963 CITY OF AKRON OHIO
MB1208 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1208 HISTORY - 1967 GOOD NATIONAL GEODETIC SURVEY
MB1208 HISTORY - 1989 GOOD OH DEPT OF TRANSP
MB1208 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1208
MB1208 STATION DESCRIPTION
MB1208
MB1208'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1208'THE STATION IS ABOUT 5-1/2 MILES SOUTHEAST OF DOWNTOWN AKRON AND NEAR
MB1208'THE SITE OF THE AKRON
MB1208'MUNICIPAL COLUMBINE AVENUE STANDPIPE. IT IS 12.5 FEET SOUTH OF A
MB1208'CYCLONE FENCE, 69.6 FEET
MB1208'EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE CYCLONE FENCE AND 42.1
MB1208'FEET NORTH OF THE STANDPIPE. THE
MB1208'MARK IS A CITY OF AKRON DISK STAMPED GALE SET IN
MB1208'THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
MB1208'INCHES BELOW THE SURFACE OF A 3 FOOT
MB1208'SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1208'
MB1208'GALE (ACS) A IS ABOUT 350 FEET NORTH OF THE STATION AND ON COLUMBINE
MB1208'AVENUE IN FRONT OF THE
MB1208'HOUSE AT 251 COLUMBINE AVENUE. IT IS 22 FEET WEST-SOUTHWEST OF
MB1208'UTILITY POLE NUMBER 78069, 81 FEET
MB1208'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE AT 252
MB1208'COLUMBINE AVENUE AND 72 FEET WEST OF THE
MB1208'SOUTHWEST CORNER OF THE HOUSE AT 252 COLUMBINE
MB1208'AVENUE. THE MARK IS A CITY OF AKRON DISK STAMPED GALE A
MB1208'SET IN THE TOP OF A 6 INCH
MB1208'SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT SQARE
MB1208'OF CONCRETE AND COVERED WITH A 9
MB1208'INCH IRON COVER.
MB1208'
MB1208'GALE (ACS) B IS ABOUT 335 FEET EAST-SOUTHEAST OF THE STATION AT THE
MB1208'INTERSECTION OF COLUMBINE
MB1208'AVENUE AND GALE DRIVE. IT IS 24 FEET SOUTHWEST OF A STREET SIGN, 4.5
MB1208'FEET EAST OF THE CENTERLINE OF
MB1208'COLUMBINE AVENUE AND 73 FEET SOUTHWEST OF THE SOUTHWEST
MB1208'CORNER OF THE HOUSE AT 287 COLUMBINE AVENUE.
MB1208'THE MARK IS A CITY OF AKRON DISK STAMPED
MB1208'GALE B SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4
MB1208'INCHES BELOW THE SURFACE OF A 3
MB1208'FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1208'
MB1208
MB1208 STATION RECOVERY (1964)
MB1208
MB1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1208'AT AKRON, NEAR THE INTERSECTION OF GALE DRIVE AND COLUMBINE
MB1208'AVENUE, NEAR THE AKRON MUNICIPAL COLUMBINE AVENUE STANDPIPE,
MB1208'42.1 FEET NORTH OF THE STANDPIPE, 69.6 FEET EAST OF THE NORTHWEST
MB1208'CORNER OF THE METAL FENCE AROUND STANDPIPE, 12.5 FEET SOUTH OF
MB1208'THE NORTH SIDE OF FENCE, AND SET IN THE TOP OF A CONCRETE POST
MB1208'ABOUT 4 INCHES BELOW THE LEVEL OF THE GROUND ACCESS TO WHICH IS
MB1208'HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
MB1208
MB1208 STATION RECOVERY (1967)
MB1208
MB1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
MB1208'RECOVERED AS DESCRIBED.
MB1208
MB1208 STATION RECOVERY (1989)
MB1208
MB1208'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM )
MB1208'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2266004.5
|
504057.34375
|
0101000020960E0000FF21609ACA494141219A7147E7C31E41
|
true
|
2011-04-22 03:54:00 -0400
|
false
|
41.04516351388888888889
|
-81.42138389444444444445
|
-81.4213838944444
|
41.0451635138887
|
2266005.20605874
|
504057.819769295
|
690679.76816624
|
153637.130739927
|
837
|
837
|
GARFIELD A C OF A
|
MB1422
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2011 GOOD SCE SURVEY CREW - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
2
|
40.44739
|
N
|
81
|
30
|
36.63973
|
W
|
ADJUSTED
|
-33.57
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153482.563
|
683215.915
|
0.99993922
|
+
|
0
|
39
|
1.0
|
|
MT
|
|
|
|
|
330.01
|
1082.71
|
ADJUST
|
|
-0.46
|
DEFLEC90
|
|
|
|
|
980171.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
GARFIELD (ACS) A IS LOCATED AT THE SOUTHEAST EDGE OF THE INTERSECTION
OF NORTH FIRESTONE
BOULEVARD AND BROWN STREET AND ABOUT 750 FEET SOUTHEAST OF GARFIELD
SCHOO. IT IS 16 FEET EAST OF THE
CENTERLINE OF BROWN STREET, 16 FEET SOUTH OF THE CENTERLINE
OF NORTH FIRESTONE BOULEVARD, 20 FEET
SOUTHEAST OF THE TRAFFIC LIGHT IN THE CENTER OF
THE INTERSECTION AND 29 FEET NORTH-NORTHWEST OF THE
STREET SIGN AT THE SOUTHEAST CORNER
OF THE INTERSECTION. THE MARK IS A CITY OF AKRON DISK STAMPED
GARFIELD A SET IN THE TOP OF A 6
INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT
SQUARE OF CONCRETE AND COVERED WITH
A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.1 MILE EAST OF THE GARFIELD HIGH SCHOOL, NEAR
THE INTERSECTION OF FIRESTONE BLVD AND BROWN STREET, 21.5 FEET
SOUTHEAST OF THE CENTER OF THE INTERSECTION, 17 FEET EAST OF THE
CENTER LINE OF BROWN STREET, 12 FEET SOUTH OF THE CENTER LINE
OF FIRESTONE BLVD, SET IN THE TOP OF A CONCRETE POST 4 INCHES
BELOW THE LEVEL OF THE STREET ACCESS TO WHICH IS HAD THROUGH A 9
INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
2017-09-26 00:00:00 -0400
|
SCE
|
Good
|
Yes
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1422 ***********************************************************************
MB1422 DESIGNATION - GARFIELD A C OF A
MB1422 PID - MB1422
MB1422 STATE/COUNTY- OH/SUMMIT
MB1422
MB1422 HORZ DATUM - NAD 83(1986)
MB1422 VERT DATUM - NAVD 88
MB1422
MB1422 POSITION - 41 02 40.44739(N) 081 30 36.63973(W) ADJUSTED
MB1422 83 minus 27 - +00.20010 -00.57711 ADJUSTED
MB1422
MB1422 HEIGHT - 330.010 (meters) 1082.71 (feet) ADJUST
MB1422 88 minus 29 -0.19 ADJ UNCHK
MB1422 ***********************************************************************
MB1422
MB1422 LAPLACE CORR- -0.46 DEFLEC90
MB1422 GEOID HEIGHT- -33.57 GEOID90
MB1422 MODELED GRAV- 980,171.7 NAVD88
MB1422
MB1422
MB1422 HORZ ORDER - SECOND
MB1422 VERT ORDER - FIRST CLASS 2
MB1422
MB1422
MB1422.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1422.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1422.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1422.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1422
MB1422; North East Scale Converg.
MB1422;SPC OH N - 153,482.563 683,215.915 0.99993922 +0 39 01.0 MT
MB1422;UTM 17 - 4,543,829.986 457,122.110 0.99962263 -0 20 06.0 MT
MB1422
MB1422
MB1422
MB1422_STATION MARK IS A SURVEY DISK
MB1422_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1422_THE MARK IS STAMPED: GARFIELD A
MB1422
MB1422 HISTORY - Year Condition Recov. By
MB1422 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1422 HISTORY - 1963 CITY OF AKRON OHIO
MB1422 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1422
MB1422 STATION DESCRIPTION
MB1422
MB1422'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1422'GARFIELD (ACS) A IS LOCATED AT THE SOUTHEAST EDGE OF THE INTERSECTION
MB1422'OF NORTH FIRESTONE
MB1422'BOULEVARD AND BROWN STREET AND ABOUT 750 FEET SOUTHEAST OF GARFIELD
MB1422'SCHOO. IT IS 16 FEET EAST OF THE
MB1422'CENTERLINE OF BROWN STREET, 16 FEET SOUTH OF THE CENTERLINE
MB1422'OF NORTH FIRESTONE BOULEVARD, 20 FEET
MB1422'SOUTHEAST OF THE TRAFFIC LIGHT IN THE CENTER OF
MB1422'THE INTERSECTION AND 29 FEET NORTH-NORTHWEST OF THE
MB1422'STREET SIGN AT THE SOUTHEAST CORNER
MB1422'OF THE INTERSECTION. THE MARK IS A CITY OF AKRON DISK STAMPED
MB1422'GARFIELD A SET IN THE TOP OF A 6
MB1422'INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT
MB1422'SQUARE OF CONCRETE AND COVERED WITH
MB1422'A 9 INCH IRON COVER.
MB1422'
MB1422
MB1422 STATION RECOVERY (1964)
MB1422
MB1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1422'AT AKRON, ABOUT 0.1 MILE EAST OF THE GARFIELD HIGH SCHOOL, NEAR
MB1422'THE INTERSECTION OF FIRESTONE BLVD AND BROWN STREET, 21.5 FEET
MB1422'SOUTHEAST OF THE CENTER OF THE INTERSECTION, 17 FEET EAST OF THE
MB1422'CENTER LINE OF BROWN STREET, 12 FEET SOUTH OF THE CENTER LINE
MB1422'OF FIRESTONE BLVD, SET IN THE TOP OF A CONCRETE POST 4 INCHES
MB1422'BELOW THE LEVEL OF THE STREET ACCESS TO WHICH IS HAD THROUGH A 9
MB1422'INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2241517.5
|
503550.125
|
0101000020960E0000CEEB21C6F61941413F6665D4FABB1E41
|
true
|
2011-12-05 03:37:00 -0500
|
false
|
41.04456871944444444444
|
-81.51017770277777777778
|
-81.5101777027778
|
41.0445687194443
|
2241517.54791019
|
503550.707418058
|
683215.915034855
|
153482.562586131
|
840
|
840
|
GLOVER ECC C OF A
|
MB1427
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2011 DESTROYED SCE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
3
|
6.47235
|
N
|
81
|
30
|
8.99801
|
W
|
ADJUSTED
|
-33.58
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
154292.649
|
683852.229
|
0.99993918
|
+
|
0
|
39
|
19.1
|
|
MT
|
|
|
|
|
345.531
|
1133.63
|
ADJUST
|
|
-0.42
|
DEFLEC90
|
|
|
|
|
980171.9
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
GLOVER (ACS) (ECC.) IS LOCATED NEAR THE SOUTHWEST CORNER OF THE
GLOVER ELEMENTARY SCHOOL. IT
IS 2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 68 FEET
NORTH OF THE CENTERLINE OF COLE
AVENUE AND 94 FEET EAST OF THE CENTERLINE OF HAMMEL STREET. THE
MARK IS A CITY OF AKRON DISK STAMPED
GLOVER ECC SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
FOOT SQUARE OF CONCRETE AND COVERED
WITH A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF HAMMEL STREET AND COLE AVENUE,
NEAR THE SOUTHWEST CORNER OF THE NATHAN L. GLOVER SCHOOL, 81
FEET EAST OF THE EAST CURB OF HAMMEL STREET, 66 1/2 FEET NORTH
OF THE CENTER LINE OF COLE STREET, 2.6 FEET SOUTHWEST OF THE
SOUTHWEST CORNER OF THE SCHOOL, AND SET IN THE TOP OF A CONCRETE
POST 4 INCHES BELOW THE SURFACE OF GROUND ACCESS TO WHICH IS
HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
STATION RECOVERED AS DESCRIBED IN GOOD CONDITION. MAIN STATION NOT
SEARCHED FOR.
AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
SOUTH SOUTHEAST OF AKRON.
RECOVERY NOTE SUMMIT COUNTY ENGINEER 2011
GLOVER SCHOOL HAS BEEN RAZED AND A NEW SCHOOL BUILT
|
2011-12-01 19:00:00 -0500
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1427 ***********************************************************************
MB1427 DESIGNATION - GLOVER ECC C OF A
MB1427 PID - MB1427
MB1427 STATE/COUNTY- OH/SUMMIT
MB1427
MB1427 HORZ DATUM - NAD 83(1986)
MB1427 VERT DATUM - NAVD 88
MB1427
MB1427 POSITION - 41 03 06.47235(N) 081 30 08.99801(W) ADJUSTED
MB1427 83 minus 27 - +00.20050 -00.57757 ADJUSTED
MB1427
MB1427 HEIGHT - 345.531 (meters) 1133.63 (feet) ADJUST
MB1427 88 minus 29 -0.19 ADJ UNCHK
MB1427 ***********************************************************************
MB1427
MB1427 LAPLACE CORR- -0.42 DEFLEC90
MB1427 GEOID HEIGHT- -33.58 GEOID90
MB1427 MODELED GRAV- 980,171.9 NAVD88
MB1427
MB1427
MB1427 HORZ ORDER - SECOND
MB1427 VERT ORDER - FIRST CLASS 2
MB1427
MB1427
MB1427.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1427.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1427.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1427.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1427
MB1427; North East Scale Converg.
MB1427;SPC OH N - 154,292.649 683,852.229 0.99993918 +0 39 19.1 MT
MB1427;UTM 17 - 4,544,628.757 457,772.054 0.99962195 -0 19 48.1 MT
MB1427
MB1427
MB1427
MB1427_STATION MARK IS A SURVEY DISK
MB1427_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1427_THE MARK IS STAMPED: GLOVER ECC
MB1427
MB1427 HISTORY - Year Condition Recov. By
MB1427 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1427 HISTORY - 1963 CITY OF AKRON OHIO
MB1427 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1427 HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
MB1427
MB1427 STATION DESCRIPTION
MB1427
MB1427'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1427'GLOVER (ACS) (ECC.) IS LOCATED NEAR THE SOUTHWEST CORNER OF THE
MB1427'GLOVER ELEMENTARY SCHOOL. IT
MB1427'IS 2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SCHOOL, 68 FEET
MB1427'NORTH OF THE CENTERLINE OF COLE
MB1427'AVENUE AND 94 FEET EAST OF THE CENTERLINE OF HAMMEL STREET. THE
MB1427'MARK IS A CITY OF AKRON DISK STAMPED
MB1427'GLOVER ECC SET IN THE TOP OF A 6 INCH SQUARE
MB1427'CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A 3
MB1427'FOOT SQUARE OF CONCRETE AND COVERED
MB1427'WITH A 9 INCH IRON COVER.
MB1427'
MB1427
MB1427 STATION RECOVERY (1964)
MB1427
MB1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1427'AT AKRON, NEAR THE INTERSECTION OF HAMMEL STREET AND COLE AVENUE,
MB1427'NEAR THE SOUTHWEST CORNER OF THE NATHAN L. GLOVER SCHOOL, 81
MB1427'FEET EAST OF THE EAST CURB OF HAMMEL STREET, 66 1/2 FEET NORTH
MB1427'OF THE CENTER LINE OF COLE STREET, 2.6 FEET SOUTHWEST OF THE
MB1427'SOUTHWEST CORNER OF THE SCHOOL, AND SET IN THE TOP OF A CONCRETE
MB1427'POST 4 INCHES BELOW THE SURFACE OF GROUND ACCESS TO WHICH IS
MB1427'HAD THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
MB1427
MB1427 STATION RECOVERY (1980)
MB1427
MB1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (DRM)
MB1427'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION. MAIN STATION NOT
MB1427'SEARCHED FOR.
MB1427'
MB1427'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
MB1427'SOUTH SOUTHEAST OF AKRON.
MB1427'
|
|
|
|
|
|
|
|
|
|
|
|
2243604.25
|
506209.15625
|
0101000020960E000001FFDC970A1E4141567BBCDB81E51E41
|
true
|
2011-12-05 04:58:00 -0500
|
false
|
41.051797875
|
-81.50249944722222222222
|
-81.5024994472222
|
41.0517978749998
|
2243605.18643177
|
506208.464586188
|
683852.228528859
|
154292.648591152
|
841
|
841
|
GOODYEAR A C OF A
|
MB1179
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
3
|
0.14741
|
N
|
81
|
28
|
19.04407
|
W
|
ADJUSTED
|
-33.58
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
154127.373
|
686421.907
|
0.99993919
|
+
|
0
|
40
|
31.3
|
|
MT
|
|
|
|
|
316.402
|
1038.06
|
ADJUST
|
|
-0.42
|
DEFLEC90
|
|
|
|
|
980171.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, IN THE SOUTH-BOND LANE OF SEIBERLING STREET, ABOUT 0.15
MILE NORTHWEST OF THE INTERSECTION OF SEIBERLING STREET AND
ARCHWOOD AVENUE, NEAR A SMALL CEMETERY, 73 FEET EAST OF THE
CENTER OF THE TOP OF A SMALL MEMORY MARKER OF A SMALL PIONEER
CEMETERY, 54 1/2 FEET NORTH OF A POWER LINE POLE, 29.1 FEET
NORTHEAST OF A FENCE CORNER OF A GOODYEAR BUILDING, 14 FEET
WEST-SOUTHWEST OF THE CENTER LINE OF THE STREET, 6.4 FEET
EAST-NORTHEAST OF THE WESTERLY CURB OF THE STREET, SET IN THE
TOP OF A CONCRETE POST 7 INCHES BELOW THE LEVEL OF THE STREET
ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKER
AKRON SURVEY 1963.
|
2015-12-23 00:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1179 ***********************************************************************
MB1179 DESIGNATION - GOODYEAR A C OF A
MB1179 PID - MB1179
MB1179 STATE/COUNTY- OH/SUMMIT
MB1179
MB1179 HORZ DATUM - NAD 83(1986)
MB1179 VERT DATUM - NAVD 88
MB1179
MB1179 POSITION - 41 03 00.14741(N) 081 28 19.04407(W) ADJUSTED
MB1179 83 minus 27 - +00.20241 -00.58230 ADJUSTED
MB1179
MB1179 HEIGHT - 316.402 (meters) 1038.06 (feet) ADJUST
MB1179 88 minus 29 -0.19 ADJ UNCHK
MB1179 ***********************************************************************
MB1179
MB1179 LAPLACE CORR- -0.42 DEFLEC90
MB1179 GEOID HEIGHT- -33.58 GEOID90
MB1179 MODELED GRAV- 980,171.7 NAVD88
MB1179
MB1179
MB1179 HORZ ORDER - SECOND
MB1179 VERT ORDER - FIRST CLASS 2
MB1179
MB1179
MB1179.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1179.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1179.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1179.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1179
MB1179; North East Scale Converg.
MB1179;SPC OH N - 154,127.373 686,421.907 0.99993919 +0 40 31.3 MT
MB1179;UTM 17 - 4,544,419.384 460,337.693 0.99961936 -0 18 35.8 MT
MB1179
MB1179
MB1179
MB1179_STATION MARK IS A SURVEY DISK
MB1179_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1179_THE MARK IS STAMPED: GOODYEAR A
MB1179
MB1179 HISTORY - Year Condition Recov. By
MB1179 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1179 HISTORY - 1963 CITY OF AKRON OHIO
MB1179 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1179
MB1179 STATION DESCRIPTION
MB1179
MB1179'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1179'
MB1179
MB1179 STATION RECOVERY (1964)
MB1179
MB1179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1179'AT AKRON, IN THE SOUTH-BOND LANE OF SEIBERLING STREET, ABOUT 0.15
MB1179'MILE NORTHWEST OF THE INTERSECTION OF SEIBERLING STREET AND
MB1179'ARCHWOOD AVENUE, NEAR A SMALL CEMETERY, 73 FEET EAST OF THE
MB1179'CENTER OF THE TOP OF A SMALL MEMORY MARKER OF A SMALL PIONEER
MB1179'CEMETERY, 54 1/2 FEET NORTH OF A POWER LINE POLE, 29.1 FEET
MB1179'NORTHEAST OF A FENCE CORNER OF A GOODYEAR BUILDING, 14 FEET
MB1179'WEST-SOUTHWEST OF THE CENTER LINE OF THE STREET, 6.4 FEET
MB1179'EAST-NORTHEAST OF THE WESTERLY CURB OF THE STREET, SET IN THE
MB1179'TOP OF A CONCRETE POST 7 INCHES BELOW THE LEVEL OF THE STREET
MB1179'ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER MARKER
MB1179'AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2252036.5
|
505666.3125
|
0101000020960E0000B503C7EF812E4141339E5CE508DD1E41
|
true
|
2012-04-27 07:09:00 -0400
|
false
|
41.050040947222222222222222
|
-81.47195668611111111111
|
-81.4719566861111
|
41.0500409472221
|
2252035.87326094
|
505666.223986122
|
686421.907013749
|
154127.373325699
|
842
|
842
|
GOODYEAR B C OF A
|
MB1178
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
2
|
51.79745
|
N
|
81
|
28
|
13.82905
|
W
|
ADJUSTED
|
-33.58
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153871.259
|
686546.719
|
0.9999392
|
+
|
0
|
40
|
34.8
|
|
MT
|
|
|
|
|
316.614
|
1038.76
|
ADJUST
|
|
-0.44
|
DEFLEC90
|
|
|
|
|
980171.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF SEIBERLING STREET AND ARCHWOOD
AVENUE, 89.7 FEET SOUTH OF THE TRAFFIC LIGHT FOR THE
INTERSECTION, 14.3 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
SEIBERLING STREET, 5.6 FEET EAST-NORTHEAST OF THE WESTERLY CURB
OF THE STREET, 13 1/2 FEET NORTH OF POWER LINE POLE NO. 32207,
SET IN THE TOP OF A CONCRETE POST 7 INCHES BELOW THE LEVEL OF THE
STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
MARKED ARKON SURVEY 1963.
|
2012-04-26 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1178 ***********************************************************************
MB1178 DESIGNATION - GOODYEAR B C OF A
MB1178 PID - MB1178
MB1178 STATE/COUNTY- OH/SUMMIT
MB1178
MB1178 HORZ DATUM - NAD 83(1986)
MB1178 VERT DATUM - NAVD 88
MB1178
MB1178 POSITION - 41 02 51.79745(N) 081 28 13.82905(W) ADJUSTED
MB1178 83 minus 27 - +00.20258 -00.58281 ADJUSTED
MB1178
MB1178 HEIGHT - 316.614 (meters) 1038.76 (feet) ADJUST
MB1178 88 minus 29 -0.19 ADJ UNCHK
MB1178 ***********************************************************************
MB1178
MB1178 LAPLACE CORR- -0.44 DEFLEC90
MB1178 GEOID HEIGHT- -33.58 GEOID90
MB1178 MODELED GRAV- 980,171.3 NAVD88
MB1178
MB1178
MB1178 HORZ ORDER - SECOND
MB1178 VERT ORDER - FIRST CLASS 2
MB1178
MB1178
MB1178.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1178.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1178.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1178.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1178
MB1178; North East Scale Converg.
MB1178;SPC OH N - 153,871.259 686,546.719 0.99993920 +0 40 34.8 MT
MB1178;UTM 17 - 4,544,161.244 460,458.043 0.99961924 -0 18 32.3 MT
MB1178
MB1178
MB1178
MB1178_STATION MARK IS A SURVEY DISK
MB1178_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1178_THE MARK IS STAMPED: GOODYEAR B
MB1178
MB1178 HISTORY - Year Condition Recov. By
MB1178 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1178 HISTORY - 1963 CITY OF AKRON OHIO
MB1178 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1178
MB1178 STATION DESCRIPTION
MB1178
MB1178'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1178'
MB1178
MB1178 STATION RECOVERY (1964)
MB1178
MB1178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1178'AT AKRON, NEAR THE INTERSECTION OF SEIBERLING STREET AND ARCHWOOD
MB1178'AVENUE, 89.7 FEET SOUTH OF THE TRAFFIC LIGHT FOR THE
MB1178'INTERSECTION, 14.3 FEET WEST-SOUTHWEST OF THE CENTER LINE OF
MB1178'SEIBERLING STREET, 5.6 FEET EAST-NORTHEAST OF THE WESTERLY CURB
MB1178'OF THE STREET, 13 1/2 FEET NORTH OF POWER LINE POLE NO. 32207,
MB1178'SET IN THE TOP OF A CONCRETE POST 7 INCHES BELOW THE LEVEL OF THE
MB1178'STREET ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST IRON COVER
MB1178'MARKED ARKON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2252446.25
|
504826.09375
|
0101000020960E0000601216AE4E2F4141BF53B7D2E7CF1E41
|
true
|
2012-04-27 07:08:00 -0400
|
false
|
41.04772151388888888889
|
-81.47050806944444444445
|
-81.4705080694444
|
41.0477215138887
|
2252445.36004858
|
504825.955777463
|
686546.718836244
|
153871.259063472
|
844
|
844
|
J 178
|
MB1177
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
52.0
|
N
|
81
|
28
|
34.0
|
W
|
SCALED
|
-33.58
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
318.113
|
1043.67
|
ADJUST
|
|
|
|
|
|
|
|
980171.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
ABOUT 1.75 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
THE MARKET STREET OVERPASS AT AKRON, ABOUT 0.4 MILE NORTH OF THE
TRIPLETT STREET OVERPASS, IN THE NORTHWEST ANGLE OF THE CROSSING
OF ARCHWOOD AVENUE, SET VERTICALLY IN THE EAST BRICK WALL OF THE
SPOHN CORPORATION MECHANICAL CONTRACTOR BUILDING AND 1417
ARCHWOOD AVENUE, 78 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
54 FEET WEST OF THE WEST RAIL, 0.5 FOOT NORTH OF THE SOUTHEAST
CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1177 ***********************************************************************
MB1177 DESIGNATION - J 178
MB1177 PID - MB1177
MB1177 STATE/COUNTY- OH/SUMMIT
MB1177
MB1177 HORZ DATUM - NAD 83(1986)
MB1177 VERT DATUM - NAVD 88
MB1177
MB1177 POSITION - 41 02 52. (N) 081 28 34. (W) SCALED
MB1177 83 minus 27 - +00. -01. SCALED
MB1177
MB1177 HEIGHT - 318.113 (meters) 1043.67 (feet) ADJUST
MB1177 88 minus 29 -0.196 ADJUSTED
MB1177 ***********************************************************************
MB1177
MB1177 GEOID HEIGHT- -33.58 GEOID90
MB1177 MODELED GRAV- 980,171.8 NAVD88
MB1177
MB1177
MB1177 VERT ORDER - FIRST CLASS 2
MB1177
MB1177
MB1177.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1177.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1177.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1177
MB1177
MB1177
MB1177
MB1177_STATION MARK IS A BENCH MARK DISK
MB1177_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1177_THE MARK IS STAMPED: J 178 1954
MB1177
MB1177 HISTORY - Year Condition Recov. By
MB1177 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1177 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1177 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1177
MB1177 STATION DESCRIPTION
MB1177
MB1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1177'ABOUT 1.75 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
MB1177'THE MARKET STREET OVERPASS AT AKRON, ABOUT 0.4 MILE NORTH OF THE
MB1177'TRIPLETT STREET OVERPASS, IN THE NORTHWEST ANGLE OF THE CROSSING
MB1177'OF ARCHWOOD AVENUE, SET VERTICALLY IN THE EAST BRICK WALL OF THE
MB1177'SPOHN CORPORATION MECHANICAL CONTRACTOR BUILDING AND 1417
MB1177'ARCHWOOD AVENUE, 78 FEET NORTH OF THE CENTER LINE OF THE AVENUE,
MB1177'54 FEET WEST OF THE WEST RAIL, 0.5 FOOT NORTH OF THE SOUTHEAST
MB1177'CORNER OF THE BUILDING AND 2 FEET ABOVE THE LEVEL OF THE GROUND.
MB1177
MB1177 STATION RECOVERY (1983)
MB1177
MB1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1177'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2250899.5
|
504828.71875
|
0101000020960E0000859F93E7492C41411363100BF1CF1E41
|
true
|
2012-04-27 07:07:00 -0400
|
false
|
41.04777777777777777777
|
-81.47611111111111111111
|
-81.4761111111111
|
41.0477777777776
|
2250899.8091926
|
504828.260804699
|
686075.633993172
|
153871.96163718
|
845
|
845
|
J 301
|
MB1095
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
44.0
|
N
|
81
|
29
|
30.0
|
W
|
SCALED
|
-33.68
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
313.0
|
1026.9
|
ADJUST
|
|
|
|
|
|
|
|
980179.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, IN THE NORTH PART OF THE CITY, ALONG THE BALTIMORE AND
OHIO RAILROAD, ABOUT 0.5 MILE SOUTH OF THE CROSSING OF HOWE ROAD,
SET VERTICALLY IN THE WEST BRICK FACE AND NEAR THE SOUTHWEST
CORNER OF THE LARGE FRANK LUCCO COMPANY BUILDING, 50.9 FEET EAST
OF THE EAST RAIL OF THE NORTH-BOUND TRACK, 36.7 FEET EAST OF THE
EAST RAIL OF SIDE TRACK, 1.4 FEET NORTH OF THE SOUTHWEST CORNER
OF THE BUILDING, 2.7 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
6 FEET ABOVE THE LEVEL OF THE TRACK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2016-08-29 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1095 ***********************************************************************
MB1095 DESIGNATION - J 301
MB1095 PID - MB1095
MB1095 STATE/COUNTY- OH/SUMMIT
MB1095
MB1095 HORZ DATUM - NAD 83(1986)
MB1095 VERT DATUM - NAVD 88
MB1095
MB1095 POSITION - 41 06 44. (N) 081 29 30. (W) SCALED
MB1095 83 minus 27 - +00. -01. SCALED
MB1095
MB1095 HEIGHT - 313.000 (meters) 1026.90 (feet) ADJUST
MB1095 88 minus 29 -0.201 ADJUSTED
MB1095 ***********************************************************************
MB1095
MB1095 GEOID HEIGHT- -33.68 GEOID90
MB1095 MODELED GRAV- 980,179.5 NAVD88
MB1095
MB1095
MB1095 VERT ORDER - FIRST CLASS 2
MB1095
MB1095
MB1095.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1095.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1095.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1095
MB1095
MB1095
MB1095
MB1095_STATION MARK IS A BENCH MARK DISK
MB1095_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1095_THE MARK IS STAMPED: J 301 1963
MB1095
MB1095 HISTORY - Year Condition Recov. By
MB1095 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1095 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1095
MB1095 STATION DESCRIPTION
MB1095
MB1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1095'AT AKRON, IN THE NORTH PART OF THE CITY, ALONG THE BALTIMORE AND
MB1095'OHIO RAILROAD, ABOUT 0.5 MILE SOUTH OF THE CROSSING OF HOWE ROAD,
MB1095'SET VERTICALLY IN THE WEST BRICK FACE AND NEAR THE SOUTHWEST
MB1095'CORNER OF THE LARGE FRANK LUCCO COMPANY BUILDING, 50.9 FEET EAST
MB1095'OF THE EAST RAIL OF THE NORTH-BOUND TRACK, 36.7 FEET EAST OF THE
MB1095'EAST RAIL OF SIDE TRACK, 1.4 FEET NORTH OF THE SOUTHWEST CORNER
MB1095'OF THE BUILDING, 2.7 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT
MB1095'6 FEET ABOVE THE LEVEL OF THE TRACK.
MB1095
MB1095 STATION RECOVERY (1983)
MB1095
MB1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1095'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2246337.5
|
528255.375
|
0101000020960E000045877E14612341412C3A99CBFF1E2041
|
true
|
2012-04-26 10:05:00 -0400
|
false
|
41.11222222222222222222
|
-81.49166666666666666666
|
-81.4916666666667
|
41.1122222222221
|
2246338.16011134
|
528255.897653406
|
684685.240572418
|
161012.71963018
|
846
|
846
|
J 302
|
MB1176
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
3
|
44.0
|
N
|
81
|
28
|
56.0
|
W
|
SCALED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
306.653
|
1006.08
|
ADJUST
|
|
|
|
|
|
|
|
980173.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 0.65 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
THE MARKET STREET OVERPASS AT AKRON, SET VERTICALLY IN THE
SOUTHEAST CONCRETE FACE AND NEAR THE NORTHEAST END OF THE
NORTHWEST CONCRETE PIER OF THE NORTH EXPRESSWAY OVERPASS OVER
THE RAILROAD, ABOUT 217 YARDS SOUTH OF THE CENTER LINE OF 2 ND
AVENUE, 15.3 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3.9
FEET SOUTHWEST OF THE NORTHEAST END OF THE PIER AND 3 FEET ABOVE
THE LEVEL OF THE GROUND AND TRACK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. IN EAST AKRON,
AT THE INTERSTATE 76 HIGHWAY BRIDGE OVER THE CONRAIL RAILROAD, SET
VERTICALLY IN THE EAST FACE AND NEAR THE NORTH END OF THE WEST
ABUTMENT OF THE BRIDGE, 25.90 METERS (85.0 FT) SOUTH OF THE CENTERLINE
OF 3RD AVENUE, 4.87 METERS (16.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL
OF THE TRACKS, 1.12 METERS (3.7 FT) SOUTH OF THE NORTHEAST CORNER OF
THE WEST ABUTMENT OF THE BRIDGE.
THE STATION IS 0.91 METERS ABOVE THE HEIGHT OF TRACKS .
|
2012-04-26 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1176 ***********************************************************************
MB1176 DESIGNATION - J 302
MB1176 PID - MB1176
MB1176 STATE/COUNTY- OH/SUMMIT
MB1176
MB1176 HORZ DATUM - NAD 83(1986)
MB1176 VERT DATUM - NAVD 88
MB1176
MB1176 POSITION - 41 03 44. (N) 081 28 56. (W) SCALED
MB1176 83 minus 27 - +00. -01. SCALED
MB1176
MB1176 HEIGHT - 306.653 (meters) 1006.08 (feet) ADJUST
MB1176 88 minus 29 -0.194 ADJUSTED
MB1176 ***********************************************************************
MB1176
MB1176 GEOID HEIGHT- -33.60 GEOID90
MB1176 MODELED GRAV- 980,173.7 NAVD88
MB1176
MB1176
MB1176 VERT ORDER - FIRST CLASS 2
MB1176
MB1176
MB1176.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1176.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1176.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1176
MB1176
MB1176
MB1176
MB1176_STATION MARK IS A BENCH MARK DISK
MB1176_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1176_THE MONUMENT IS 0.91 METERS ABOVE THE HEIGHT OF TRACKS
MB1176_THE MARK IS STAMPED: J 302 1964
MB1176
MB1176 HISTORY - Year Condition Recov. By
MB1176 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1176 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1176
MB1176 STATION DESCRIPTION
MB1176
MB1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1176'ABOUT 0.65 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
MB1176'THE MARKET STREET OVERPASS AT AKRON, SET VERTICALLY IN THE
MB1176'SOUTHEAST CONCRETE FACE AND NEAR THE NORTHEAST END OF THE
MB1176'NORTHWEST CONCRETE PIER OF THE NORTH EXPRESSWAY OVERPASS OVER
MB1176'THE RAILROAD, ABOUT 217 YARDS SOUTH OF THE CENTER LINE OF 2 ND
MB1176'AVENUE, 15.3 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 3.9
MB1176'FEET SOUTHWEST OF THE NORTHEAST END OF THE PIER AND 3 FEET ABOVE
MB1176'THE LEVEL OF THE GROUND AND TRACK.
MB1176
MB1176 STATION RECOVERY (1983)
MB1176
MB1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1176'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. IN EAST AKRON,
MB1176'AT THE INTERSTATE 76 HIGHWAY BRIDGE OVER THE CONRAIL RAILROAD, SET
MB1176'VERTICALLY IN THE EAST FACE AND NEAR THE NORTH END OF THE WEST
MB1176'ABUTMENT OF THE BRIDGE, 25.90 METERS (85.0 FT) SOUTH OF THE CENTERLINE
MB1176'OF 3RD AVENUE, 4.87 METERS (16.0 FT) SOUTHWEST OF THE SOUTHWEST RAIL
MB1176'OF THE TRACKS, 1.12 METERS (3.7 FT) SOUTH OF THE NORTHEAST CORNER OF
MB1176'THE WEST ABUTMENT OF THE BRIDGE.
MB1176'THE STATION IS 0.91 METERS ABOVE THE HEIGHT OF TRACKS .
|
|
|
|
|
|
|
|
|
|
|
|
2249152.5
|
510070.46875
|
0101000020960E0000E1563E7BE0284141B1F4B2E9DA211F41
|
true
|
2012-04-27 07:06:00 -0400
|
false
|
41.06222222222222222222
|
-81.48222222222222222223
|
-81.4822222222222
|
41.0622222222221
|
2249152.96283995
|
510070.728221725
|
685543.194160004
|
155469.868901704
|
847
|
847
|
J 303 S CO
|
MB1397
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2013 DESTROYED SCE
|
NAD 83(1986)
|
|
false
|
41
|
7
|
2.0
|
N
|
81
|
31
|
30.0
|
W
|
SCALED
|
-33.69
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
234.964
|
770.88
|
ADJUST
|
|
|
|
|
|
|
|
980180.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ALONG CUYAHOGA STREET, ABOUT 0.8 MILE SOUTH ALONG
CUYAHOGA STREET FROM THE JUNCTION OF SACKETT STREET, SET ON
THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF
A BRIDGE OVER THE CUYAHOGA RIVER, 24 FEET WEST OF THE CENTER
LINE OF THE STREET, 2.9 FEET NORTHWEST OF THE SOUTH END OF THE
WEST STEEL GUARD RAIL OF THE BRIDGE AND ABOUT LEVEL WITH THE
STREET.
RECOVERY NOTE 2013 SCE- BRIDGE HAS BEEN REPLACED AND MONUMENT LOST
|
2013-10-09 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1397 ***********************************************************************
MB1397 DESIGNATION - J 303 S CO
MB1397 PID - MB1397
MB1397 STATE/COUNTY- OH/SUMMIT
MB1397
MB1397 HORZ DATUM - NAD 83(1986)
MB1397 VERT DATUM - NAVD 88
MB1397
MB1397 POSITION - 41 07 02. (N) 081 31 30. (W) SCALED
MB1397 83 minus 27 - +00. -01. SCALED
MB1397
MB1397 HEIGHT - 234.964 (meters) 770.88 (feet) ADJUST
MB1397 88 minus 29 -0.20 ADJ UNCHK
MB1397 ***********************************************************************
MB1397
MB1397 GEOID HEIGHT- -33.69 GEOID90
MB1397 MODELED GRAV- 980,180.3 NAVD88
MB1397
MB1397
MB1397 VERT ORDER - FIRST CLASS 2
MB1397
MB1397
MB1397.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1397.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1397.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1397
MB1397
MB1397
MB1397
MB1397_STATION MARK IS A SURVEY DISK
MB1397_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1397_THE MARK IS STAMPED: J 303
MB1397
MB1397 HISTORY - Year Condition Recov. By
MB1397 HISTORY - UNK STATION MONUMENTED SUMMIT COUNTY OHIO
MB1397 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1397
MB1397 STATION DESCRIPTION
MB1397
MB1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1397'AT AKRON, ALONG CUYAHOGA STREET, ABOUT 0.8 MILE SOUTH ALONG
MB1397'CUYAHOGA STREET FROM THE JUNCTION OF SACKETT STREET, SET ON
MB1397'THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF
MB1397'A BRIDGE OVER THE CUYAHOGA RIVER, 24 FEET WEST OF THE CENTER
MB1397'LINE OF THE STREET, 2.9 FEET NORTHWEST OF THE SOUTH END OF THE
MB1397'WEST STEEL GUARD RAIL OF THE BRIDGE AND ABOUT LEVEL WITH THE
MB1397'STREET.
|
|
|
|
|
|
|
|
|
|
|
|
2237133.0
|
529972.875
|
0101000020960E000034F4DEB96611414163D6960B6A2C2041
|
true
|
2013-10-16 05:07:00 -0400
|
false
|
41.11722222222222222223
|
-81.525
|
-81.525
|
41.1172222222221
|
2237133.45211651
|
529973.022635173
|
681879.639964393
|
161536.100371386
|
848
|
848
|
GRANT C OF A
|
MB1434
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE SURVEY CREW HISTORY DESTROYED 2017 - 2022 DESTROYED
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
43.97457
|
N
|
81
|
31
|
5.23728
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
155434.494
|
682526.038
|
0.99993914
|
+
|
0
|
38
|
42.2
|
|
MT
|
|
|
|
|
315.417
|
1034.83
|
ADJUST
|
|
-0.36
|
DEFLEC90
|
|
|
|
|
980173.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF A BRIDGE ON THE
WEST EDGE OF GRANT STREET
AT A POINT WHERE GRANT STREET CROSSES OVER THE WEST EXPRESSWAY, ABOUT
1-1/4 MILES SOUTH OF DOWNTOWN AKRON.
IT IS A CITY OF AKRON DISK STAMPED GRANT, SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 4
INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
THAT IS FLUSH WITH THE TOP OF THE STREET AND WITH A 9 INCH IRON
MANHOLE COVER. IT IS 19.8 FEET
WEST OF THE CENTERLINE OF GRANT STREET, 39.7 FEET SOUTH OF THE
SOUTHWEST CORNER OF A BRIDGE, AND 7.1
FEET NORTHEAST OF THE SOUTHWEST CURB OF THE INTERSECTION OF GRANT
STREET AND EAST BOUND APPROACH TO THE
EXPRESSWAY.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, NEAR THE INTERSECTION OF GRANT STREET AND EAST SOUTH
STREET, 0.3 MILE EAST ALONG EAST SOUTH STREET FROM THE CROSSING
OF THE BALTIMORE AND OHIO RAILROAD, NEAR THE GRANT STREET BRIDGE
OVER THE WEST EXPRESSWAY, 163 FEET NORTH OF THE CENTER LINE OF
EAST SOUTH STREET, 39.7 FEET SOUTH OF THE SOUTHWEST CORNER OF
THE GRANT STREET BRIDGE OVER EXPRESSWAY, 20 FEET WEST OF THE CENTER
LINE OF GRANT STREET, 7.1 FEET NORTHEAST OF THE SOUTHWEST CURB
OF THE INTERSECTION OF GRANT STREET AND EAST-BOUND APPROACH TO
THE EXPRESSWAY, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW
THE LEVEL OF THE STREET ACCESS TO WHICH IS HAD THROUGH A 9
INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
IN TRAVELLED LANE
REPORTED DESTROYED 2017
|
2022-01-13 00:00:00 -0500
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1434 ***********************************************************************
MB1434 DESIGNATION - GRANT C OF A
MB1434 PID - MB1434
MB1434 STATE/COUNTY- OH/SUMMIT
MB1434
MB1434 HORZ DATUM - NAD 83(1986)
MB1434 VERT DATUM - NAVD 88
MB1434
MB1434 POSITION - 41 03 43.97457(N) 081 31 05.23728(W) ADJUSTED
MB1434 83 minus 27 - +00.19912 -00.57403 ADJUSTED
MB1434
MB1434 HEIGHT - 315.417 (meters) 1034.83 (feet) ADJUST
MB1434 88 minus 29 -0.20 ADJ UNCHK
MB1434 ***********************************************************************
MB1434
MB1434 LAPLACE CORR- -0.36 DEFLEC90
MB1434 GEOID HEIGHT- -33.59 GEOID90
MB1434 MODELED GRAV- 980,173.7 NAVD88
MB1434
MB1434
MB1434 HORZ ORDER - FIRST
MB1434 VERT ORDER - FIRST CLASS 2
MB1434
MB1434
MB1434.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1434.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1434.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1434.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1434
MB1434; North East Scale Converg.
MB1434;SPC OH N - 155,434.494 682,526.038 0.99993914 +0 38 42.2 MT
MB1434;UTM 17 - 4,545,792.872 456,466.109 0.99962332 -0 20 25.3 MT
MB1434
MB1434: Primary Azimuth Mark Grid Az
MB1434:SPC OH N - AKRON ST MARYS CHURCH SPIRE 298 53 54.7
MB1434:UTM 17 - AKRON ST MARYS CHURCH SPIRE 299 53 02.2
MB1434
MB1434|---------------------------------------------------------------------|
MB1434| Pid Reference Object Distance Geod. AZ |
MB1434| dddmmss.ss|
MB1434| MB2905 AKRON ST MARYS CHURCH SPIRE APPROX. 0.9 KM 2993236.9 |
MB1434|---------------------------------------------------------------------|
MB1434
MB1434_STATION MARK IS A SURVEY DISK
MB1434_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1434_THE MARK IS STAMPED: GRANT
MB1434
MB1434 HISTORY - Year Condition Recov. By
MB1434 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1434 HISTORY - 1963 CITY OF AKRON OHIO
MB1434 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1434
MB1434 STATION DESCRIPTION
MB1434
MB1434'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1434'THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF A BRIDGE ON THE
MB1434'WEST EDGE OF GRANT STREET
MB1434'AT A POINT WHERE GRANT STREET CROSSES OVER THE WEST EXPRESSWAY, ABOUT
MB1434'1-1/4 MILES SOUTH OF DOWNTOWN AKRON.
MB1434'IT IS A CITY OF AKRON DISK STAMPED GRANT, SET IN THE
MB1434'TOP OF A 6 INCH SQUARE CONCRETE POST THAT IS 4
MB1434'INCHES UNDER A 3 FOOT SQUARE OF CONCRETE
MB1434'THAT IS FLUSH WITH THE TOP OF THE STREET AND WITH A 9 INCH IRON
MB1434'MANHOLE COVER. IT IS 19.8 FEET
MB1434'WEST OF THE CENTERLINE OF GRANT STREET, 39.7 FEET SOUTH OF THE
MB1434'SOUTHWEST CORNER OF A BRIDGE, AND 7.1
MB1434'FEET NORTHEAST OF THE SOUTHWEST CURB OF THE INTERSECTION OF GRANT
MB1434'STREET AND EAST BOUND APPROACH TO THE
MB1434'EXPRESSWAY.
MB1434'
MB1434
MB1434 STATION RECOVERY (1964)
MB1434
MB1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1434'AT AKRON, NEAR THE INTERSECTION OF GRANT STREET AND EAST SOUTH
MB1434'STREET, 0.3 MILE EAST ALONG EAST SOUTH STREET FROM THE CROSSING
MB1434'OF THE BALTIMORE AND OHIO RAILROAD, NEAR THE GRANT STREET BRIDGE
MB1434'OVER THE WEST EXPRESSWAY, 163 FEET NORTH OF THE CENTER LINE OF
MB1434'EAST SOUTH STREET, 39.7 FEET SOUTH OF THE SOUTHWEST CORNER OF
MB1434'THE GRANT STREET BRIDGE OVER EXPRESSWAY, 20 FEET WEST OF THE CENTER
MB1434'LINE OF GRANT STREET, 7.1 FEET NORTHEAST OF THE SOUTHWEST CURB
MB1434'OF THE INTERSECTION OF GRANT STREET AND EAST-BOUND APPROACH TO
MB1434'THE EXPRESSWAY, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW
MB1434'THE LEVEL OF THE STREET ACCESS TO WHICH IS HAD THROUGH A 9
MB1434'INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2239254.75
|
509954.21875
|
0101000020960E0000CA9D63168B15414118891AAE0A201F41
|
true
|
2012-05-22 10:11:00 -0400
|
false
|
41.06221515833333333333
|
-81.51812146666666666667
|
-81.5181214666667
|
41.0622151583332
|
2239254.17491505
|
509954.6700231
|
682526.037566182
|
155434.494292012
|
849
|
849
|
GREER C OF A
|
MB1217
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONCRETE
|
GREER
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 2002 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
55.1787
|
N
|
81
|
25
|
28.57285
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157723.452
|
690358.672
|
0.99993917
|
+
|
0
|
42
|
23.3
|
|
MT
|
|
|
|
|
355.803
|
1167.33
|
ADJUST
|
|
-0.53
|
DEFLEC90
|
|
|
|
|
980171.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 4-3/4 MILES EAST OF DOWNTOWN AKRON, 0.45 MILE
WEST OF SOUTH MUNROE ROAD,
0.1 MILE SOUTH OF EASTWOOD AVENUE AND ON THE PROPERTY OF MR. J.
GREER. IT IS NEAR THE NORTHEAST
CORNER OF MR. GREERS PROPERTY, ABOUT 300 FEET NORTH OF HIS
HOUSE AND 2 FEET SOUTHWEST OF A 2 INCH
PIPE PROJECTING 1 FOOT, THIS MARKS THE NORTHEAST
CORNER OF MR. GREERS PROPERTY. THE MARK IS A CITY OF
AKRON DISK STAMPED GREER
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
TO REACH FROM THE INTERSECTION OF DARROW ROAD AND EASTWOOD AVENUE, GO
EAST ON EASTWOOD AVENUE
FOR 0.8 MILE TO SUNSET BOULEVARD ON THE RIGHT. TURN RIGHT AND GO
SOUTH ON SUNSET BOULEVARD FOR 0.2
MILE TO BYATT STREET ON THE LEFT. TURN LEFT AND GO EAST ON
BYATT STREET FOR 0.1 MILE TO MR. J. GREERS HOME (#100) ON THE LEFT.
TURN LEFT AND GO NORTH PASSING ON THE EAST SIDE OF MR. GREERS
HOUSE FOR 0.05 MILE TO THE STATION.
HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.8 MILE EAST ALONG EASTWOOD AVENUE FROM THE
INTERSECTION OF DARROW ROAD, THENCE 0.2 MILE SOUTH ALONG SUNSET
BOULEVARD, THENCE 0.1 EAST ALONG BYATT STREET, ON THE PROPERTY
OF MR. J. GREER (#100), NEAR THE NORTHEAST CORNER OF THE PROPERTY,
355 FEET NORTH OF THE CENTER LINE OF BYATT STREET, 2 FEET SOUTHWEST
OF A 2-INCH PIPE PROJECTING 1 FOOT WHICH IS THE NORTHEAST CORNER
PROPERTY MARKER OF THE PROPERTY, AND IS SET IN THE TOP OF A
CONCRETE POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS HAD
THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
NOT GOOD FOR GPS
|
2018-04-25 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1217 ***********************************************************************
MB1217 DESIGNATION - GREER C OF A
MB1217 PID - MB1217
MB1217 STATE/COUNTY- OH/SUMMIT
MB1217
MB1217 HORZ DATUM - NAD 83(1986)
MB1217 VERT DATUM - NAVD 88
MB1217
MB1217 POSITION - 41 04 55.17870(N) 081 25 28.57285(W) ADJUSTED
MB1217 83 minus 27 - +00.20546 -00.58572 ADJUSTED
MB1217
MB1217 HEIGHT - 355.803 (meters) 1167.33 (feet) ADJUST
MB1217 88 minus 29 -0.19 ADJ UNCHK
MB1217 ***********************************************************************
MB1217
MB1217 LAPLACE CORR- -0.53 DEFLEC90
MB1217 GEOID HEIGHT- -33.63 GEOID90
MB1217 MODELED GRAV- 980,171.5 NAVD88
MB1217
MB1217
MB1217 HORZ ORDER - FIRST
MB1217 VERT ORDER - FIRST CLASS 2
MB1217
MB1217
MB1217.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1217.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1217.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1217.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1217
MB1217; North East Scale Converg.
MB1217;SPC OH N - 157,723.452 690,358.672 0.99993917 +0 42 23.3 MT
MB1217;UTM 17 - 4,547,946.092 464,334.435 0.99961566 -0 16 44.5 MT
MB1217
MB1217: Primary Azimuth Mark Grid Az
MB1217:SPC OH N - AKRON TV STATION WAKR MAST 269 38 35.2
MB1217:UTM 17 - AKRON TV STATION WAKR MAST 270 37 43.0
MB1217
MB1217|---------------------------------------------------------------------|
MB1217| Pid Reference Object Distance Geod. AZ |
MB1217| dddmmss.ss|
MB1217| MB2920 AKRON TV STATION WAKR MAST APPROX. 7.9 KM 2702058.5 |
MB1217| MB2702 AKRON RADIO STA KQG 810 MAST APPROX. 1.5 KM 2780135.7 |
MB1217| MB2710 TALLMADGE FIRST CONG CH SPIRE APPROX. 2.6 KM 3272840.1 |
MB1217| MB2715 TALLMADGE MUNICIPAL STANDPIPE APPROX. 2.0 KM 3515921.4 |
MB1217|---------------------------------------------------------------------|
MB1217
MB1217_STATION MARK IS A SURVEY DISK
MB1217_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1217_THE MARK IS STAMPED: GREER
MB1217
MB1217 HISTORY - Year Condition Recov. By
MB1217 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1217 HISTORY - 1963 CITY OF AKRON OHIO
MB1217 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1217 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1217
MB1217 STATION DESCRIPTION
MB1217
MB1217'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1217'THE STATION IS ABOUT 4-3/4 MILES EAST OF DOWNTOWN AKRON, 0.45 MILE
MB1217'WEST OF SOUTH MUNROE ROAD,
MB1217'0.1 MILE SOUTH OF EASTWOOD AVENUE AND ON THE PROPERTY OF MR. J.
MB1217'GREER. IT IS NEAR THE NORTHEAST
MB1217'CORNER OF MR. GREERS PROPERTY, ABOUT 300 FEET NORTH OF HIS
MB1217'HOUSE AND 2 FEET SOUTHWEST OF A 2 INCH
MB1217'PIPE PROJECTING 1 FOOT, THIS MARKS THE NORTHEAST
MB1217'CORNER OF MR. GREERS PROPERTY. THE MARK IS A CITY OF
MB1217'AKRON DISK STAMPED GREER
MB1217'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB1217'THE SURFACE OF A 3 FOOT SQUARE OF
MB1217'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1217'
MB1217'TO REACH FROM THE INTERSECTION OF DARROW ROAD AND EASTWOOD AVENUE, GO
MB1217'EAST ON EASTWOOD AVENUE
MB1217'FOR 0.8 MILE TO SUNSET BOULEVARD ON THE RIGHT. TURN RIGHT AND GO
MB1217'SOUTH ON SUNSET BOULEVARD FOR 0.2
MB1217'MILE TO BYATT STREET ON THE LEFT. TURN LEFT AND GO EAST ON
MB1217'BYATT STREET FOR 0.1 MILE TO MR. J. GREERS
MB1217'HOME ON THE LEFT. TURN LEFT AND GO NORTH
MB1217'PASSING ON THE EAST SIDE OF MR. GREERS HOUSE FOR 0.05 MILE TO
MB1217'THE STATION.
MB1217'
MB1217'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
MB1217'
MB1217
MB1217 STATION RECOVERY (1964)
MB1217
MB1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1217'AT AKRON, ABOUT 0.8 MILE EAST ALONG EASTWOOD AVENUE FROM THE
MB1217'INTERSECTION OF DARROW ROAD, THENCE 0.2 MILE SOUTH ALONG SUNSET
MB1217'BOULEVARD, THENCE 0.1 EAST ALONG BYATT STREET, ON THE PROPERTY
MB1217'OF MR. J. GREER, NEAR THE NORTHEAST CORNER OF THE PROPERTY,
MB1217'355 FEET NORTH OF THE CENTER LINE OF BYATT STREET, 2 FEET SOUTHWEST
MB1217'OF A 2-INCH PIPE PROJECTING 1 FOOT WHICH IS THE NORTHEAST CORNER
MB1217'PROPERTY MARKER OF THE PROPERTY, AND IS SET IN THE TOP OF A
MB1217'CONCRETE POST 4 INCHES UNDERGROUND ACCESS TO WHICH IS HAD
MB1217'THROUGH A 9 INCH CAST IRON COVER MARKED AKRON SURVEY 1963.
MB1217
MB1217 STATION RECOVERY (1989)
MB1217
MB1217'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1217'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2264951.0
|
517464.0
|
0101000020960E0000ACD846DFBB474141A5A3727061951F41
|
true
|
2013-05-10 06:55:00 -0400
|
false
|
41.08199408333333333334
|
-81.42460356944444444445
|
-81.4246035694444
|
41.0819940833332
|
2264951.74434956
|
517464.359812314
|
690358.67239509
|
157723.452317681
|
850
|
850
|
H 178
|
MB1232
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1980 GOOD LOCAL SURVEYORHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
31.0
|
N
|
81
|
27
|
58.0
|
W
|
SCALED
|
-33.57
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
317.201
|
1040.68
|
ADJUST
|
|
|
|
|
|
|
|
980170.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, AT AKRON AIRPORT, ABOUT 0.2 MILE WEST OF THE ADMINISTRATION
BUILDING, NEAR THE GOODYEAR HANGAR, IN THE TOP OF THE NORTHEAST
CORNER OF CONCRETE BASE OF GASOLINE SEPARATOR PIT, 68 FEET EAST
OF SOUTHEAST CORNER OF GOODYEAR HANGAR, 20 FEET WEST OF EAST
EDGE OF CONCRETE APRON, 3 FEET SOUTH OF EXTENDED SOUTH WALL OF
HANGAR BUILDING AND ABOUT LEVEL WITH APRON.
RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
GOOD CONDITION
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1232 ***********************************************************************
MB1232 DESIGNATION - H 178
MB1232 PID - MB1232
MB1232 STATE/COUNTY- OH/SUMMIT
MB1232
MB1232 HORZ DATUM - NAD 83(1986)
MB1232 VERT DATUM - NAVD 88
MB1232
MB1232 POSITION - 41 02 31. (N) 081 27 58. (W) SCALED
MB1232 83 minus 27 - +00. -01. SCALED
MB1232
MB1232 HEIGHT - 317.201 (meters) 1040.68 (feet) ADJUST
MB1232 88 minus 29 -0.19 ADJ UNCHK
MB1232 ***********************************************************************
MB1232
MB1232 GEOID HEIGHT- -33.57 GEOID90
MB1232 MODELED GRAV- 980,170.4 NAVD88
MB1232
MB1232
MB1232 VERT ORDER - FIRST CLASS 2
MB1232
MB1232
MB1232.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1232.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1232.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1232
MB1232
MB1232
MB1232
MB1232_STATION MARK IS A BENCH MARK DISK
MB1232_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1232_THE MARK IS STAMPED: H 178 1954
MB1232
MB1232 HISTORY - Year Condition Recov. By
MB1232 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1232 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1232 HISTORY - 1980 GOOD LOCAL SURVEYOR
MB1232
MB1232 STATION DESCRIPTION
MB1232
MB1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1232'AT AKRON, AT AKRON AIRPORT, ABOUT 0.2 MILE WEST OF THE ADMINISTRATION
MB1232'BUILDING, NEAR THE GOODYEAR HANGAR, IN THE TOP OF THE NORTHEAST
MB1232'CORNER OF CONCRETE BASE OF GASOLINE SEPARATOR PIT, 68 FEET EAST
MB1232'OF SOUTHEAST CORNER OF GOODYEAR HANGAR, 20 FEET WEST OF EAST
MB1232'EDGE OF CONCRETE APRON, 3 FEET SOUTH OF EXTENDED SOUTH WALL OF
MB1232'HANGAR BUILDING AND ABOUT LEVEL WITH APRON.
MB1232
MB1232 STATION RECOVERY (1980)
MB1232
MB1232'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
MB1232'GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2253683.25
|
502735.03125
|
0101000020960E0000D9B7EE7DB9314141A63FE7C13EAF1E41
|
true
|
2012-05-08 04:14:00 -0400
|
false
|
41.04194444444444444444
|
-81.46611111111111111111
|
-81.4661111111111
|
41.0419444444443
|
2253682.9838476
|
502735.689358706
|
686923.947324643
|
153234.144584806
|
851
|
851
|
H 179
|
MB1303
|
OH
|
Summit
|
|
USGS
|
1953-12-31 00:00:00 -0500
|
Disk in Concrete
|
H 179 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
10.91334
|
N
|
81
|
36
|
32.47527
|
W
|
ADJUSTED
|
-33.48
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
148780.589
|
674953.438
|
0.99993977
|
+
|
0
|
35
|
7.2
|
|
MT
|
|
|
|
|
295.654
|
969.99
|
ADJUST
|
|
-0.83
|
DEFLEC90
|
|
|
|
|
980171.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
ABOUT 0.65 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
THE STATION AT BARBERTON, AT THE CROSSING OF HUDSON RUN ROAD, IN
THE TOP OF THE SOUTH END OF EAST ABUTMENT OF A NEW BRIDGE ALONG
HUDSON RUN ROAD OVER WOLF CREEK, 117 FEET WEST OF CENTER OF CROSSING
OF HUDSON RUN ROAD AND WEST TRACK, 144 FEET NORTHWEST AND ACROSS
TRACKS FROM MILE POST 21, 20 FEET SOUTH OF CENTER LINE OF HUDSON RUN
ROAD AND ABOUT LEVEL WITH ROAD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
NOT GOOD FOR GPS.
|
2018-05-01 00:00:00 -0400
|
COSE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1303 ***********************************************************************
MB1303 DESIGNATION - H 179
MB1303 PID - MB1303
MB1303 STATE/COUNTY- OH/SUMMIT
MB1303
MB1303 HORZ DATUM - NAD 83(1986)
MB1303 VERT DATUM - NAVD 88
MB1303
MB1303 POSITION - 41 00 10.91334(N) 081 36 32.47527(W) ADJUSTED
MB1303 83 minus 27 - +00.19881 -00.55962 NADCON
MB1303
MB1303 HEIGHT - 295.654 (meters) 969.99 (feet) ADJUST
MB1303 88 minus 29 -0.21 ADJ UNCHK
MB1303 ***********************************************************************
MB1303
MB1303 LAPLACE CORR- -0.83 DEFLEC90
MB1303 GEOID HEIGHT- -33.48 GEOID90
MB1303 MODELED GRAV- 980,171.3 NAVD88
MB1303
MB1303
MB1303 HORZ ORDER - FIRST
MB1303 VERT ORDER - FIRST CLASS 2
MB1303
MB1303
MB1303.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1303.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
MB1303.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1303.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1303
MB1303; North East Scale Converg.
MB1303;SPC OH N - 148,780.589 674,953.438 0.99993977 +0 35 07.2 MT
MB1303;UTM 17 - 4,539,272.183 448,782.620 0.99963229 -0 23 58.5 MT
MB1303
MB1303
MB1303
MB1303_STATION MARK IS A BENCH MARK DISK
MB1303_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1303_THE MARK IS STAMPED: H 179 1954
MB1303
MB1303 HISTORY - Year Condition Recov. By
MB1303 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1303 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1303 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1303
MB1303 STATION DESCRIPTION
MB1303
MB1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1303'ABOUT 0.65 MILE SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
MB1303'THE STATION AT BARBERTON, AT THE CROSSING OF HUDSON ROAD, IN
MB1303'THE TOP OF THE SOUTH END OF EAST ABUTMENT OF A NEW BRIDGE ALONG
MB1303'HUDSON ROAD OVER WOLF CREEK, 117 FEET WEST OF CENTER OF CROSSING
MB1303'OF HUDSON ROAD AND WEST TRACK, 144 FEET NORTHWEST AND ACROSS
MB1303'TRACKS FROM MILE POST 21, 20 FEET SOUTH OF CENTER LINE OF HUDSON
MB1303'ROAD AND ABOUT LEVEL WITH ROAD.
MB1303
MB1303 STATION RECOVERY (1983)
MB1303
MB1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1303'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2214408.75
|
488124.75
|
0101000020960E0000594865DE04E540415A862B42F1CA1D41
|
true
|
2011-07-05 10:28:00 -0400
|
false
|
41.00303148333333333333
|
-81.60902090833333333333
|
-81.6090209083333
|
41.0030314833332
|
2214409.7374659
|
488124.314619159
|
674953.437886482
|
148780.58865708
|
852
|
852
|
H 301
|
MB1363
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
5
|
58.0
|
N
|
81
|
34
|
17.0
|
W
|
SCALED
|
-33.65
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
302.596
|
992.77
|
ADJUST
|
|
|
|
|
|
|
|
980179.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, ALONG MULL AVENUE, ABOUT 0.1 MILE WEST OF THE
INTERSECTION OF MULL AVENUE AND HAWKINS AVENUE, AT THE SIMON
PERKINS JUNIOR HIGH SCHOOL, SET VERTICALLY IN THE EAST BRICK FACE
AND NEAR THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 2.5 FEET
SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND 2.2 FEET ABOVE
THE LEVEL OF THE GROUND.
|
2018-06-06 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1363 ***********************************************************************
MB1363 DESIGNATION - H 301
MB1363 PID - MB1363
MB1363 STATE/COUNTY- OH/SUMMIT
MB1363
MB1363 HORZ DATUM - NAD 83(1986)
MB1363 VERT DATUM - NAVD 88
MB1363
MB1363 POSITION - 41 05 58. (N) 081 34 17. (W) SCALED
MB1363 83 minus 27 - +00. -01. SCALED
MB1363
MB1363 HEIGHT - 302.596 (meters) 992.77 (feet) ADJUST
MB1363 88 minus 29 -0.20 ADJ UNCHK
MB1363 ***********************************************************************
MB1363
MB1363 GEOID HEIGHT- -33.65 GEOID90
MB1363 MODELED GRAV- 980,179.1 NAVD88
MB1363
MB1363
MB1363 VERT ORDER - FIRST CLASS 2
MB1363
MB1363
MB1363.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1363.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1363.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1363
MB1363
MB1363
MB1363
MB1363_STATION MARK IS A BENCH MARK DISK
MB1363_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1363_THE MARK IS STAMPED: H 301 1963
MB1363
MB1363 HISTORY - Year Condition Recov. By
MB1363 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1363
MB1363 STATION DESCRIPTION
MB1363
MB1363'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1363'AT AKRON, ALONG MULL AVENUE, ABOUT 0.1 MILE WEST OF THE
MB1363'INTERSECTION OF MULL AVENUE AND HAWKINS AVENUE, AT THE SIMON
MB1363'PERKINS JUNIOR HIGH SCHOOL, SET VERTICALLY IN THE EAST BRICK FACE
MB1363'AND NEAR THE NORTHEAST CORNER OF THE SCHOOL BUILDING, 2.5 FEET
MB1363'SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND 2.2 FEET ABOVE
MB1363'THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2224422.0
|
523357.1875
|
0101000020960E000084460FE392F840412C457B6973F11F41
|
true
|
2012-05-15 07:04:00 -0400
|
false
|
41.09944444444444444444
|
-81.57138888888888888889
|
-81.5713888888889
|
41.0994444444443
|
2224421.77390367
|
523356.853009301
|
678005.112696064
|
159519.487836193
|
853
|
853
|
H 302
|
MB1335
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
DISK
|
H 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD -2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
8
|
29.0
|
N
|
81
|
34
|
8.0
|
W
|
SCALED
|
-33.74
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
275.022
|
902.3
|
ADJUST
|
|
|
|
|
|
|
|
980185.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, ABOUT 0.25 MILE WEST ALONG SMITH ROAD FROM THE
INTERSECTION OF RIVERVIEW ROAD, 29.5 FEET NORTH OF THE CENTER
LINE OF THE ROAD, 10.5 FEET EAST OF THE CENTER LINE OF DRIVEWAY
LEADING TO AN OIL WELL, 46 FEET EAST OF CABLE POLE 87220,
AND SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
WALL OF A 16-INCH METAL PIPE CULVERT UNDER THE DRIVEWAY AND
ABOUT LEVEL WITH THE ROAD.
|
2017-09-12 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1335 ***********************************************************************
MB1335 DESIGNATION - H 302
MB1335 PID - MB1335
MB1335 STATE/COUNTY- OH/SUMMIT
MB1335
MB1335 HORZ DATUM - NAD 83(1986)
MB1335 VERT DATUM - NAVD 88
MB1335
MB1335 POSITION - 41 08 29. (N) 081 34 08. (W) SCALED
MB1335 83 minus 27 - +00. -01. SCALED
MB1335
MB1335 HEIGHT - 275.022 (meters) 902.30 (feet) ADJUST
MB1335 88 minus 29 -0.20 ADJ UNCHK
MB1335 ***********************************************************************
MB1335
MB1335 GEOID HEIGHT- -33.74 GEOID90
MB1335 MODELED GRAV- 980,185.5 NAVD88
MB1335
MB1335
MB1335 VERT ORDER - FIRST CLASS 2
MB1335
MB1335
MB1335.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1335.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1335.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1335
MB1335
MB1335
MB1335
MB1335_STATION MARK IS A BENCH MARK DISK
MB1335_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1335_THE MARK IS STAMPED: H 302 1964
MB1335
MB1335 HISTORY - Year Condition Recov. By
MB1335 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1335
MB1335 STATION DESCRIPTION
MB1335
MB1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1335'AT AKRON, ABOUT 0.25 MILE WEST ALONG SMITH ROAD FROM THE
MB1335'INTERSECTION OF RIVERVIEW ROAD, 29.5 FEET NORTH OF THE CENTER
MB1335'LINE OF THE ROAD, 10.5 FEET EAST OF THE CENTER LINE OF DRIVEWAY
MB1335'LEADING TO HOUSE NO. 1651, 46 FEET EAST OF CABLE POLE 87220,
MB1335'AND SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
MB1335'WALL OF A 16-INCH METAL PIPE CULVERT UNDER THE DRIVEWAY AND
MB1335'ABOUT LEVEL WITH THE ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2224948.5
|
538644.8125
|
0101000020960E00007522BDCB99F94041554934502A702041
|
true
|
2012-07-26 09:01:00 -0400
|
false
|
41.14138888888888888889
|
-81.56888888888888888889
|
-81.5688888888889
|
41.1413888888887
|
2224947.59170943
|
538645.156648914
|
678165.382283799
|
164179.372105316
|
854
|
854
|
H 337
|
MB1814
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
H 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY NOT RECOVERED 2021
|
NAD 83(1986)
|
|
false
|
41
|
20
|
9.0
|
N
|
81
|
30
|
52.0
|
W
|
SCALED
|
-34.09
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
318.047
|
1043.46
|
ADJUST
|
|
|
|
|
|
|
|
980191.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
IN MACEDONIA, IN TOP OF THE NORTHWEST ABUTMENT OF THE RAILROAD BRIDGE
OVER LEDGE ROAD, 4.27 METERS (14.0 FT) NORTH OF THE CENTER OF LEDGE
ROAD, 2.44 METERS (8.0 FT) WEST OF THE WEST RAIL OF A SIDE TRACK.
THE STATION IS 0.09 METERS ABOVE THE HEIGHT OF RAIL .
UNDER I-271 BRIDGE.
NOT SUITABLE FOR GPS.
NOT RECOVERED 2016. A NEW WINGWALL WAS BUILT ON TOP OF THE MONUMENT.
|
2021-05-27 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1814 ***********************************************************************
MB1814 DESIGNATION - H 337
MB1814 PID - MB1814
MB1814 STATE/COUNTY- OH/SUMMIT
MB1814
MB1814 HORZ DATUM - NAD 83(1986)
MB1814 VERT DATUM - NAVD 88
MB1814
MB1814 POSITION - 41 20 09. (N) 081 30 52. (W) SCALED
MB1814 83 minus 27 - +00. -01. SCALED
MB1814
MB1814 HEIGHT - 318.047 (meters) 1043.46 (feet) ADJUST
MB1814 88 minus 29 -0.214 ADJUSTED
MB1814 ***********************************************************************
MB1814
MB1814 GEOID HEIGHT- -34.09 GEOID90
MB1814 MODELED GRAV- 980,191.2 NAVD88
MB1814
MB1814
MB1814 VERT ORDER - FIRST CLASS 2
MB1814
MB1814
MB1814.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1814.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1814.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1814
MB1814
MB1814
MB1814
MB1814_STATION MARK IS A BENCH MARK DISK
MB1814_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
MB1814_THE MONUMENT IS 0.09 METERS ABOVE THE HEIGHT OF RAIL
MB1814_THE MARK IS STAMPED: H 337 1983
MB1814
MB1814 HISTORY - Year Condition Recov. By
MB1814 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1814 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1814
MB1814 STATION DESCRIPTION
MB1814
MB1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1814'IN MACEDONIA, IN TOP OF THE NORTHWEST ABUTMENT OF THE RAILROAD BRIDGE
MB1814'OVER LEDGE ROAD, 4.27 METERS (14.0 FT) NORTH OF THE CENTER OF LEDGE
MB1814'ROAD, 2.44 METERS (8.0 FT) WEST OF THE WEST RAIL OF A SIDE TRACK.
MB1814'THE STATION IS 0.09 METERS ABOVE THE HEIGHT OF RAIL .
|
|
|
|
|
|
|
|
|
|
|
|
2239037.0
|
609582.0
|
0101000020960E0000ED1A63C852154141F86B872FE49A2241
|
true
|
2012-08-31 04:24:00 -0400
|
false
|
41.33583333333333333333
|
-81.51444444444444444444
|
-81.5144444444445
|
41.3358333333332
|
2239141.56552445
|
609650.092830061
|
682491.714155281
|
185821.719938025
|
856
|
856
|
HALL A C OF A
|
MB1289
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
4
|
54.61045
|
N
|
81
|
30
|
55.71537
|
W
|
ADJUSTED
|
-33.63
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157615.754
|
682723.74
|
0.99993917
|
+
|
0
|
38
|
48.4
|
|
MT
|
|
|
|
|
301.219
|
988.25
|
ADJUST
|
|
-0.2
|
DEFLEC90
|
|
|
|
|
980175.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
NO TEXT AVAILABLE.
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, IN THE DOWNTOWN SECTION, AT THE INTERSECTION OF
BROADWAY AND MILL STREET, 25.8 FEET EAST OF THE CENTER LINE OF
BROADWAY, 8 FEET NORTHWEST OF THE SOUTHEAST CURB OF THE
INTERSECTION, 15 FEET WEST OF A STREET LIGHT POLE, 5 INCHES
UNDER THE SURFACE OF THE STREET AND SET IN THE TOP OF A CONCRETE
POST COVERED WITH A 9 INCH IRON COVER.
|
2015-05-25 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1289 ***********************************************************************
MB1289 DESIGNATION - HALL A C OF A
MB1289 PID - MB1289
MB1289 STATE/COUNTY- OH/SUMMIT
MB1289
MB1289 HORZ DATUM - NAD 83(1986)
MB1289 VERT DATUM - NAVD 88
MB1289
MB1289 POSITION - 41 04 54.61045(N) 081 30 55.71537(W) ADJUSTED
MB1289 83 minus 27 - +00.19908 -00.57202 ADJUSTED
MB1289
MB1289 HEIGHT - 301.219 (meters) 988.25 (feet) ADJUST
MB1289 88 minus 29 -0.20 ADJ UNCHK
MB1289 ***********************************************************************
MB1289
MB1289 LAPLACE CORR- -0.20 DEFLEC90
MB1289 GEOID HEIGHT- -33.63 GEOID90
MB1289 MODELED GRAV- 980,175.7 NAVD88
MB1289
MB1289
MB1289 HORZ ORDER - SECOND
MB1289 VERT ORDER - FIRST CLASS 2
MB1289
MB1289
MB1289.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1289.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1289.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1289.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1289
MB1289; North East Scale Converg.
MB1289;SPC OH N - 157,615.754 682,723.740 0.99993917 +0 38 48.4 MT
MB1289;UTM 17 - 4,547,969.720 456,701.222 0.99962307 -0 20 19.5 MT
MB1289
MB1289
MB1289
MB1289_STATION MARK IS A SURVEY DISK
MB1289_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1289_THE MARK IS STAMPED: HALL A
MB1289
MB1289 HISTORY - Year Condition Recov. By
MB1289 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1289 HISTORY - 1963 CITY OF AKRON OHIO
MB1289
MB1289 STATION DESCRIPTION
MB1289
MB1289'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1289'NO TEXT AVAILABLE.
|
|
|
|
|
|
|
|
|
|
|
|
2239901.75
|
517111.1875
|
0101000020960E000006BFE866CF164141E9AD0D13DC8F1F41
|
true
|
2013-10-16 05:11:00 -0400
|
false
|
41.08183623611111111111
|
-81.51547649166666666667
|
-81.5154764916666
|
41.081836236111
|
2239902.80397785
|
517111.01860687
|
682723.740099928
|
157615.753702866
|
857
|
857
|
HALL B C OF A
|
MB1288
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
4
|
47.8704
|
N
|
81
|
30
|
59.45846
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157406.872
|
682638.724
|
0.99993916
|
+
|
0
|
38
|
46.0
|
|
MT
|
|
|
|
|
308.059
|
1010.69
|
ADJUST
|
|
-0.22
|
DEFLEC90
|
|
|
|
|
980175.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
NO TEXT AVAILABLE.
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, IN THE DOWNTOWN PART OF THE CITY, ALONG BROADWAY
STREET, ABOUT 0.15 MILE SOUTH ALONG BROADWAY FROM ITS
INTERSECTION WITH MILL STREET, AT 165 BROADWAY, 7.6 FEET NORTH
OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING TO ARMORY,
30 1/2 FEET SOUTHEAST OF A STREET LIGHT POLE, 24.2 FEET WEST OF
THE EAST CURB OF BROADWAY, SET IN THE TOP OF A CONCRETE POST 5
INCHES UNDER BROADWAY AND COVERED WITH A 9 INCH IRON COVER.
STATION RECOVERY (2006)
RECOVERY NOTE BY GEOCACHING 2006 (RLM)
MEASUREMENTS INDICATE THAT THE MARK HAS BEEN PAVED OVER.
|
2013-10-09 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1288 ***********************************************************************
MB1288 DESIGNATION - HALL B C OF A
MB1288 PID - MB1288
MB1288 STATE/COUNTY- OH/SUMMIT
MB1288
MB1288 HORZ DATUM - NAD 83(1986)
MB1288 VERT DATUM - NAVD 88
MB1288
MB1288 POSITION - 41 04 47.87040(N) 081 30 59.45846(W) ADJUSTED
MB1288 83 minus 27 - +00.19909 -00.57215 ADJUSTED
MB1288
MB1288 HEIGHT - 308.059 (meters) 1010.69 (feet) ADJUST
MB1288 88 minus 29 -0.20 ADJ UNCHK
MB1288 ***********************************************************************
MB1288
MB1288 LAPLACE CORR- -0.22 DEFLEC90
MB1288 GEOID HEIGHT- -33.62 GEOID90
MB1288 MODELED GRAV- 980,175.5 NAVD88
MB1288
MB1288
MB1288 HORZ ORDER - SECOND
MB1288 VERT ORDER - FIRST CLASS 2
MB1288
MB1288
MB1288.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1288.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1288.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1288.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1288
MB1288; North East Scale Converg.
MB1288;SPC OH N - 157,406.872 682,638.724 0.99993916 +0 38 46.0 MT
MB1288;UTM 17 - 4,547,762.397 456,612.655 0.99962317 -0 20 21.9 MT
MB1288
MB1288
MB1288
MB1288_STATION MARK IS A SURVEY DISK
MB1288_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1288_THE MARK IS STAMPED: HALL B
MB1288
MB1288 HISTORY - Year Condition Recov. By
MB1288 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1288 HISTORY - 1963 CITY OF AKRON OHIO
MB1288
MB1288 STATION DESCRIPTION
MB1288
MB1288'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1288'NO TEXT AVAILABLE.
|
|
|
|
|
|
|
|
|
|
|
|
2239623.5
|
516425.59375
|
0101000020960E00002CF8D8F04316414152800CD926851F41
|
true
|
2013-10-16 05:22:00 -0400
|
false
|
41.079964
|
-81.51651623888888888889
|
-81.5165162388889
|
41.0799639999998
|
2239623.88162138
|
516425.711961751
|
682638.724395645
|
157406.871819668
|
863
|
863
|
HIGHLAND A C OF A
|
MB1372
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTEDHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2012 GOOD SCE 2015- FOUND GOOD CONDITION SUMMIT COUNTY SURVEY CREW - 2018 GOOD COSE SURVEY CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
5
|
48.16805
|
N
|
81
|
32
|
38.45316
|
W
|
ADJUSTED
|
-33.65
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
159241.065
|
680307.825
|
0.99993927
|
+
|
0
|
37
|
40.9
|
|
MT
|
|
|
|
|
332.9
|
1092.19
|
ADJUST
|
|
-0.32
|
DEFLEC90
|
|
|
|
|
980178.5
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
HIGHLAND A IS NEAR THE SOUTH EDGE OF WEST MARKET STREET, IN FRONT OF
THE HIGHLAND THEATER, ABOUT
300 FEET EAST OF THE INTERSECTION OF NORTH PORTAGE PATH AND WEST
MARKET STREET. IT IS 11.6 FEET
NORTH OF THE SOUTH CURB OF WEST MARKET STREET, 21 FEET SOUTH OF
THE CENTERLINE OF WEST MARKET STREET AND
25.8 NORTH OF THE NORTHWEST CORNER OF THE
HIGHLAND THEATER TICKET BOOTH. THE MARK IS A CITY OF AKRON
DISK STAMPED HIGHLAND A SET IN
THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
|
2022-01-21 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1372 ***********************************************************************
MB1372 DESIGNATION - HIGHLAND A C OF A
MB1372 PID - MB1372
MB1372 STATE/COUNTY- OH/SUMMIT
MB1372
MB1372 HORZ DATUM - NAD 83(1986)
MB1372 VERT DATUM - NAVD 88
MB1372
MB1372 POSITION - 41 05 48.16805(N) 081 32 38.45316(W) ADJUSTED
MB1372 83 minus 27 - +00.19671 -00.56609 ADJUSTED
MB1372
MB1372 HEIGHT - 332.900 (meters) 1092.19 (feet) ADJUST
MB1372 88 minus 29 -0.20 ADJ UNCHK
MB1372 ***********************************************************************
MB1372
MB1372 LAPLACE CORR- -0.32 DEFLEC90
MB1372 GEOID HEIGHT- -33.65 GEOID90
MB1372 MODELED GRAV- 980,178.5 NAVD88
MB1372
MB1372
MB1372 HORZ ORDER - SECOND
MB1372 VERT ORDER - FIRST CLASS 2
MB1372
MB1372
MB1372.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1372.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1372.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1372.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1372
MB1372; North East Scale Converg.
MB1372;SPC OH N - 159,241.065 680,307.825 0.99993927 +0 37 40.9 MT
MB1372;UTM 17 - 4,549,635.822 454,314.373 0.99962569 -0 21 27.4 MT
MB1372
MB1372
MB1372
MB1372_STATION MARK IS A SURVEY DISK
MB1372_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1372_THE MARK IS STAMPED: HIGHLAND A
MB1372
MB1372 HISTORY - Year Condition Recov. By
MB1372 HISTORY - UNK STATION MONUMENTED
MB1372 HISTORY - 1963 CITY OF AKRON OHIO
MB1372
MB1372 STATION DESCRIPTION
MB1372
MB1372'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1372'HIGHLAND A IS NEAR THE SOUTH EDGE OF WEST MARKET STREET, IN FRONT OF
MB1372'THE HIGHLAND THEATER, ABOUT
MB1372'300 FEET EAST OF THE INTERSECTION OF NORTH PORTAGE PATH AND WEST
MB1372'MARKET STREET. IT IS 11.6 FEET
MB1372'NORTH OF THE SOUTH CURB OF WEST MARKET STREET, 21 FEET SOUTH OF
MB1372'THE CENTERLINE OF WEST MARKET STREET AND
MB1372'25.8 NORTH OF THE NORTHWEST CORNER OF THE
MB1372'HIGHLAND THEATER TICKET BOOTH. THE MARK IS A CITY OF AKRON
MB1372'DISK STAMPED HIGHLAND A SET IN
MB1372'THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
MB1372'SURFACE OF A 3 FOOT SQUARE OF
MB1372'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1372'
|
|
|
|
|
|
|
|
|
|
|
|
2231976.75
|
522443.625
|
0101000020960E00005981674B54074141950F3C922DE31F41
|
true
|
2012-05-15 07:16:00 -0400
|
false
|
41.09671334722222222222
|
-81.54401476666666666666
|
-81.5440147666667
|
41.0967133472221
|
2231976.58909623
|
522443.392807239
|
680307.82497218
|
159241.064609757
|
864
|
864
|
HIGHLAND B C OF A
|
MB1371
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTEDHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2012 UNABLE TO LOCATE SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
5
|
51.89075
|
N
|
81
|
32
|
46.42038
|
W
|
ADJUSTED
|
-33.65
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
159353.856
|
680120.663
|
0.99993928
|
+
|
0
|
37
|
35.7
|
|
MT
|
|
|
|
|
337.622
|
1107.68
|
ADJUST
|
|
-0.32
|
DEFLEC90
|
|
|
|
|
980178.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
HIGHLAND B IS ABOUT 250 FEET WEST OF THE INTERSECTION OF NORTH
PORTAGE PATH AND WEST MARKET
STREET NEAR THE SOUTH EDGE OF THE EAST BOUND LANE OF WEST MARKET
STREET. IT IS 4.6 FEET NORTH OF THE
SOUTH CURB OF WEST MARKET STREET, 13.4 FEET SOUTH OF THE
CENTERLINE OF WEST MARKET STREET, 13.2 FEET
NORTHEAST OF POWER POLE NUMBER 50847 AND
149 FEET EAST OF THE INTERSECTION OF WEST MARKET AND MARVIN
AVENUE. THE MARK IS A CITY OF AKRON
DISK STAMPED HIGHLAND B SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
MONUMENT 4 INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
IRON COVER.
|
2019-01-07 00:00:00 -0500
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1371 ***********************************************************************
MB1371 DESIGNATION - HIGHLAND B C OF A
MB1371 PID - MB1371
MB1371 STATE/COUNTY- OH/SUMMIT
MB1371
MB1371 HORZ DATUM - NAD 83(1986)
MB1371 VERT DATUM - NAVD 88
MB1371
MB1371 POSITION - 41 05 51.89075(N) 081 32 46.42038(W) ADJUSTED
MB1371 83 minus 27 - +00.19648 -00.56570 ADJUSTED
MB1371
MB1371 HEIGHT - 337.622 (meters) 1107.68 (feet) ADJUST
MB1371 88 minus 29 -0.20 ADJ UNCHK
MB1371 ***********************************************************************
MB1371
MB1371 LAPLACE CORR- -0.32 DEFLEC90
MB1371 GEOID HEIGHT- -33.65 GEOID90
MB1371 MODELED GRAV- 980,178.7 NAVD88
MB1371
MB1371
MB1371 HORZ ORDER - SECOND
MB1371 VERT ORDER - FIRST CLASS 2
MB1371
MB1371
MB1371.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1371.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1371.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1371.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1371
MB1371; North East Scale Converg.
MB1371;SPC OH N - 159,353.856 680,120.663 0.99993928 +0 37 35.7 MT
MB1371;UTM 17 - 4,549,751.780 454,129.237 0.99962590 -0 21 32.6 MT
MB1371
MB1371
MB1371
MB1371_STATION MARK IS A SURVEY DISK
MB1371_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1371_THE MARK IS STAMPED: HIGHLAND B
MB1371
MB1371 HISTORY - Year Condition Recov. By
MB1371 HISTORY - UNK STATION MONUMENTED
MB1371 HISTORY - 1963 CITY OF AKRON OHIO
MB1371
MB1371 STATION DESCRIPTION
MB1371
MB1371'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1371'HIGHLAND B IS ABOUT 250 FEET WEST OF THE INTERSECTION OF NORTH
MB1371'PORTAGE PATH AND WEST MARKET
MB1371'STREET NEAR THE SOUTH EDGE OF THE EAST BOUND LANE OF WEST MARKET
MB1371'STREET. IT IS 4.6 FEET NORTH OF THE
MB1371'SOUTH CURB OF WEST MARKET STREET, 13.4 FEET SOUTH OF THE
MB1371'CENTERLINE OF WEST MARKET STREET, 13.2 FEET
MB1371'NORTHEAST OF POWER POLE NUMBER 50847 AND
MB1371'149 FEET EAST OF THE INTERSECTION OF WEST MARKET AND MARVIN
MB1371'AVENUE. THE MARK IS A CITY OF AKRON
MB1371'DISK STAMPED HIGHLAND B SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
MB1371'MONUMENT 4 INCHES BELOW THE
MB1371'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
MB1371'IRON COVER.
MB1371'
|
|
|
|
|
|
|
|
|
|
|
|
2231363.0
|
522813.59375
|
0101000020960E0000AC0A644521064141D9BCE9C5F5E81F41
|
true
|
2013-10-16 05:32:00 -0400
|
false
|
41.09774743055555555555
|
-81.54622788333333333333
|
-81.5462278833333
|
41.0977474305554
|
2231362.54211553
|
522813.443274451
|
680120.663078139
|
159353.856217748
|
866
|
866
|
HOBAN C OF A
|
MB1249
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
46.50826
|
N
|
81
|
29
|
41.67445
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
155534.869
|
684475.991
|
0.99993914
|
+
|
0
|
39
|
37.1
|
|
MT
|
|
|
|
|
355.444
|
1166.15
|
ADJUST
|
|
-0.35
|
DEFLEC90
|
|
|
|
|
980174.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 1-3/4 MILES SOUTHEAST OF DOWNTOWN AKRON, ABOUT
300 FEET SOUTH OF THE AKRON
EXPRESSWAY AND ON THE HOBAN CATHOLIC SCHOOL PROPERTY. IT IS 6.3 FEET
EAST OF THE CENTERLINE OF A SIDEWALK
LEADING TO THE NORTHEAST ENTRANCE TO THE SCHOOL, 7.3
FEET SOUTH OF THE SOUTH CURB OF THE DRIVEWAY, 26.4
FEET NORTH-NORTHEAST OF THE STEPS TO
THE NORTHEAST ENTRANCE TO THE SCHOOL AND 105 FEET NORTHWEST OF THE
NORTHEAST CORNER OF THE SCHOOL.
THE MARK IS A CITY OF AKRON DISK STAMPED HOBAN SET IN THE TOP OF A 6
INCH SQUARE CONCRETE MONUMENT 4
INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, ABOUT 300 FEET SOUTH OF THE AKRON EXPRESSWAY, ON
THE HOBAN CATHOLIC SCHOOL GROUNDS, 104.2 FEET NORTHWEST OF THE
NORTHEAST CORNER OF THE SCHOOL, 26 FEET NORTH-NORTHEAST OF THE
NORTHEAST CORNER OF BOTTOM STEP TO THE NORTHEAST ENTRANCE TO
SCHOOL, 7.0 FEET SOUTH OF THE SOUTH CURB FOR DRIVEWAY TO SCHOOL,
1.6 FEET EAST OF THE EAST EDGE OF CONCRETE SIDEWALK LEADING TO
ENTRANCE, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
LEVEL OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST
IRON COVER MARKED AKRON SURVEY 1963.
|
2018-09-19 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1249 ***********************************************************************
MB1249 DESIGNATION - HOBAN C OF A
MB1249 PID - MB1249
MB1249 STATE/COUNTY- OH/SUMMIT
MB1249
MB1249 HORZ DATUM - NAD 83(1986)
MB1249 VERT DATUM - NAVD 88
MB1249
MB1249 POSITION - 41 03 46.50826(N) 081 29 41.67445(W) ADJUSTED
MB1249 83 minus 27 - +00.20070 -00.57738 ADJUSTED
MB1249
MB1249 HEIGHT - 355.444 (meters) 1166.15 (feet) ADJUST
MB1249 88 minus 29 -0.20 ADJ UNCHK
MB1249 ***********************************************************************
MB1249
MB1249 LAPLACE CORR- -0.35 DEFLEC90
MB1249 GEOID HEIGHT- -33.60 GEOID90
MB1249 MODELED GRAV- 980,174.7 NAVD88
MB1249
MB1249
MB1249 HORZ ORDER - FIRST
MB1249 VERT ORDER - FIRST CLASS 2
MB1249
MB1249
MB1249.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1249.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1249.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1249.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1249
MB1249; North East Scale Converg.
MB1249;SPC OH N - 155,534.869 684,475.991 0.99993914 +0 39 37.1 MT
MB1249;UTM 17 - 4,545,859.676 458,416.882 0.99962128 -0 19 30.4 MT
MB1249
MB1249: Primary Azimuth Mark Grid Az
MB1249:SPC OH N - AKRON HOME AVE MUN STANDPIPE 005 49 56.2
MB1249:UTM 17 - AKRON HOME AVE MUN STANDPIPE 006 49 03.7
MB1249
MB1249|---------------------------------------------------------------------|
MB1249| Pid Reference Object Distance Geod. AZ |
MB1249| dddmmss.ss|
MB1249| MB2695 AKRON HOME AVE MUN STANDPIPE APPROX. 5.5 KM 0062933.3 |
MB1249| MB2699 AKRON BRITTAIN RD MUN TANK APPROX. 2.8 KM 0590524.2 |
MB1249| MB2890 AKRON SACKS ELECTRIC CO TANK APPROX. 0.8 KM 2923646.4 |
MB1249| MB2920 AKRON TV STATION WAKR MAST APPROX. 2.9 KM 3174025.0 |
MB1249| MB2896 AKRON POLICE RADIO MAST APPROX. 1.9 KM 3205649.2 |
MB1249| MB2878 AKRON OHIO EDISON ELEC CO TWR APPROX. 3.5 KM 3512834.9 |
MB1249|---------------------------------------------------------------------|
MB1249
MB1249_STATION MARK IS A SURVEY DISK
MB1249_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1249_THE MARK IS STAMPED: HOBAN
MB1249
MB1249 HISTORY - Year Condition Recov. By
MB1249 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1249 HISTORY - 1963 CITY OF AKRON OHIO
MB1249 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1249
MB1249 STATION DESCRIPTION
MB1249
MB1249'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1249'THE STATION IS ABOUT 1-3/4 MILES SOUTHEAST OF DOWNTOWN AKRON, ABOUT
MB1249'300 FEET SOUTH OF THE AKRON
MB1249'EXPRESSWAY AND ON THE HOBAN CATHOLIC SCHOOL PROPERTY. IT IS 6.3 FEET
MB1249'EAST OF THE CENTERLINE OF A SIDEWALK
MB1249'LEADING TO THE NORTHEAST ENTRANCE TO THE SCHOOL, 7.3
MB1249'FEET SOUTH OF THE SOUTH CURB OF THE DRIVEWAY, 26.4
MB1249'FEET NORTH-NORTHEAST OF THE STEPS TO
MB1249'THE NORTHEAST ENTRANCE TO THE SCHOOL AND 105 FEET NORTHWEST OF THE
MB1249'NORTHEAST CORNER OF THE SCHOOL.
MB1249'THE MARK IS A CITY OF AKRON DISK STAMPED HOBAN SET IN THE TOP OF A 6
MB1249'INCH SQUARE CONCRETE MONUMENT 4
MB1249'INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND
MB1249'COVERED WITH A 9 INCH IRON COVER.
MB1249'
MB1249
MB1249 STATION RECOVERY (1964)
MB1249
MB1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1249'AT AKRON, ABOUT 300 FEET SOUTH OF THE AKRON EXPRESSWAY, ON
MB1249'THE HOBAN CATHOLIC SCHOOL GROUNDS, 104.2 FEET NORTHWEST OF THE
MB1249'NORTHEAST CORNER OF THE SCHOOL, 26 FEET NORTH-NORTHEAST OF THE
MB1249'NORTHEAST CORNER OF BOTTOM STEP TO THE NORTHEAST ENTRANCE TO
MB1249'SCHOOL, 7.0 FEET SOUTH OF THE SOUTH CURB FOR DRIVEWAY TO SCHOOL,
MB1249'1.6 FEET EAST OF THE EAST EDGE OF CONCRETE SIDEWALK LEADING TO
MB1249'ENTRANCE, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
MB1249'LEVEL OF THE GROUND ACCESS TO WHICH IS HAD THROUGH A 9 INCH CAST
MB1249'IRON COVER MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2245651.25
|
510284.21875
|
0101000020960E0000CFF1F6D2092241418D8BD0ED2F251F41
|
true
|
2012-07-23 10:47:00 -0400
|
false
|
41.06291896111111111111
|
-81.49490956944444444444
|
-81.4949095694445
|
41.062918961111
|
2245651.64816115
|
510283.982240849
|
684475.9913115
|
155534.868856731
|
867
|
867
|
HOERBELT C OF A
|
MB1437
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
HOERBELT
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
41.96974
|
N
|
81
|
32
|
31.63439
|
W
|
ADJUSTED
|
-33.71
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
162753.044
|
680428.379
|
0.9999397
|
+
|
0
|
37
|
45.4
|
|
MT
|
|
|
|
|
274.301
|
899.94
|
ADJUST
|
|
0.02
|
DEFLEC90
|
|
|
|
|
980182.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
STATION IS ABOUT 3-1/2 MILES NORTH-NORTHWEST OF DOWNTOWN AKRON, 0.2
MILE WEST OF THE CUYAHOGA
RIVER, ABOUT 200 FEET NORTHWEST OF THE INTERSECTION OF MERRIMAN ROAD
AND THE ENTRANCE TO SAND RUN
METROPOLITAN PARK AND NEAR THE EAST EDGE OF THE PARK. THE MARK
IS 4 FEET SOUTHWEST OF AN 8 INCH OAK TREE,
8 FEET NORTH OF AN 8 INCH ASH TREE AND 121
FEET NORTH OF A PARK SIGN TREATY LINE CAMP. IT IS A CITY OF
AKRON DISK STAMPED HOERBELT
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT
SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
TO REACH FROM THE INTERSECTION OF NORTH PORTAGE PATH AND MERRIMAN
ROAD, GO SOUTHWESTERLY ON MERRIMAN
ROAD FOR 0.6 MILE TO THE ENTRANCE TO SAND RUN METROPOLITAN PARK ON
THE RIGHT AND A LARGE PARK
SIGN TREATY LINE CAMP AND THE STATION NORTHWEST OF THE SIGN.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
AT AKRON, 0.6 MILE EAST AND SOUTH ALONG MERRIMAN ROAD FROM ITS
INTERSECTION WITH NORTH PORTAGE PATH, 200 FEET NORTHWEST OF THE
JUNCTION OF MERRIMAN ROAD AND ENTRANCE ROAD TO SAND RUN METROPOLITAN
PARK, 138 FEET WEST OF THE CENTER LINE OF MERRIMAN ROAD,112
FEET NORTH OF THE CENTER LINE OF ROAD LEADING THROUGH PARK, 121
FEET NORTHWEST OF A SIGN TREATY LINE CAMP, 8 1/2 FEET NORTH OF
A 10-INCH ASH TREE, 4 FEET SOUTHWEST OF AN 8-INCH OAK TREE WITH
SMALL BLAZE, 20 FEET ABOVE THE LEVEL OF THE PARK ROAD, AND SET
IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE
GROUND ACCESS TO WHICH IS HAD THROUGH A 9-INCH CAST IRON COVER
MARKED AKRON SURVEY 1963.
|
2012-08-30 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1437 ***********************************************************************
MB1437 DESIGNATION - HOERBELT C OF A
MB1437 PID - MB1437
MB1437 STATE/COUNTY- OH/SUMMIT
MB1437
MB1437 HORZ DATUM - NAD 83(1986)
MB1437 VERT DATUM - NAVD 88
MB1437
MB1437 POSITION - 41 07 41.96974(N) 081 32 31.63439(W) ADJUSTED
MB1437 83 minus 27 - +00.19626 -00.56236 ADJUSTED
MB1437
MB1437 HEIGHT - 274.301 (meters) 899.94 (feet) ADJUST
MB1437 88 minus 29 -0.20 ADJ UNCHK
MB1437 ***********************************************************************
MB1437
MB1437 LAPLACE CORR- 0.02 DEFLEC90
MB1437 GEOID HEIGHT- -33.71 GEOID90
MB1437 MODELED GRAV- 980,182.6 NAVD88
MB1437
MB1437
MB1437 HORZ ORDER - FIRST
MB1437 VERT ORDER - FIRST CLASS 2
MB1437
MB1437
MB1437.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1437.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1437.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1437.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1437
MB1437; North East Scale Converg.
MB1437;SPC OH N - 162,753.044 680,428.379 0.99993970 +0 37 45.4 MT
MB1437;UTM 17 - 4,553,144.106 454,495.272 0.99962548 -0 21 23.7 MT
MB1437
MB1437: Primary Azimuth Mark Grid Az
MB1437:SPC OH N - VALLEY C OF A 128 21 20.3
MB1437:UTM 17 - VALLEY C OF A 129 20 29.4
MB1437
MB1437|---------------------------------------------------------------------|
MB1437| Pid Reference Object Distance Geod. AZ |
MB1437| dddmmss.ss|
MB1437| MB1398 VALLEY C OF A APPROX. 1.4 KM 1285905.7 |
MB1437|---------------------------------------------------------------------|
MB1437
MB1437_STATION MARK IS A SURVEY DISK
MB1437_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1437_THE MARK IS STAMPED: HOERBELT
MB1437
MB1437 HISTORY - Year Condition Recov. By
MB1437 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1437 HISTORY - 1963 CITY OF AKRON OHIO
MB1437 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1437
MB1437 STATION DESCRIPTION
MB1437
MB1437'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1437'STATION IS ABOUT 3-1/2 MILES NORTH-NORTHWEST OF DOWNTOWN AKRON, 0.2
MB1437'MILE WEST OF THE CUYAHOGA
MB1437'RIVER, ABOUT 200 FEET NORTHWEST OF THE INTERSECTION OF MERRIMAN ROAD
MB1437'AND THE ENTRANCE TO SAND RUN
MB1437'METROPOLITAN PARK AND NEAR THE EAST EDGE OF THE PARK. THE MARK
MB1437'IS 4 FEET SOUTHWEST OF AN 8 INCH OAK TREE,
MB1437'8 FEET NORTH OF AN 8 INCH ASH TREE AND 121
MB1437'FEET NORTH OF A PARK SIGN TREATY LINE CAMP. IT IS A CITY OF
MB1437'AKRON DISK STAMPED HOERBELT
MB1437'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB1437'THE SURFACE OF A 3 FOOT
MB1437'SQUARE OF CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1437'
MB1437'TO REACH FROM THE INTERSECTION OF NORTH PORTAGE PATH AND MERRIMAN
MB1437'ROAD, GO SOUTHWESTERLY ON MERRIMAN
MB1437'ROAD FOR 0.6 MILE TO THE ENTRANCE TO SAND RUN METROPOLITAN PARK ON
MB1437'THE RIGHT AND A LARGE PARK
MB1437'SIGN TREATY LINE CAMP AND THE STATION NORTHWEST OF THE SIGN.
MB1437'
MB1437
MB1437 STATION RECOVERY (1964)
MB1437
MB1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
MB1437'AT AKRON, 0.6 MILE EAST AND SOUTH ALONG MERRIMAN ROAD FROM ITS
MB1437'INTERSECTION WITH NORTH PORTAGE PATH, 200 FEET NORTHWEST OF THE
MB1437'JUNCTION OF MERRIMAN ROAD AND ENTRANCE ROAD TO SAND RUN METROPOLITAN
MB1437'PARK, 138 FEET WEST OF THE CENTER LINE OF MERRIMAN ROAD,112
MB1437'FEET NORTH OF THE CENTER LINE OF ROAD LEADING THROUGH PARK, 121
MB1437'FEET NORTHWEST OF A SIGN TREATY LINE CAMP, 8 1/2 FEET NORTH OF
MB1437'A 10-INCH ASH TREE, 4 FEET SOUTHWEST OF AN 8-INCH OAK TREE WITH
MB1437'SMALL BLAZE, 20 FEET ABOVE THE LEVEL OF THE PARK ROAD, AND SET
MB1437'IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE LEVEL OF THE
MB1437'GROUND ACCESS TO WHICH IS HAD THROUGH A 9-INCH CAST IRON COVER
MB1437'MARKED AKRON SURVEY 1963.
|
|
|
|
|
|
|
|
|
|
|
|
2232371.75
|
533966.125
|
0101000020960E000016C4970D1A0841415BB61B3A9B4B2041
|
true
|
2012-08-31 04:18:00 -0400
|
false
|
41.12832492777777777778
|
-81.54212066388888888889
|
-81.5421206638889
|
41.1283249277776
|
2232372.10619403
|
533965.613492678
|
680428.378824698
|
162753.04449864
|
869
|
869
|
HOME
|
MB1097
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1945 LOCAL SURVEYOR
HISTORY - 1963 COAST AND GEODETIC SURVEY
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
43.76422
|
N
|
81
|
29
|
16.24277
|
W
|
ADJUSTED
|
-33.68
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
161009.165
|
685006.257
|
0.99993944
|
+
|
0
|
39
|
53.8
|
|
MT
|
|
|
|
|
335.682
|
1101.32
|
ADJUST
|
|
0.19
|
DEFLEC90
|
|
|
|
|
980179.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
STATION IS LOCATED IN NE AKRON, ON GROUNDS OF A BRANCH MUNICIPAL
WATER STANDPIPE. THE STATION IS
0.65 MILE N OF TALLMADGE AVENUE (STATE HIGHWAY 18) AND
0.15 MILE W OF HOME AVENUE.
THE MARK IS SET IN REAR OF THE STANDPIPE,
18.3 FEET W OF THE SW CORNER OF A MESH-WIRE
FENCE WHICH SURROUNDS
THE SANDPIPE, AND 80 FEET NNW OF A CITY-MAIN WATER HYDRANT.
THE DISK IS
STAMPED HOME 1943 AND IS FLUSH WITH THE SURFACE OF
THE GROUND.
SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
SET IN CONCRETE.
REFERENCE MARK 1 IS 28.530 METERS (93.60 FEET) N OF THE STATION.
IT IS 7.5 FEET W
OF THE NW CORNER OF THE MESH-WIRE FENCE.
THE DISK IS STAMPED HOME NO 1 1943
AND IS FLUSH WITH THE SURFACE
OF THE GROUND.
REFERENCE MARK 2 IS 29.174 METERS (95.72 FEET) WSW OF THE STATION
AS THE SW CORNER
OF THE LAWN. IT IS 41 FEET NE OF A CONCRETE
STREET MONUMENT WHICH MARKS THE
INTERSECTION OF SCENIC WAY AND
BELDEN AVENUE. THE DISK IS STAMPED HOME NO 2 1943
AND IS FLUSH
WITH THE SURFACE OF THE GROUND.
NO AZIMUTH MARK WAS SET. A RADIO MAST, WHICH IS LOCATED NEAR
UNIVERSITY OF
AKRON GROUNDS, IS VISIBLE FROM THE GROUND. IT IS
APPROXIMATELY 2.0 MILES SW OF
THE STATION AND MAY BE USED AS AN
AZIMUTH MARK.
TO REACH THE STATION FROM THE JUNCTION OF NORTH MAIN STREET
(STATE HIGHWAY 8
AND 5) AND TALLMADGE AVENUE (STATE HIGHWAY 18)
IN AKRON, GO E ON TALLMADGE AVENUE
FOR 1.15 MILES TO A RAILROAD
CROSSING (DOUBLE TRACKS) AND THE JUNCTION OF HOME
AVENUE. TURN
LEFT AND FOLLOW HOME AVENUE N FOR 0.65 MILE TO A T-ROAD LEFT LEADING
INTO THE
STANDPIPE. TURN LEFT AND GO 0.15 MILE TO THE STATION
IN REAR OF THE STANDPIPE.
HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
LETTER OF GEHRES AND KINGSLEY AKRON OHIO JANUARY 26, 1945.
THE DESCRIPTION OF THE RADIO MAST WHICH MAY BE USED AS AN
AZIMUTH MARK IS
INCORRECT.
THIS RADIO MAST WHICH CAN BE SEEN FROM THE GROUND IS A
PENCIL TYPE
LOCATED IN NORTH AKRON, APPROXIMATELY 1 MILE FROM
STATION ON THE EAST SIDE OF
OXFORD AVENUE JUST NORTH OF LOOKOUT
AVENUE AND IS APPARENTLY AN AMATEUR OPERATORS
MAST.
RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
IN GOOD CONDITION.
THE DIRECTION MARK 1 CHECKED BUT THE
DISTANCE WAS 0.02 FOOT SMALLER. THE
DISTANCE TO REFERENCE MARK 2
CHECKED BUT THE DIRECTION WAS 1 MINUTE AND 26 SECONDS
LARGER. THE
DIRECTION TO THE OXFORD AVENUE RADIO MAST, TAKEN IN 1943 FOR AN
AZIMUTH MARK,
CHECKED. A COMPLETE DESCRIPTION FOLLOWS.
STATION IS LOCATED IN NE AKRON ON GROUNDS OF A BRANCH MUNICIPAL
WATER STANDPIPE,
0.65 MILE NORTH OF TALLMADGE AVENUE AND 0.15 MILE WEST
OF HOME AVENUE. IT IS 102 FEET
WEST OF HOME AVENUE STANDPIPE, 133 FEET
NORTHEAST OF CONCRETE POST MARKING THE
INTERSECTION OF SCENIC WAY AND
BELDEN AVENUE, 89 FEET NORTH OF THE CENTERLINE OF BELDEN
AVENUE AND 18.5
FEET WEST OF THE SOUTHWEST CORNER OF FENCE CORNER (OF FENCE AROUND
STANDPIPE). THE
MONUMENT IS FLUSH AND THE DISK IS STAMPED HOME 1943.
REFERENCE MARK 1 IS 7 FEET WEST OF THE NW CORNER OF THE FENCE
AROUND THE
STANDPIPE AND 72 FEET SOUTH OF A POWER LINE POLE. THE
MONUMENT IS FLUSH AND THE
DISK IS STAMPED HOME NO 1 1943.
REFERENCE MARK 2 IS 42 FEET NORTHEAST OF CONCRETE POST MARKER OF
SCENIC WAY AND
BELDEN AVENUE, AND 56 FEET NORTH OF THE CENTERLINE OF
BELDEN AVENUE. THE MONUMENT IS
FLUSH AND THE DISK IS STAMPED HOME
NO 2 1943.
TO REACH THE STATION FROM THE JUNCTION OF NORTH MAIN STREET AND
TALLMADGE IN
AKRON, GO EAST ON TALLMADGE AVENUE FOR 1.15 MILES
TALLMADGE AVENUE IN AKRON, GO
EAST ON TALLMADGE AVENUE FOR 1.15 MILES
TO A RAILROAD CROSSING (DOUBLE TRACKS) AND THE
JUNCTION OF HOME AVENUE.
TURN LEFT AND GO NORTH ON HOME AVENUE FOR 0.65 MILE TO SIDE ROAD
LEFT. TURN LEFT AND
GO WEST ON BELDEN AVENUE FOR 0.15 MILE TO STATION.
HEIGHT OF LIGHT ABOVE STATION MARK 30.16 METERS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2012-04-25 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1097 ***********************************************************************
MB1097 DESIGNATION - HOME
MB1097 PID - MB1097
MB1097 STATE/COUNTY- OH/SUMMIT
MB1097
MB1097 HORZ DATUM - NAD 83(1986)
MB1097 VERT DATUM - NAVD 88
MB1097
MB1097 POSITION - 41 06 43.76422(N) 081 29 16.24277(W) ADJUSTED
MB1097 83 minus 27 - +00.20072 -00.57217 ADJUSTED
MB1097
MB1097 HEIGHT - 335.682 (meters) 1101.32 (feet) ADJUST
MB1097 88 minus 29 -0.202 ADJUSTED
MB1097 ***********************************************************************
MB1097
MB1097 LAPLACE CORR- 0.19 DEFLEC90
MB1097 GEOID HEIGHT- -33.68 GEOID90
MB1097 MODELED GRAV- 980,179.1 NAVD88
MB1097
MB1097
MB1097 HORZ ORDER - FIRST
MB1097 VERT ORDER - FIRST CLASS 2
MB1097
MB1097
MB1097.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1097.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1097.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1097.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1097
MB1097; North East Scale Converg.
MB1097;SPC OH N - 161,009.165 685,006.257 0.99993944 +0 39 53.8 MT
MB1097;UTM 17 - 4,551,322.302 459,041.030 0.99962065 -0 19 14.8 MT
MB1097
MB1097: Primary Azimuth Mark Grid Az
MB1097:SPC OH N - CUYAHOGA FALLS MUNICIPAL TANK 341 50 18.3
MB1097:UTM 17 - CUYAHOGA FALLS MUNICIPAL TANK 342 49 26.9
MB1097
MB1097|---------------------------------------------------------------------|
MB1097| Pid Reference Object Distance Geod. AZ |
MB1097| dddmmss.ss|
MB1097| MB1098 HOME RM 1 28.525 METERS 01543 |
MB1097| MB2695 AKRON HOME AVE MUN STANDPIPE 31.181 METERS 07347 |
MB1097| MB2713 AKRON ELBON AVE MUNICIPAL TANK APPROX. 5.9 KM 1865131.7 |
MB1097| MB2878 AKRON OHIO EDISON ELEC CO TWR APPROX. 2.3 KM 2090622.2 |
MB1097| MB2920 AKRON TV STATION WAKR MAST APPROX. 4.2 KM 2174727.9 |
MB1097| MB1096 HOME RM 2 29.177 METERS 25338 |
MB1097| MB2737 CUYAHOGA FALLS MUNICIPAL TANK APPROX. 3.0 KM 3423012.1 |
MB1097|---------------------------------------------------------------------|
MB1097
MB1097_STATION MARK IS A TRIANGULATION STATION DISK
MB1097_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1097_THE MARK IS STAMPED: HOME 1943
MB1097
MB1097 HISTORY - Year Condition Recov. By
MB1097 HISTORY - 1943 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1097 HISTORY - 1945 LOCAL SURVEYOR
MB1097 HISTORY - 1963 COAST AND GEODETIC SURVEY
MB1097 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1097
MB1097 STATION DESCRIPTION
MB1097
MB1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (APR)
MB1097'STATION IS LOCATED IN NE AKRON, ON GROUNDS OF A BRANCH MUNICIPAL
MB1097'WATER STANDPIPE. THE STATION IS
MB1097'0.65 MILE N OF TALLMADGE AVENUE (STATE HIGHWAY 18) AND
MB1097'0.15 MILE W OF HOME AVENUE.
MB1097'THE MARK IS SET IN REAR OF THE STANDPIPE,
MB1097'18.3 FEET W OF THE SW CORNER OF A MESH-WIRE
MB1097'FENCE WHICH SURROUNDS
MB1097'THE SANDPIPE, AND 80 FEET NNW OF A CITY-MAIN WATER HYDRANT.
MB1097'THE DISK IS
MB1097'STAMPED HOME 1943 AND IS FLUSH WITH THE SURFACE OF
MB1097'THE GROUND.
MB1097'
MB1097'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
MB1097'SET IN CONCRETE.
MB1097'
MB1097'REFERENCE MARK 1 IS 28.530 METERS (93.60 FEET) N OF THE STATION.
MB1097'IT IS 7.5 FEET W
MB1097'OF THE NW CORNER OF THE MESH-WIRE FENCE.
MB1097'THE DISK IS STAMPED HOME NO 1 1943
MB1097'AND IS FLUSH WITH THE SURFACE
MB1097'OF THE GROUND.
MB1097'
MB1097'REFERENCE MARK 2 IS 29.174 METERS (95.72 FEET) WSW OF THE STATION
MB1097'AS THE SW CORNER
MB1097'OF THE LAWN. IT IS 41 FEET NE OF A CONCRETE
MB1097'STREET MONUMENT WHICH MARKS THE
MB1097'INTERSECTION OF SCENIC WAY AND
MB1097'BELDEN AVENUE. THE DISK IS STAMPED HOME NO 2 1943
MB1097'AND IS FLUSH
MB1097'WITH THE SURFACE OF THE GROUND.
MB1097'
MB1097'NO AZIMUTH MARK WAS SET. A RADIO MAST, WHICH IS LOCATED NEAR
MB1097'UNIVERSITY OF
MB1097'AKRON GROUNDS, IS VISIBLE FROM THE GROUND. IT IS
MB1097'APPROXIMATELY 2.0 MILES SW OF
MB1097'THE STATION AND MAY BE USED AS AN
MB1097'AZIMUTH MARK.
MB1097'
MB1097'TO REACH THE STATION FROM THE JUNCTION OF NORTH MAIN STREET
MB1097'(STATE HIGHWAY 8
MB1097'AND 5) AND TALLMADGE AVENUE (STATE HIGHWAY 18)
MB1097'IN AKRON, GO E ON TALLMADGE AVENUE
MB1097'FOR 1.15 MILES TO A RAILROAD
MB1097'CROSSING (DOUBLE TRACKS) AND THE JUNCTION OF HOME
MB1097'AVENUE. TURN
MB1097'LEFT AND FOLLOW HOME AVENUE N FOR 0.65 MILE TO A T-ROAD LEFT LEADING
MB1097'INTO THE
MB1097'STANDPIPE. TURN LEFT AND GO 0.15 MILE TO THE STATION
MB1097'IN REAR OF THE STANDPIPE.
MB1097'
MB1097'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
MB1097'
MB1097
MB1097 STATION RECOVERY (1945)
MB1097
MB1097'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1945
MB1097'LETTER OF GEHRES AND KINGSLEY AKRON OHIO JANUARY 26, 1945.
MB1097'
MB1097'THE DESCRIPTION OF THE RADIO MAST WHICH MAY BE USED AS AN
MB1097'AZIMUTH MARK IS
MB1097'INCORRECT.
MB1097'
MB1097'THIS RADIO MAST WHICH CAN BE SEEN FROM THE GROUND IS A
MB1097'PENCIL TYPE
MB1097'LOCATED IN NORTH AKRON, APPROXIMATELY 1 MILE FROM
MB1097'STATION ON THE EAST SIDE OF
MB1097'OXFORD AVENUE JUST NORTH OF LOOKOUT
MB1097'AVENUE AND IS APPARENTLY AN AMATEUR OPERATORS
MB1097'MAST.
MB1097'
MB1097
MB1097 STATION RECOVERY (1963)
MB1097
MB1097'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VBM)
MB1097'THE STATION, REFERENCE MARK 1 AND REFERENCE MARK 2 WERE RECOVERED
MB1097'IN GOOD CONDITION.
MB1097'THE DIRECTION MARK 1 CHECKED BUT THE
MB1097'DISTANCE WAS 0.02 FOOT SMALLER. THE
MB1097'DISTANCE TO REFERENCE MARK 2
MB1097'CHECKED BUT THE DIRECTION WAS 1 MINUTE AND 26 SECONDS
MB1097'LARGER. THE
MB1097'DIRECTION TO THE OXFORD AVENUE RADIO MAST, TAKEN IN 1943 FOR AN
MB1097'AZIMUTH MARK,
MB1097'CHECKED. A COMPLETE DESCRIPTION FOLLOWS.
MB1097'
MB1097'STATION IS LOCATED IN NE AKRON ON GROUNDS OF A BRANCH MUNICIPAL
MB1097'WATER STANDPIPE,
MB1097'0.65 MILE NORTH OF TALLMADGE AVENUE AND 0.15 MILE WEST
MB1097'OF HOME AVENUE. IT IS 102 FEET
MB1097'WEST OF HOME AVENUE STANDPIPE, 133 FEET
MB1097'NORTHEAST OF CONCRETE POST MARKING THE
MB1097'INTERSECTION OF SCENIC WAY AND
MB1097'BELDEN AVENUE, 89 FEET NORTH OF THE CENTERLINE OF BELDEN
MB1097'AVENUE AND 18.5
MB1097'FEET WEST OF THE SOUTHWEST CORNER OF FENCE CORNER (OF FENCE AROUND
MB1097'STANDPIPE). THE
MB1097'MONUMENT IS FLUSH AND THE DISK IS STAMPED HOME 1943.
MB1097'
MB1097'REFERENCE MARK 1 IS 7 FEET WEST OF THE NW CORNER OF THE FENCE
MB1097'AROUND THE
MB1097'STANDPIPE AND 72 FEET SOUTH OF A POWER LINE POLE. THE
MB1097'MONUMENT IS FLUSH AND THE
MB1097'DISK IS STAMPED HOME NO 1 1943.
MB1097'
MB1097'REFERENCE MARK 2 IS 42 FEET NORTHEAST OF CONCRETE POST MARKER OF
MB1097'SCENIC WAY AND
MB1097'BELDEN AVENUE, AND 56 FEET NORTH OF THE CENTERLINE OF
MB1097'BELDEN AVENUE. THE MONUMENT IS
MB1097'FLUSH AND THE DISK IS STAMPED HOME
MB1097'NO 2 1943.
MB1097'
MB1097'TO REACH THE STATION FROM THE JUNCTION OF NORTH MAIN STREET AND
MB1097'TALLMADGE IN
MB1097'AKRON, GO EAST ON TALLMADGE AVENUE FOR 1.15 MILES
MB1097'TALLMADGE AVENUE IN AKRON, GO
MB1097'EAST ON TALLMADGE AVENUE FOR 1.15 MILES
MB1097'TO A RAILROAD CROSSING (DOUBLE TRACKS) AND THE
MB1097'JUNCTION OF HOME AVENUE.
MB1097'TURN LEFT AND GO NORTH ON HOME AVENUE FOR 0.65 MILE TO SIDE ROAD
MB1097'LEFT. TURN LEFT AND
MB1097'GO WEST ON BELDEN AVENUE FOR 0.15 MILE TO STATION.
MB1097'
MB1097'HEIGHT OF LIGHT ABOVE STATION MARK 30.16 METERS.
MB1097'
MB1097
MB1097 STATION RECOVERY (1983)
MB1097
MB1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1097'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2247391.0
|
528243.9375
|
0101000020960E000032D724AE6F2541413C7DFE77E81E2041
|
true
|
2012-04-26 10:02:00 -0400
|
false
|
41.11215672777777777778
|
-81.48784521388888888889
|
-81.4878452138889
|
41.1121567277776
|
2247391.36049929
|
528244.234363473
|
685006.256692696
|
161009.1646523
|
871
|
871
|
HOWE ECC C OF A
|
MB1403
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 2013 DESTROYED SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
4
|
14.89626
|
N
|
81
|
31
|
58.08909
|
W
|
ADJUSTED
|
-33.61
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
156374.482
|
681281.581
|
0.99993914
|
+
|
0
|
38
|
7.4
|
|
MT
|
|
|
|
|
297.397
|
975.71
|
ADJUST
|
|
-0.31
|
DEFLEC90
|
|
|
|
|
980175.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
HOWE ECC (ACS) IS A CITY OF AKRON DISK STAMPED HOWE ECC, SET IN THE
TOP OF A 6 INCH SQUARE
CONCRETE POST THAT IS 6 INCHES UNDER A 9 INCH ROUND MAN HOLE COVER.
IT IS 11.3 FEET NORTHEAST OF THE
SOUTHEAST CORNER OF THE SCHOOL BUILDING, 8 FEET WEST
OF THE CENTER OF A SIDEWALK, AND 2.1 FEET EAST OF
THE EAST WALL OF THE SCHOOL BUILDING.
RECOVERY NOTE 2013 SCE- THE SCHOOL HAS BEEN DESTROYED AND A NEW BUILDING ERECTED AT THIS LOCATION
|
2013-10-09 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1403 ***********************************************************************
MB1403 DESIGNATION - HOWE ECC C OF A
MB1403 PID - MB1403
MB1403 STATE/COUNTY- OH/SUMMIT
MB1403
MB1403 HORZ DATUM - NAD 83(1986)
MB1403 VERT DATUM - NAVD 88
MB1403
MB1403 POSITION - 41 04 14.89626(N) 081 31 58.08909(W) ADJUSTED
MB1403 83 minus 27 - +00.19803 -00.57091 ADJUSTED
MB1403
MB1403 HEIGHT - 297.397 (meters) 975.71 (feet) ADJUST
MB1403 88 minus 29 -0.20 ADJ UNCHK
MB1403 ***********************************************************************
MB1403
MB1403 LAPLACE CORR- -0.31 DEFLEC90
MB1403 GEOID HEIGHT- -33.61 GEOID90
MB1403 MODELED GRAV- 980,175.2 NAVD88
MB1403
MB1403
MB1403 HORZ ORDER - SECOND
MB1403 VERT ORDER - FIRST CLASS 2
MB1403
MB1403
MB1403.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1403.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1403.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1403.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1403
MB1403; North East Scale Converg.
MB1403;SPC OH N - 156,374.482 681,281.581 0.99993914 +0 38 07.4 MT
MB1403;UTM 17 - 4,546,753.820 455,238.389 0.99962466 -0 21 00.2 MT
MB1403
MB1403
MB1403
MB1403_STATION MARK IS A SURVEY DISK
MB1403_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1403_THE MARK IS STAMPED: HOWE ECC
MB1403
MB1403 HISTORY - Year Condition Recov. By
MB1403 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1403 HISTORY - 1963 CITY OF AKRON OHIO
MB1403
MB1403 STATION DESCRIPTION
MB1403
MB1403'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1403'HOWE ECC (ACS) IS A CITY OF AKRON DISK STAMPED HOWE ECC, SET IN THE
MB1403'TOP OF A 6 INCH SQUARE
MB1403'CONCRETE POST THAT IS 6 INCHES UNDER A 9 INCH ROUND MAN HOLE COVER.
MB1403'IT IS 11.3 FEET NORTHEAST OF THE
MB1403'SOUTHEAST CORNER OF THE SCHOOL BUILDING, 8 FEET WEST
MB1403'OF THE CENTER OF A SIDEWALK, AND 2.1 FEET EAST OF
MB1403'THE EAST WALL OF THE SCHOOL BUILDING.
MB1403'
|
|
|
|
|
|
|
|
|
|
|
|
2235172.25
|
513038.65625
|
0101000020960E0000DED8DEA8910D414144786B753A501F41
|
true
|
2013-10-16 05:59:00 -0400
|
false
|
41.07080451666666666667
|
-81.532802525
|
-81.532802525
|
41.0708045166665
|
2235171.31930075
|
513038.614667777
|
681281.580686031
|
156374.482499688
|
881
|
881
|
HUDSON
|
MB1083
|
OH
|
Summit
|
|
USCGS
|
1933-12-31 00:00:00 -0500
|
DISK IN ABUTMENT
|
HUDSON 1934
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1938 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1989 GOOD OH DEPT OF TRANSPHISTORY - 1990 GOOD RINKER DETWILER AND ASSOCIATESHISTORY - 1992 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
14
|
24.11497
|
N
|
81
|
26
|
40.96804
|
W
|
ADJUSTED
|
-33.88
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
175251.702
|
688456.711
|
0.99994365
|
+
|
0
|
41
|
35.8
|
|
MT
|
|
|
|
|
323.593
|
1061.65
|
ADJUST
|
|
0.83
|
DEFLEC90
|
|
|
|
|
980182.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
AT HUDSON, SUMMIT COUNTY, IN LINE WITH THE SOUTH SIDE OF THE
PENNSYLVANIA RAILROAD STATION, 21 YARDS WEST OF THE SOUTHWEST
CORNER, IN THE TOP OF THE NORTH ABUTMENT OF THE WEST BRIDGE OVER
STATE HIGHWAY 303, 2.8 FEET EAST OF THE SOUTHWEST CORNER OF THE
ABUTMENT, 5.8 FEET WEST OF THE WEST SIDE OF THE WEST GIRDER, AND
7.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK. A STANDARD
DISK STAMPED HUDSON 1934.
GOOD FOR GPS.
|
2022-01-12 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1083 ***********************************************************************
MB1083 DESIGNATION - HUDSON
MB1083 PID - MB1083
MB1083 STATE/COUNTY- OH/SUMMIT
MB1083
MB1083 HORZ DATUM - NAD 83(1986)
MB1083 VERT DATUM - NAVD 88
MB1083
MB1083 POSITION - 41 14 24.11497(N) 081 26 40.96804(W) ADJUSTED
MB1083 83 minus 27 - +00.20178 -00.59797 NADCON
MB1083
MB1083 HEIGHT - 323.593 (meters) 1061.65 (feet) ADJUST
MB1083 88 minus 29 -0.208 ADJUSTED
MB1083 ***********************************************************************
MB1083
MB1083 LAPLACE CORR- 0.83 DEFLEC90
MB1083 GEOID HEIGHT- -33.88 GEOID90
MB1083 MODELED GRAV- 980,182.1 NAVD88
MB1083
MB1083
MB1083 HORZ ORDER - THIRD
MB1083 VERT ORDER - FIRST CLASS 2
MB1083
MB1083
MB1083.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1083.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB1083.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1083.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1083
MB1083; North East Scale Converg.
MB1083;SPC OH N - 175,251.702 688,456.711 0.99994365 +0 41 35.8 MT
MB1083;UTM 17 - 4,565,498.778 462,734.891 0.99961709 -0 17 35.4 MT
MB1083
MB1083
MB1083
MB1083_STATION MARK IS A BENCH MARK DISK
MB1083_WITH SETTING: SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
MB1083_THE MARK IS STAMPED: HUDSON 1934
MB1083
MB1083 HISTORY - Year Condition Recov. By
MB1083 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1083 HISTORY - 1938 GOOD NATIONAL GEODETIC SURVEY
MB1083 HISTORY - 1989 GOOD OH DEPT OF TRANSP
MB1083 HISTORY - 1990 GOOD RINKER DETWILER AND ASSOCIATES
MB1083 HISTORY - 1992 GOOD COSE SURVEY FIELD CREW
MB1083
MB1083 STATION DESCRIPTION
MB1083
MB1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
MB1083'AT HUDSON, SUMMIT COUNTY, IN LINE WITH THE SOUTH SIDE OF THE
MB1083'PENNSYLVANIA RAILROAD STATION, 21 YARDS WEST OF THE SOUTHWEST
MB1083'CORNER, IN THE TOP OF THE NORTH ABUTMENT OF THE WEST BRIDGE OVER
MB1083'STATE HIGHWAY 303, 2.8 FEET EAST OF THE SOUTHWEST CORNER OF THE
MB1083'ABUTMENT, 5.8 FEET WEST OF THE WEST SIDE OF THE WEST GIRDER, AND
MB1083'7.5 FEET WEST OF THE WEST RAIL OF THE WEST TRACK. A STANDARD
MB1083'DISK, STAMPED HUDSON 1934.
MB1083
MB1083 STATION RECOVERY (1989)
MB1083
MB1083'RECOVERY NOTE BY OHIO DEPARTMENT OF TRANSPORTATION 1989 (KM )
MB1083'RECOVERED IN GOOD CONDITION
MB1083
MB1083 STATION RECOVERY (1990)
MB1083
MB1083'RECOVERY NOTE BY RINKER DETWILER AND ASSOCIATES 1990
MB1083'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2258712.75
|
574971.75
|
0101000020960E00002666C5DC8B3B4141DF5A863FF78B2141
|
true
|
2013-08-19 09:05:00 -0400
|
false
|
41.24003193611111111111
|
-81.44471334444444444444
|
-81.4447133444445
|
41.240031936111
|
2258711.72477414
|
574971.624071922
|
688456.710624579
|
175251.701520509
|
886
|
886
|
J 337
|
MB1815
|
OH
|
Summit
|
|
NGS
|
1982-12-31 00:00:00 -0500
|
STAINLESS STEEL ROD
|
J 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 1990 GOOD AERO SERVICE CORPORATIONHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2020 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
19
|
16.83534
|
N
|
81
|
30
|
31.78645
|
W
|
ADJUSTED
|
-34.06
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN NOVEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
184217.947
|
682979.951
|
0.99994891
|
+
|
0
|
39
|
4.1
|
|
MT
|
|
|
|
|
309.903
|
1016.74
|
ADJUST
|
|
1.62
|
DEFLEC90
|
|
|
|
|
980189.2
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
IN MACEDONIA, ALONG N. BEDFORD ROAD, 74.68 METERS (245.0 FT) SOUTH OF THE
INTERSECTION OF BERKSHIRE DRIVE,
10.97 METERS (30.6 FT) EAST OF THE CENTERLINE OF THE ROAD,
23.93 METERS (78.5 FT) NORTHWEST OF THE NORTHWEST LEG OF A HIGH
POWERED TRANSMISSION LINE, 21.34 METERS (70.0 FT) EAST AND ACROSS
BEDFORD ROAD FROM UTILITY POLE #320122 WITH A GUY WIRE.
RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
RECOVERED AS DESCRIBED.
THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 8.40 METER
THE STATION IS 0.30 METERS ABOVE THE HEIGHT OF ROAD .
GOOD FOR GPS
|
2020-01-23 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1815 ***********************************************************************
MB1815 DESIGNATION - J 337
MB1815 PID - MB1815
MB1815 STATE/COUNTY- OH/SUMMIT
MB1815
MB1815 HORZ DATUM - NAD 83(1986)
MB1815 VERT DATUM - NAVD 88
MB1815
MB1815 POSITION - 41 19 16.83534(N) 081 30 31.78645(W) ADJUSTED
MB1815 83 minus 27 - +00.19863 -00.57951 NADCON
MB1815
MB1815 HEIGHT - 309.903 (meters) 1016.74 (feet) ADJUST
MB1815 88 minus 29 -0.213 ADJUSTED
MB1815 ***********************************************************************
MB1815
MB1815 LAPLACE CORR- 1.62 DEFLEC90
MB1815 GEOID HEIGHT- -34.06 GEOID90
MB1815 MODELED GRAV- 980,189.2 NAVD88
MB1815
MB1815
MB1815 HORZ ORDER - FIRST
MB1815 VERT ORDER - FIRST CLASS 2
MB1815
MB1815
MB1815.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB1815.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN NOVEMBER 1991
MB1815.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1815.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1815
MB1815; North East Scale Converg.
MB1815;SPC OH N - 184,217.947 682,979.951 0.99994891 +0 39 04.1 MT
MB1815;UTM 17 - 4,574,555.054 457,415.093 0.99962232 -0 20 09.5 MT
MB1815
MB1815
MB1815
MB1815_STATION MARK IS A FLANGE-ENCASED ROD
MB1815_WITH SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
MB1815_THE MONUMENT IS 0.30 METERS ABOVE THE HEIGHT OF ROAD
MB1815_THE MARK IS STAMPED: J 337 1983
MB1815
MB1815 HISTORY - Year Condition Recov. By
MB1815 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1815 HISTORY - 1990 GOOD AERO SERVICE CORPORATION
MB1815 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB1815
MB1815 STATION DESCRIPTION
MB1815
MB1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1815'IN MACEDONIA, ALONG BEDFORD ROAD, 74.68 METERS (245.0 FT) SOUTH OF THE
MB1815'INTERSECTION OF BERKSHIRE DRIVE, AT THE SOUTH END OF A SIDEWALK,
MB1815'10.97 METERS (30.6 FT) EAST OF THE CENTERLINE OF THE ROAD,
MB1815'23.93 METERS (78.5 FT) NORTHWEST OF THE NORTHWEST LEG OF A HIGH
MB1815'POWERED TRANSMISSION LINE, 21.34 METERS (70.0 FT) EAST AND ACROSS
MB1815'BEDFORD ROAD FROM A UTILITY POLE WITH A GUY WIRE.
MB1815
MB1815 STATION RECOVERY (1990)
MB1815
MB1815'RECOVERY NOTE BY AERO SERVICE CORPORATION 1990
MB1815'RECOVERED AS DESCRIBED.
MB1815'THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 8.40 METER
MB1815'THE STATION IS 0.30 METERS ABOVE THE HEIGHT OF ROAD .
|
|
|
|
|
|
|
|
|
|
|
|
2240744.0
|
604388.125
|
0101000020960E0000CE7CBDB17318414195F4F3C3C8712241
|
true
|
2012-10-02 03:50:00 -0400
|
false
|
41.32134315
|
-81.50882956944444444444
|
-81.5088295694445
|
41.3213431499998
|
2240743.3885952
|
604388.382720607
|
682979.950803719
|
184217.94748912
|
890
|
890
|
KELLEY ECC C OF A
|
MB1406
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
HISTORY - 1963 CITY OF AKRON OHIO
HISTORY - 2013 DESTROYED SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
2
|
55.09958
|
N
|
81
|
34
|
2.29688
|
W
|
ADJUSTED
|
-33.56
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
153881.573
|
678408.515
|
0.9999392
|
+
|
0
|
36
|
45.8
|
|
MT
|
|
|
|
|
305.055
|
1000.83
|
ADJUST
|
|
-0.5
|
DEFLEC90
|
|
|
|
|
980173.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
KELLEY (ACS) ECC. IS NEAR THE SOUTHWEST CORNER OF THE WALTER J. INNES
JUNIOR HIGH SCHOOL. IT
IS 2 FEET SOUTH OF THE SOUTH WALL OF THE SCHOOL, 1.5 FEET NORTH OF
THE NORTH EDGE OF A SIDEWALK, 33
FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE TO THE
SCHOOL AND 66 FEET EAST OF THE SOUTHWEST CORNER
OF THE SCHOOL. THE MARK IS A CITY OF
AKRON DISK STAMPED KELLEY ECC SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
IRON COVER.
RECOVERY NOTE 2013 SCE- A NEW SCHOOL HAS BEEN BUILT AT THIS LOCATION
|
2012-04-30 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1406 ***********************************************************************
MB1406 DESIGNATION - KELLEY ECC C OF A
MB1406 PID - MB1406
MB1406 STATE/COUNTY- OH/SUMMIT
MB1406
MB1406 HORZ DATUM - NAD 83(1986)
MB1406 VERT DATUM - NAVD 88
MB1406
MB1406 POSITION - 41 02 55.09958(N) 081 34 02.29688(W) ADJUSTED
MB1406 83 minus 27 - +00.19647 -00.56911 ADJUSTED
MB1406
MB1406 HEIGHT - 305.055 (meters) 1000.83 (feet) ADJUST
MB1406 88 minus 29 -0.20 SCALED
MB1406 ***********************************************************************
MB1406
MB1406 LAPLACE CORR- -0.50 DEFLEC90
MB1406 GEOID HEIGHT- -33.56 GEOID90
MB1406 MODELED GRAV- 980,173.6 NAVD88
MB1406
MB1406
MB1406 HORZ ORDER - SECOND
MB1406 VERT ORDER - FIRST CLASS 2
MB1406
MB1406
MB1406.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1406.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1406.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1406.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1406
MB1406; North East Scale Converg.
MB1406;SPC OH N - 153,881.573 678,408.515 0.99993920 +0 36 45.8 MT
MB1406;UTM 17 - 4,544,311.453 452,323.789 0.99962797 -0 22 21.2 MT
MB1406
MB1406
MB1406
MB1406_STATION MARK IS A SURVEY DISK
MB1406_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1406_THE MARK IS STAMPED: KELLEY
MB1406
MB1406 HISTORY - Year Condition Recov. By
MB1406 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1406 HISTORY - 1963 CITY OF AKRON OHIO
MB1406
MB1406 STATION DESCRIPTION
MB1406
MB1406'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1406'KELLEY (ACS) ECC. IS NEAR THE SOUTHWEST CORNER OF THE WALTER J. INNES
MB1406'JUNIOR HIGH SCHOOL. IT
MB1406'IS 2 FEET SOUTH OF THE SOUTH WALL OF THE SCHOOL, 1.5 FEET NORTH OF
MB1406'THE NORTH EDGE OF A SIDEWALK, 33
MB1406'FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE TO THE
MB1406'SCHOOL AND 66 FEET EAST OF THE SOUTHWEST CORNER
MB1406'OF THE SCHOOL. THE MARK IS A CITY OF
MB1406'AKRON DISK STAMPED KELLEY ECC SET IN THE TOP OF A 6 INCH SQUARE
MB1406'CONCRETE MONUMENT 4 INCHES BELOW
MB1406'THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 9 INCH
MB1406'IRON COVER.
MB1406'
|
|
|
|
|
|
|
|
|
|
|
|
2225744.75
|
504859.28125
|
0101000020960E00009E5F78A228FB4041C3917F2E6FD01E41
|
true
|
2013-10-16 06:01:00 -0400
|
false
|
41.04863877222222222222
|
-81.56730468888888888889
|
-81.5673046888889
|
41.0486387722221
|
2225745.26929851
|
504859.795408514
|
678408.514899215
|
153881.573403645
|
893
|
893
|
LARIMORE A C OF A
|
MB1385
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2013 GOOD SCE SURVEY CREW - 2018 NO ACCESS COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
3
|
44.50063
|
N
|
81
|
34
|
52.63576
|
W
|
ADJUSTED
|
-33.58
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
155392.873
|
677217.002
|
0.99993914
|
+
|
0
|
36
|
12.8
|
|
MT
|
|
|
|
|
331.849
|
1088.74
|
ADJUST
|
|
-0.61
|
DEFLEC90
|
|
|
|
|
980174.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963
LARIMORE (ACS) A IS ABOUT 350 FEET SOUTH OF THE STATION, 250 FEET
NORTHWEST OF MR. LARIMORES
HOUSE. IT IS 7 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 6 FEET
NORTHWEST OF AN 18 INCH OAK TREE AND
35.2 FEET SOUTH OF A FENCE CORNER. THE MARK IS A CITY OF
AKRON DISK STAMPED LARIMORE A SET IN THE TOP
OF A 6 INCH SQUARE CONCRETE MONUMENT 4
INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 2 FOOT IRON COVER.
PROPERTY IS NOW GATED WITH NO TRESPASSING SIGNS POSTED.
|
2018-06-06 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1385 ***********************************************************************
MB1385 DESIGNATION - LARIMORE A C OF A
MB1385 PID - MB1385
MB1385 STATE/COUNTY- OH/SUMMIT
MB1385
MB1385 HORZ DATUM - NAD 83(1986)
MB1385 VERT DATUM - NAVD 88
MB1385
MB1385 POSITION - 41 03 44.50063(N) 081 34 52.63576(W) ADJUSTED
MB1385 83 minus 27 - +00.19506 -00.56585 ADJUSTED
MB1385
MB1385 HEIGHT - 331.849 (meters) 1088.74 (feet) ADJUST
MB1385 88 minus 29 -0.20 ADJ UNCHK
MB1385 ***********************************************************************
MB1385
MB1385 LAPLACE CORR- -0.61 DEFLEC90
MB1385 GEOID HEIGHT- -33.58 GEOID90
MB1385 MODELED GRAV- 980,174.7 NAVD88
MB1385
MB1385
MB1385 HORZ ORDER - SECOND
MB1385 VERT ORDER - FIRST CLASS 2
MB1385
MB1385
MB1385.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1385.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1385.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1385.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1385
MB1385; North East Scale Converg.
MB1385;SPC OH N - 155,392.873 677,217.002 0.99993914 +0 36 12.8 MT
MB1385;UTM 17 - 4,545,842.543 451,158.803 0.99962936 -0 22 54.6 MT
MB1385
MB1385
MB1385
MB1385_STATION MARK IS A SURVEY DISK
MB1385_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1385_THE MARK IS STAMPED: LARIMORE A
MB1385
MB1385 HISTORY - Year Condition Recov. By
MB1385 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1385 HISTORY - 1963 CITY OF AKRON OHIO
MB1385
MB1385 STATION DESCRIPTION
MB1385
MB1385'DESCRIBED BY CITY OF AKRON OHIO 1963
MB1385'LARIMORE (ACS) A IS ABOUT 350 FEET SOUTH OF THE STATION, 250 FEET
MB1385'NORTHWEST OF MR. LARIMORES
MB1385'HOUSE. IT IS 7 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 6 FEET
MB1385'NORTHWEST OF AN 18 INCH OAK TREE AND
MB1385'35.2 FEET SOUTH OF A FENCE CORNER. THE MARK IS A CITY OF
MB1385'AKRON DISK STAMPED LARIMORE A SET IN THE TOP
MB1385'OF A 6 INCH SQUARE CONCRETE MONUMENT 4
MB1385'INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND
MB1385'COVERED WITH A 2 FOOT IRON COVER.
MB1385'
|
|
|
|
|
|
|
|
|
|
|
|
2221835.25
|
509818.625
|
0101000020960E000079A3830E86F3404150598C77E81D1F41
|
true
|
2013-11-14 09:44:00 -0500
|
false
|
41.06236128611111111111
|
-81.58128771111111111111
|
-81.5812877111111
|
41.062361286111
|
2221836.11339229
|
509818.116746326
|
677217.001795974
|
155392.872770009
|
894
|
894
|
LARIMORE B C OF A
|
MB1384
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1962 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2012 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
3
|
43.55777
|
N
|
81
|
35
|
1.18238
|
W
|
ADJUSTED
|
-33.58
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
155361.691
|
677017.777
|
0.99993915
|
+
|
0
|
36
|
7.2
|
|
MT
|
|
|
|
|
328.041
|
1076.25
|
ADJUST
|
|
-0.63
|
DEFLEC90
|
|
|
|
|
980174.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
AT AKRON, ABOUT 3 1/2 MILES SOUTHWEST OF DOWNTOWN, ALONG
DRIESBACK DRIVE, 0.25 MILE NORTHEAST ALONG DRIESBACK DRIVE
FROM ITS JUNCTION WITH WOOSTER AVENUE, ABOUT 0.1 MILE SOUTHWEST
OF STATION LARIMORE, 8 FEET SOUTH OF THE CENTER LINE OF DRIESBACK
DRIVE, 46 FEET SOUTHEAST OF POWER LINE POLE NO. 35734, 35 FEET
SOUTHEAST OF A T JUNCTION OF THE DRIVE AND DIRT STREET LEADING
SOUTH, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
LEVEL OF THE GROUND AND UNDER A 2-FOOT IRON COVER.
RECOVERY NOTE BY CITY OF AKRON OHIO 1963
TO REACH LARIMORE (ACS) B FROM THE INTERSECTION OF WOOSTER AVENUE AND
ROMIG ROAD, GO WESTERLY ON
WOOSTER AVENUE FOR 0.2 MILE TO A GRAVELED SIDE ROAD RIGHT (DRIESBACK
DRIVE). TURN RIGHT AND GO NORTH
ON DRIESBACK DRIVE FOR 0.15 MILE TO A CROSSROAD AND
WHERE DRIESBACK DRIVE TURNS SHARP RIGHT. TURN
RIGHT AND GO EAST ON DRIESBACK DRIVE FOR
0.1 MILE TO THE MARK ON THE RIGHT, SOUTHEAST OF A SIDE ROAD LEFT.
LARIMORE B IS 8 FEET SOUTH OF THE CENTERLINE OF DRIESBACK DRIVE, 10
FEET NORTHEAST OF A CLUSTER OF
4 WILD CHERRY TREES, 35 FEET SOUTHEAST OF A T-ROAD INTERSECTION AND
46 FEET SOUTHEAST OF POWER POLE
NUMBER 35734. THE MARK IS A CITY OF AKRON DISK STAMPED
LARIMORE B SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 2
FOOT IRON COVER.
|
2018-06-06 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1384 ***********************************************************************
MB1384 DESIGNATION - LARIMORE B C OF A
MB1384 PID - MB1384
MB1384 STATE/COUNTY- OH/SUMMIT
MB1384
MB1384 HORZ DATUM - NAD 83(1986)
MB1384 VERT DATUM - NAVD 88
MB1384
MB1384 POSITION - 41 03 43.55777(N) 081 35 01.18238(W) ADJUSTED
MB1384 83 minus 27 - +00.19488 -00.56560 ADJUSTED
MB1384
MB1384 HEIGHT - 328.041 (meters) 1076.25 (feet) ADJUST
MB1384 88 minus 29 -0.20 ADJ UNCHK
MB1384 ***********************************************************************
MB1384
MB1384 LAPLACE CORR- -0.63 DEFLEC90
MB1384 GEOID HEIGHT- -33.58 GEOID90
MB1384 MODELED GRAV- 980,174.7 NAVD88
MB1384
MB1384
MB1384 HORZ ORDER - SECOND
MB1384 VERT ORDER - FIRST CLASS 2
MB1384
MB1384
MB1384.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1384.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1384.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1384.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1384
MB1384; North East Scale Converg.
MB1384;SPC OH N - 155,361.691 677,017.777 0.99993915 +0 36 07.2 MT
MB1384;UTM 17 - 4,545,814.801 450,959.133 0.99962960 -0 23 00.2 MT
MB1384
MB1384
MB1384
MB1384_STATION MARK IS A SURVEY DISK
MB1384_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1384_THE MARK IS STAMPED: LARIMORE B
MB1384
MB1384 HISTORY - Year Condition Recov. By
MB1384 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1384 HISTORY - 1962 GOOD NATIONAL GEODETIC SURVEY
MB1384 HISTORY - 1963 CITY OF AKRON OHIO
MB1384
MB1384 STATION DESCRIPTION
MB1384
MB1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
MB1384'AT AKRON, ABOUT 3 1/2 MILES SOUTHWEST OF DOWNTOWN, ALONG
MB1384'DRIESBACK DRIVE, 0.25 MILE NORTHEAST ALONG DRIESBACK DRIVE
MB1384'FROM ITS JUNCTION WITH WOOSTER AVENUE, ABOUT 0.1 MILE SOUTHWEST
MB1384'OF STATION LARIMORE, 8 FEET SOUTH OF THE CENTER LINE OF DRIESBACK
MB1384'DRIVE, 46 FEET SOUTHEAST OF POWER LINE POLE NO. 35734, 35 FEET
MB1384'SOUTHEAST OF A T JUNCTION OF THE DRIVE AND DIRT STREET LEADING
MB1384'SOUTH, SET IN THE TOP OF A CONCRETE POST 4 INCHES BELOW THE
MB1384'LEVEL OF THE GROUND AND UNDER A 2-FOOT IRON COVER.
MB1384
MB1384 STATION RECOVERY (1963)
MB1384
MB1384'RECOVERY NOTE BY CITY OF AKRON OHIO 1963
MB1384'TO REACH LARIMORE (ACS) B FROM THE INTERSECTION OF WOOSTER AVENUE AND
MB1384'ROMIG ROAD, GO WESTERLY ON
MB1384'WOOSTER AVENUE FOR 0.2 MILE TO A GRAVELED SIDE ROAD RIGHT (DRIESBACK
MB1384'DRIVE). TURN RIGHT AND GO NORTH
MB1384'ON DRIESBACK DRIVE FOR 0.15 MILE TO A CROSSROAD AND
MB1384'WHERE DRIESBACK DRIVE TURNS SHARP RIGHT. TURN
MB1384'RIGHT AND GO EAST ON DRIESBACK DRIVE FOR
MB1384'0.1 MILE TO THE MARK ON THE RIGHT, SOUTHEAST OF A SIDE ROAD LEFT.
MB1384'
MB1384'LARIMORE B IS 8 FEET SOUTH OF THE CENTERLINE OF DRIESBACK DRIVE, 10
MB1384'FEET NORTHEAST OF A CLUSTER OF
MB1384'4 WILD CHERRY TREES, 35 FEET SOUTHEAST OF A T-ROAD INTERSECTION AND
MB1384'46 FEET SOUTHEAST OF POWER POLE
MB1384'NUMBER 35734. THE MARK IS A CITY OF AKRON DISK STAMPED
MB1384'LARIMORE B SET IN THE TOP OF A 6 INCH SQUARE
MB1384'CONCRETE MONUMENT 4 INCHES BELOW THE
MB1384'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 2
MB1384'FOOT IRON COVER.
MB1384'
|
|
|
|
|
|
|
|
|
|
|
|
2221182.0
|
509715.84375
|
0101000020960E00006705AB3E3FF24041DAD918424F1C1F41
|
true
|
2012-05-17 03:48:00 -0400
|
false
|
41.06209938055555555556
|
-81.58366177222222222222
|
-81.5836617722222
|
41.0620993805554
|
2221182.48959415
|
509715.814547924
|
677017.77686385
|
155361.690997574
|
895
|
895
|
LARIMORE C OF A
|
MB1386
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2013 GOOD SCE SURVEY CREW - 2018 NO ACCESS COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
47.973
|
N
|
81
|
34
|
52.65554
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
155499.973
|
677215.412
|
0.99993914
|
+
|
0
|
36
|
12.8
|
|
MT
|
|
|
|
|
333.815
|
1095.19
|
ADJUST
|
|
-0.61
|
DEFLEC90
|
|
|
|
|
980174.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
THIS PROPERTY IS NOW FENCED WITH NO TRESPASSING SIGNS POSTED. DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 3-1/2 MILES WEST-SOUTHWEST OF DOWNTOWN AKRON,
0.2 MILE NORTHWEST OF WOOSTER
AVENUE, ABOUT 500 FEET NORTHWEST OF THE HOME OF MR. FRANK LARIMORE
AND ON MR. LARIMORES PROPERTY.
IT IS 16 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 26
FEET SOUTH OF A CLUSTER OF 4 WILD CHERRY
TREES AND 101 FEET NORTHEAST OF THE NORTHEAST
CORNER OF MR. CROWS HOUSE. THE MARK IS A CITY OF AKRON
DISK STAMPED LARIMORE SET IN THE
TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
OF A 3 FOOT SQUARE OF CONCRETE
AND COVERED WITH A 2 FOOT IRON COVER.
TO REACH THE STATION FROM THE INTERSECTION OF WOOSTER AVENUE AND
ROMIG ROAD, GO NORTHEAST ON
WOOSTER AVENUE FOR 0.15 MILE TO A GRAVELED DRIVEWAY LEFT. TURN LEFT
AND GO NORTHERLY ON THE GRAVELED
DRIVEWAY FOR 0.1 MILE TO MR. LARIMORES HOUSE ON THE RIGHT.
FROM THE HOUSE GO WEST AND NORTH ON A TRACK
ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
TO REACH LARIMORE (ACS) B FROM THE INTERSECTION OF WOOSTER AVENUE AND
ROMIG ROAD, GO WESTERLY ON
WOOSTER AVENUE FOR 0.2 MILE TO A GRAVELED SIDE ROAD RIGHT (DRIESBACK
DRIVE). TURN RIGHT AND GO NORTH
ON DRIESBACK DRIVE FOR 0.15 MILE TO A CROSSROAD AND
WHERE DRIESBACK DRIVE TURNS SHARP RIGHT. TURN
RIGHT AND GO EAST ON DRIESBACK DRIVE FOR
0.1 MILE TO THE MARK ON THE RIGHT, SOUTHEAST OF A SIDE ROAD LEFT.
LARIMORE (ACS) A IS ABOUT 350 FEET SOUTH OF THE STATION, 250 FEET
NORTHWEST OF MR. LARIMORES
HOUSE. IT IS 7 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 6 FEET
NORTHWEST OF AN 18 INCH OAK TREE AND
35.2 FEET SOUTH OF A FENCE CORNER. THE MARK IS A CITY OF
AKRON DISK STAMPED LARIMORE A SET IN THE TOP
OF A 6 INCH SQUARE CONCRETE MONUMENT 4
INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 2 FOOT IRON COVER.
LARIMORE B IS 8 FEET SOUTH OF THE CENTERLINE OF DRIESBACK DRIVE, 10
FEET NORTHEAST OF A CLUSTER OF
4 WILD CHERRY TREES, 35 FEET SOUTHEAST OF A T-ROAD INTERSECTION AND
46 FEET SOUTHEAST OF POWER POLE
NUMBER 35734. THE MARK IS A CITY OF AKRON DISK STAMPED
LARIMORE B SET IN THE TOP OF A 6 INCH SQUARE
CONCRETE MONUMENT 4 INCHES BELOW THE
SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 2
FOOT IRON COVER.
HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
|
2018-06-06 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1386 ***********************************************************************
MB1386 DESIGNATION - LARIMORE C OF A
MB1386 PID - MB1386
MB1386 STATE/COUNTY- OH/SUMMIT
MB1386
MB1386 HORZ DATUM - NAD 83(1986)
MB1386 VERT DATUM - NAVD 88
MB1386
MB1386 POSITION - 41 03 47.97300(N) 081 34 52.65554(W) ADJUSTED
MB1386 83 minus 27 - +00.19500 -00.56572 ADJUSTED
MB1386
MB1386 HEIGHT - 333.815 (meters) 1095.19 (feet) ADJUST
MB1386 88 minus 29 -0.20 ADJ UNCHK
MB1386 ***********************************************************************
MB1386
MB1386 LAPLACE CORR- -0.61 DEFLEC90
MB1386 GEOID HEIGHT- -33.59 GEOID90
MB1386 MODELED GRAV- 980,174.8 NAVD88
MB1386
MB1386
MB1386 HORZ ORDER - FIRST
MB1386 VERT ORDER - FIRST CLASS 2
MB1386
MB1386
MB1386.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1386.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1386.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1386.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1386
MB1386; North East Scale Converg.
MB1386;SPC OH N - 155,499.973 677,215.412 0.99993914 +0 36 12.8 MT
MB1386;UTM 17 - 4,545,949.622 451,159.055 0.99962936 -0 22 54.7 MT
MB1386
MB1386: Primary Azimuth Mark Grid Az
MB1386:SPC OH N - SUMMIT 072 39 32.2
MB1386:UTM 17 - SUMMIT 073 38 39.7
MB1386
MB1386|---------------------------------------------------------------------|
MB1386| Pid Reference Object Distance Geod. AZ |
MB1386| dddmmss.ss|
MB1386| MB2919 AKRON ST PAULS EPIS CH SPIRE APPROX. 5.1 KM 0211810.9 |
MB1386| MB2886 AKRON WESTMINSTER PRESB SPIRE APPROX. 4.5 KM 0280233.3 |
MB1386| MB2907 AKRON FIRST UNITE C OF C SPIRE APPROX. 4.3 KM 0472915.8 |
MB1386| MB2921 AKRON DOVER AVE N MUN SPIPE APPROX. 2.1 KM 0503543.5 |
MB1386| MB2917 AKRON DOVER AVE S MUN SPIPE APPROX. 2.0 KM 0512359.1 |
MB1386| MB2920 AKRON TV STATION WAKR MAST APPROX. 5.7 KM 0681006.7 |
MB1386| MB2880 AKRON WOOSTER AVE MUN SPIPE APPROX. 2.6 KM 0714716.0 |
MB1386| MB2884 AKRON WOOSTER AVE MUN TANK APPROX. 2.6 KM 0715221.0 |
MB1386| MB1389 SUMMIT APPROX. 2.7 KM 0731545.0 |
MB1386| MB1385 LARIMORE A C OF A 107.119 METERS 17945 |
MB1386| MB2926 BARBERTON EAST MUN STANDPIPE APPROX. 5.3 KM 1894534.9 |
MB1386| MB1384 LARIMORE B C OF A 241.223 METERS 23537 |
MB1386|---------------------------------------------------------------------|
MB1386
MB1386_STATION MARK IS A SURVEY DISK
MB1386_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1386_THE MARK IS STAMPED: LARIMORE
MB1386
MB1386 HISTORY - Year Condition Recov. By
MB1386 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1386 HISTORY - 1963 CITY OF AKRON OHIO
MB1386
MB1386 STATION DESCRIPTION
MB1386
MB1386'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1386'THE STATION IS ABOUT 3-1/2 MILES WEST-SOUTHWEST OF DOWNTOWN AKRON,
MB1386'0.2 MILE NORTHWEST OF WOOSTER
MB1386'AVENUE, ABOUT 500 FEET NORTHWEST OF THE HOME OF MR. FRANK LARIMORE
MB1386'AND ON MR. LARIMORES PROPERTY.
MB1386'IT IS 16 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, 26
MB1386'FEET SOUTH OF A CLUSTER OF 4 WILD CHERRY
MB1386'TREES AND 101 FEET NORTHEAST OF THE NORTHEAST
MB1386'CORNER OF MR. CROWS HOUSE. THE MARK IS A CITY OF AKRON
MB1386'DISK STAMPED LARIMORE SET IN THE
MB1386'TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE
MB1386'OF A 3 FOOT SQUARE OF CONCRETE
MB1386'AND COVERED WITH A 2 FOOT IRON COVER.
MB1386'
MB1386'TO REACH THE STATION FROM THE INTERSECTION OF WOOSTER AVENUE AND
MB1386'ROMIG ROAD, GO NORTHEAST ON
MB1386'WOOSTER AVENUE FOR 0.15 MILE TO A GRAVELED DRIVEWAY LEFT. TURN LEFT
MB1386'AND GO NORTHERLY ON THE GRAVELED
MB1386'DRIVEWAY FOR 0.1 MILE TO MR. LARIMORES HOUSE ON THE RIGHT.
MB1386'FROM THE HOUSE GO WEST AND NORTH ON A TRACK
MB1386'ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
MB1386'
MB1386'TO REACH LARIMORE (ACS) B FROM THE INTERSECTION OF WOOSTER AVENUE AND
MB1386'ROMIG ROAD, GO WESTERLY ON
MB1386'WOOSTER AVENUE FOR 0.2 MILE TO A GRAVELED SIDE ROAD RIGHT (DRIESBACK
MB1386'DRIVE). TURN RIGHT AND GO NORTH
MB1386'ON DRIESBACK DRIVE FOR 0.15 MILE TO A CROSSROAD AND
MB1386'WHERE DRIESBACK DRIVE TURNS SHARP RIGHT. TURN
MB1386'RIGHT AND GO EAST ON DRIESBACK DRIVE FOR
MB1386'0.1 MILE TO THE MARK ON THE RIGHT, SOUTHEAST OF A SIDE ROAD LEFT.
MB1386'
MB1386'LARIMORE (ACS) A IS ABOUT 350 FEET SOUTH OF THE STATION, 250 FEET
MB1386'NORTHWEST OF MR. LARIMORES
MB1386'HOUSE. IT IS 7 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 6 FEET
MB1386'NORTHWEST OF AN 18 INCH OAK TREE AND
MB1386'35.2 FEET SOUTH OF A FENCE CORNER. THE MARK IS A CITY OF
MB1386'AKRON DISK STAMPED LARIMORE A SET IN THE TOP
MB1386'OF A 6 INCH SQUARE CONCRETE MONUMENT 4
MB1386'INCHES BELOW THE SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND
MB1386'COVERED WITH A 2 FOOT IRON COVER.
MB1386'
MB1386'LARIMORE B IS 8 FEET SOUTH OF THE CENTERLINE OF DRIESBACK DRIVE, 10
MB1386'FEET NORTHEAST OF A CLUSTER OF
MB1386'4 WILD CHERRY TREES, 35 FEET SOUTHEAST OF A T-ROAD INTERSECTION AND
MB1386'46 FEET SOUTHEAST OF POWER POLE
MB1386'NUMBER 35734. THE MARK IS A CITY OF AKRON DISK STAMPED
MB1386'LARIMORE B SET IN THE TOP OF A 6 INCH SQUARE
MB1386'CONCRETE MONUMENT 4 INCHES BELOW THE
MB1386'SURFACE OF A 3 FOOT SQUARE OF CONCRETE AND COVERED WITH A 2
MB1386'FOOT IRON COVER.
MB1386'
MB1386'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
MB1386'
|
|
|
|
|
|
|
|
|
|
|
|
2221831.5
|
510168.8125
|
0101000020960E00006617C67283F3404150AED0FB65231F41
|
true
|
2013-11-14 09:45:00 -0500
|
false
|
41.06332583333333333333
|
-81.58129320555555555556
|
-81.5812932055556
|
41.0633258333332
|
2221830.89667027
|
510169.495913242
|
677215.411735922
|
155499.973354284
|
899
|
899
|
LARUE C OF A
|
MB1360
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2013 UNABLE TO LOCATE SCE 2015 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
35.08201
|
N
|
81
|
34
|
10.36819
|
W
|
ADJUSTED
|
-33.61
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
156963.519
|
678187.14
|
0.99993915
|
+
|
0
|
36
|
40.5
|
|
MT
|
|
|
|
|
298.943
|
980.78
|
ADJUST
|
|
-0.48
|
DEFLEC90
|
|
|
|
|
980176.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 2-3/4 MILES WEST-SOUTHWEST OF DOWNTOWN AKRON AND
AT THE INTERSECTION OF
SOUTH HAWKINS AVENUE AND STONER STREET. IT IS 15 FEET SOUTHEAST OF
THE CENTER OF THE INTERSECTION OF
STONER STREET AND SOUTH HAWKINS AVENUE, 27.3 FEET WEST OF
THE SOUTH HAWKINS AVENUE AND STONER STREET SIGN,
40.4 FEET NORTHWEST OF A FIRE HYDRANT
AND 53 FEET SOUTHEAST OF POWER POLE NUMBER 24051. THE MARK IS A
CITY OF AKRON DISK STAMPED LARUE
SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
THE SURFACE OF A 3 FOOT SQUARE OF
CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
RECOVERY NOTE 2013 SUMMIT COUNT ENGINEER- THE INTERSECTION HAS BEEN REPAVED AND THE MONUMENT APPEARS TO HAVE BEEN DESTROYED
|
2013-10-22 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1360 ***********************************************************************
MB1360 DESIGNATION - LARUE C OF A
MB1360 PID - MB1360
MB1360 STATE/COUNTY- OH/SUMMIT
MB1360
MB1360 HORZ DATUM - NAD 83(1986)
MB1360 VERT DATUM - NAVD 88
MB1360
MB1360 POSITION - 41 04 35.08201(N) 081 34 10.36819(W) ADJUSTED
MB1360 83 minus 27 - +00.19531 -00.56552 ADJUSTED
MB1360
MB1360 HEIGHT - 298.943 (meters) 980.78 (feet) ADJUST
MB1360 88 minus 29 -0.20 ADJ UNCHK
MB1360 ***********************************************************************
MB1360
MB1360 LAPLACE CORR- -0.48 DEFLEC90
MB1360 GEOID HEIGHT- -33.61 GEOID90
MB1360 MODELED GRAV- 980,176.3 NAVD88
MB1360
MB1360
MB1360 HORZ ORDER - FIRST
MB1360 VERT ORDER - FIRST CLASS 2
MB1360
MB1360
MB1360.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1360.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1360.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1360.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1360
MB1360; North East Scale Converg.
MB1360;SPC OH N - 156,963.519 678,187.140 0.99993915 +0 36 40.5 MT
MB1360;UTM 17 - 4,547,395.790 452,155.501 0.99962817 -0 22 27.3 MT
MB1360
MB1360: Primary Azimuth Mark Grid Az
MB1360:SPC OH N - MAPLE C OF A 359 52 32.8
MB1360:UTM 17 - MAPLE C OF A 000 51 40.6
MB1360
MB1360|---------------------------------------------------------------------|
MB1360| Pid Reference Object Distance Geod. AZ |
MB1360| dddmmss.ss|
MB1360| MB1361 MAPLE C OF A APPROX. 0.8 KM 0002913.3 |
MB1360|---------------------------------------------------------------------|
MB1360
MB1360_STATION MARK IS A SURVEY DISK
MB1360_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1360_THE MARK IS STAMPED: LARUE
MB1360
MB1360 HISTORY - Year Condition Recov. By
MB1360 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1360 HISTORY - 1963 CITY OF AKRON OHIO
MB1360
MB1360 STATION DESCRIPTION
MB1360
MB1360'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1360'THE STATION IS ABOUT 2-3/4 MILES WEST-SOUTHWEST OF DOWNTOWN AKRON AND
MB1360'AT THE INTERSECTION OF
MB1360'SOUTH HAWKINS AVENUE AND STONER STREET. IT IS 15 FEET SOUTHEAST OF
MB1360'THE CENTER OF THE INTERSECTION OF
MB1360'STONER STREET AND SOUTH HAWKINS AVENUE, 27.3 FEET WEST OF
MB1360'THE SOUTH HAWKINS AVENUE AND STONER STREET SIGN,
MB1360'40.4 FEET NORTHWEST OF A FIRE HYDRANT
MB1360'AND 53 FEET SOUTHEAST OF POWER POLE NUMBER 24051. THE MARK IS A
MB1360'CITY OF AKRON DISK STAMPED LARUE
MB1360'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
MB1360'THE SURFACE OF A 3 FOOT SQUARE OF
MB1360'CONCRETE AND COVERED WITH A 9 INCH IRON COVER.
MB1360'
|
|
|
|
|
|
|
|
|
|
|
|
2225018.25
|
514971.34375
|
0101000020960E0000A76AAB7CBDF940418738E0956C6E1F41
|
true
|
2013-10-23 10:18:00 -0400
|
false
|
41.07641166944444444445
|
-81.56954671944444444445
|
-81.5695467194444
|
41.0764116694443
|
2225018.97398122
|
514971.146363147
|
678187.139643755
|
156963.519338509
|
900
|
900
|
LEDGES C OF A
|
MB1340
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2013 GOOD SCE SURVEY CREW - 2018 GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
6.75463
|
N
|
81
|
35
|
18.16763
|
W
|
ADJUSTED
|
-33.56
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
154222.34
|
676633.101
|
0.99993918
|
+
|
0
|
35
|
56.0
|
|
MT
|
|
|
|
|
337.417
|
1107.01
|
ADJUST
|
|
-0.69
|
DEFLEC90
|
|
|
|
|
980173.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF DOWNTOWN AKRON, 0.4
MILE WEST OF ROMIG ROAD,
0.55 MILE SOUTH OF AKRON-WADSWORTH ROAD, 0.1 MILE NORTHWEST OF MR.
H.W. WILLENERS HOUSE AND ON THE
PROPERTY OF MR. WILLENER. IT IS 10 FEET NORTH OF THE
CENTERLINE OF A TRACK ROAD, 13 FEET NORTHWEST
OF AN 8 INCH LOCUST TREE AND 21.6 FEET
NORTHEAST OF A 10 INCH OAK TREE. THE MARK IS A CITY OF AKRON
DISK STAMPED LEDGES SET IN THE TOP
OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A
3 FOOT SQUARE OF CONCRETE AND
COVERED WITH A 9 INCH IRON COVER.
TO REACH FROM THE INTERSECTION OF ROMIG ROAD, WOOSTER AVENUE AND
MORSE STREET, GO SOUTH ON
ROMIG ROAD FOR 0.4 MILE TO HARLEM ROAD ON THE RIGHT. TURN RIGHT AND
GO WEST AND SOUTHWEST ON HARLEM
ROAD FOR 0.45 MILE TO MR. H.W. WILLENERS HOUSE ON THE RIGHT.
FROM MR. WILLENERS HOUSE GO NORTHWEST
ACROSS A FIELD ON A TRACK ROAD FOR 0.1 MILE TO
EDGE OF WOODS AND THE STATION ON THE RIGHT.
|
2018-01-10 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1340 ***********************************************************************
MB1340 DESIGNATION - LEDGES C OF A
MB1340 PID - MB1340
MB1340 STATE/COUNTY- OH/SUMMIT
MB1340
MB1340 HORZ DATUM - NAD 83(1986)
MB1340 VERT DATUM - NAVD 88
MB1340
MB1340 POSITION - 41 03 06.75463(N) 081 35 18.16763(W) ADJUSTED
MB1340 83 minus 27 - +00.19503 -00.56631 ADJUSTED
MB1340
MB1340 HEIGHT - 337.417 (meters) 1107.01 (feet) ADJUST
MB1340 88 minus 29 -0.20 ADJ UNCHK
MB1340 ***********************************************************************
MB1340
MB1340 LAPLACE CORR- -0.69 DEFLEC90
MB1340 GEOID HEIGHT- -33.56 GEOID90
MB1340 MODELED GRAV- 980,173.7 NAVD88
MB1340
MB1340
MB1340 HORZ ORDER - FIRST
MB1340 VERT ORDER - FIRST CLASS 2
MB1340
MB1340
MB1340.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1340.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1340.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1340.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1340
MB1340; North East Scale Converg.
MB1340;SPC OH N - 154,222.340 676,633.101 0.99993918 +0 35 56.0 MT
MB1340;UTM 17 - 4,544,682.584 450,555.047 0.99963009 -0 23 11.1 MT
MB1340
MB1340: Primary Azimuth Mark Grid Az
MB1340:SPC OH N - AKRON TV STATION WAKR MAST 059 26 59.3
MB1340:UTM 17 - AKRON TV STATION WAKR MAST 060 26 06.4
MB1340
MB1340|---------------------------------------------------------------------|
MB1340| Pid Reference Object Distance Geod. AZ |
MB1340| dddmmss.ss|
MB1340| MB2920 AKRON TV STATION WAKR MAST APPROX. 6.8 KM 0600255.3 |
MB1340|---------------------------------------------------------------------|
MB1340
MB1340_STATION MARK IS A SURVEY DISK
MB1340_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1340_THE MARK IS STAMPED: LEDGES
MB1340
MB1340 HISTORY - Year Condition Recov. By
MB1340 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1340 HISTORY - 1963 CITY OF AKRON OHIO
MB1340
MB1340 STATION DESCRIPTION
MB1340
MB1340'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1340'THE STATION IS ABOUT 4-1/2 MILES SOUTHWEST OF DOWNTOWN AKRON, 0.4
MB1340'MILE WEST OF ROMIG ROAD,
MB1340'0.55 MILE SOUTH OF AKRON-WADSWORTH ROAD, 0.1 MILE NORTHWEST OF MR.
MB1340'H.W. WILLENERS HOUSE AND ON THE
MB1340'PROPERTY OF MR. WILLENER. IT IS 10 FEET NORTH OF THE
MB1340'CENTERLINE OF A TRACK ROAD, 13 FEET NORTHWEST
MB1340'OF AN 8 INCH LOCUST TREE AND 21.6 FEET
MB1340'NORTHEAST OF A 10 INCH OAK TREE. THE MARK IS A CITY OF AKRON
MB1340'DISK STAMPED LEDGES SET IN THE TOP
MB1340'OF A 6 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE SURFACE OF A
MB1340'3 FOOT SQUARE OF CONCRETE AND
MB1340'COVERED WITH A 9 INCH IRON COVER.
MB1340'
MB1340'TO REACH FROM THE INTERSECTION OF ROMIG ROAD, WOOSTER AVENUE AND
MB1340'MORSE STREET, GO SOUTH ON
MB1340'ROMIG ROAD FOR 0.4 MILE TO HARLEM ROAD ON THE RIGHT. TURN RIGHT AND
MB1340'GO WEST AND SOUTHWEST ON HARLEM
MB1340'ROAD FOR 0.45 MILE TO MR. H.W. WILLENERS HOUSE ON THE RIGHT.
MB1340'FROM MR. WILLENERS HOUSE GO NORTHWEST
MB1340'ACROSS A FIELD ON A TRACK ROAD FOR 0.1 MILE TO
MB1340'EDGE OF WOODS AND THE STATION ON THE RIGHT.
MB1340'
|
|
|
|
|
|
|
|
|
|
|
|
2219920.75
|
505977.71875
|
0101000020960E000088C87E37C8EF40411C49752EE7E11E41
|
true
|
2013-11-14 09:42:00 -0500
|
false
|
41.05187628611111111111
|
-81.58837989722222222222
|
-81.5883798972222
|
41.051876286111
|
2219920.43355662
|
505977.795369284
|
676633.10141426
|
154222.340473222
|
903
|
903
|
LOLA
|
MB1180
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1954 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
29.0
|
N
|
81
|
28
|
35.0
|
W
|
SCALED
|
-33.57
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
321.146
|
1053.63
|
ADJUST
|
|
|
|
|
|
|
|
980171.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
ABOUT 2.15 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
MARKET STREET OVERPASS OVER THE TRACKS AT EAST AKRON, AT THE
OVERPASS OF TRIPLETT STREET OVER THE TRACKS, NEAR THE WEST CORNER
OF AKRON AIRPORT, SET VERTICALLY IN THE WEST FACE OF THE FIRST
CONCRETE PIER EAST OF TRACKS, 5 3/4 FEET EAST OF EAST RAIL, 18
FEET SOUTH OF NORTH END OF PIER AND ABOUT 3 1/2 FEET ABOVE LEVEL
OF TRACKS. NOTE-- THE DISK HAS BEEN BATTERED AND THE STAMPING
IS BARELY LEGIBLE. DISK IS SOLID AND APPARENTLY IN GOOD
CONDITION.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2022-01-21 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1180 ***********************************************************************
MB1180 DESIGNATION - LOLA
MB1180 PID - MB1180
MB1180 STATE/COUNTY- OH/SUMMIT
MB1180
MB1180 HORZ DATUM - NAD 83(1986)
MB1180 VERT DATUM - NAVD 88
MB1180
MB1180 POSITION - 41 02 29. (N) 081 28 35. (W) SCALED
MB1180 83 minus 27 - +00. -01. SCALED
MB1180
MB1180 HEIGHT - 321.146 (meters) 1053.63 (feet) ADJUST
MB1180 88 minus 29 -0.196 ADJUSTED
MB1180 ***********************************************************************
MB1180
MB1180 GEOID HEIGHT- -33.57 GEOID90
MB1180 MODELED GRAV- 980,171.1 NAVD88
MB1180
MB1180
MB1180 VERT ORDER - FIRST CLASS 2
MB1180
MB1180
MB1180.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1180.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1180.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1180
MB1180
MB1180
MB1180
MB1180_STATION MARK IS A BENCH MARK DISK
MB1180_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1180_THE MARK IS STAMPED: LOLA 1934
MB1180
MB1180 HISTORY - Year Condition Recov. By
MB1180 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1180 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
MB1180 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1180
MB1180 STATION DESCRIPTION
MB1180
MB1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
MB1180'ABOUT 2.15 MILES SOUTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
MB1180'MARKET STREET OVERPASS OVER THE TRACKS AT EAST AKRON, AT THE
MB1180'OVERPASS OF TRIPLETT STREET OVER THE TRACKS, NEAR THE WEST CORNER
MB1180'OF AKRON AIRPORT, SET VERTICALLY IN THE WEST FACE OF THE FIRST
MB1180'CONCRETE PIER EAST OF TRACKS, 5 3/4 FEET EAST OF EAST RAIL, 18
MB1180'FEET SOUTH OF NORTH END OF PIER AND ABOUT 3 1/2 FEET ABOVE LEVEL
MB1180'OF TRACKS. NOTE-- THE DISK HAS BEEN BATTERED AND THE STAMPING
MB1180'IS BARELY LEGIBLE. DISK IS SOLID AND APPARENTLY IN GOOD
MB1180'CONDITION.
MB1180
MB1180 STATION RECOVERY (1983)
MB1180
MB1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1180'RECOVERED AS DESCRIBED.
|
|
|
|
|
|
|
|
|
|
|
|
2250851.0
|
502500.0625
|
0101000020960E0000FA422B42312C41412F51346E8FAB1E41
|
true
|
2012-04-27 07:09:00 -0400
|
false
|
41.04138888888888888889
|
-81.47638888888888888889
|
-81.4763888888889
|
41.0413888888887
|
2250850.51694524
|
502499.857621449
|
686060.609686129
|
153162.262927526
|
905
|
905
|
LUCIA
|
KY1216
|
OH
|
Summit
|
|
USCGS
|
1933-12-31 19:00:00 -0500
|
DISK
|
LUCIA 1934
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2012 DESTROYED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
59
|
34.0
|
N
|
81
|
26
|
32.0
|
W
|
SCALED
|
-33.52
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
322.175
|
1057.0
|
ADJUST
|
|
|
|
|
|
|
|
980163.8
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
COULD NOT LOCATE BRIDGE.
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
ABOUT 1.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
FROM THE CROSSING OF STATE HIGHWAY 619 AT MYERSVILLE, ABOUT 0.2
MILE SOUTHEAST OF THE CROSSING OF PRESSLER ROAD, 65 YARDS
NORTHWEST OF MILEAGE POLE 31+10, SET IN THE TOP OF THE SOUTHWEST END
OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 428 WHICH IS OVER
A SMALL STREAM AND UNDER THE RAILROAD, 52 FEET SOUTHWEST OF THE
SOUTHWEST RAIL, 1.6 FEET SOUTHEAST OF THE SOUTH CORNER OF A STEEL
GIRDER, 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT
AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.
COULD NOT LOCATE BRIDGE.
|
2012-10-08 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1216 ***********************************************************************
KY1216 DESIGNATION - LUCIA
KY1216 PID - KY1216
KY1216 STATE/COUNTY- OH/SUMMIT
KY1216
KY1216 HORZ DATUM - NAD 83(1986)
KY1216 VERT DATUM - NAVD 88
KY1216
KY1216 POSITION - 40 59 34. (N) 081 26 32. (W) SCALED
KY1216 83 minus 27 - +00. -01. SCALED
KY1216
KY1216 HEIGHT - 322.175 (meters) 1057.00 (feet) ADJUST
KY1216 88 minus 29 -0.19 ADJ UNCHK
KY1216 ***********************************************************************
KY1216
KY1216 GEOID HEIGHT- -33.52 GEOID90
KY1216 MODELED GRAV- 980,163.8 NAVD88
KY1216
KY1216
KY1216 VERT ORDER - FIRST CLASS 2
KY1216
KY1216
KY1216.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1216.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1216.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1216
KY1216
KY1216
KY1216
KY1216_STATION MARK IS A BENCH MARK DISK
KY1216_WITH SETTING: SET IN A MASSIVE STRUCTURE
KY1216_THE MARK IS STAMPED: LUCIA 1934
KY1216
KY1216 HISTORY - Year Condition Recov. By
KY1216 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY1216 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
KY1216 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
KY1216
KY1216 RECOVERY NOTE
KY1216'COULD NOT LOCATE BRIDGE.
KY1216
KY1216 STATION DESCRIPTION
KY1216
KY1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
KY1216'ABOUT 1.5 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
KY1216'FROM THE CROSSING OF STATE HIGHWAY 619 AT MYERSVILLE, ABOUT 0.2
KY1216'MILE SOUTHEAST OF THE CROSSING OF PRESSLER ROAD, 65 YARDS
KY1216'NORTHWEST OF MILEAGE POLE 31+10, SET IN THE TOP OF THE SOUTHWEST END
KY1216'OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 428 WHICH IS OVER
KY1216'A SMALL STREAM AND UNDER THE RAILROAD, 52 FEET SOUTHWEST OF THE
KY1216'SOUTHWEST RAIL, 1.6 FEET SOUTHEAST OF THE SOUTH CORNER OF A STEEL
KY1216'GIRDER, 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT
KY1216'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE RAIL.
|
|
|
|
|
|
|
|
|
|
|
|
2260489.25
|
484903.5625
|
0101000020960E00005959BFA7043F4141020852D59C981D41
|
true
|
2012-10-09 10:22:00 -0400
|
false
|
40.99277777777777777777
|
-81.44222222222222222222
|
-81.4422222222222
|
40.9927777777776
|
2260489.31052701
|
484903.208320737
|
688998.519845672
|
147798.793493732
|
906
|
906
|
M 178
|
MB1170
|
OH
|
Summit
|
|
|
|
DISK
|
M 178
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE - 2016 DISTURBED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
37.0
|
N
|
81
|
29
|
5.0
|
W
|
SCALED
|
-33.62
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
292.023
|
958.08
|
ADJUST
|
|
|
|
|
|
|
|
980175.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
AT EAST AKRON, ABOUT 0.65 MILE SOUTH ALONG THE BALTIMORE AND
OHIO RAILROAD FROM THE ARLINGTON CONTROL TOWER, ABOUT 0.5 MILE
NORTH ALONG B. AND O. RR FROM OVERPASS OF MARKET STREET AT EAST
AKRON, ABOUT 0.2 MILE SOUTH OF CROSSING OF HAZEL STREET, IN THE
TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A RAILROAD
BRIDGE OVER A CREEK, 6 1/2 FEET WEST OF WEST RAIL OF A SIDE
TRACK, 20 FEET WEST OF WEST RAIL OF MAIN TRACK AND ABOUT 1 FOOT
BELOW LEVEL OF TRACK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED IN GOOD CONDITION. OMIT--THE ARLINGTON CONTROL TOWER,
CHANGE TO--THE CROSSING OF ARLINGTON STREET.
|
2016-06-02 00:00:00 -0400
|
SCE
|
Disturbed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1170 ***********************************************************************
MB1170 DESIGNATION - M 178
MB1170 PID - MB1170
MB1170 STATE/COUNTY- OH/SUMMIT
MB1170
MB1170 HORZ DATUM - NAD 83(1986)
MB1170 VERT DATUM - NAVD 88
MB1170
MB1170 POSITION - 41 04 37. (N) 081 29 05. (W) SCALED
MB1170 83 minus 27 - +00. -01. SCALED
MB1170
MB1170 HEIGHT - 292.023 (meters) 958.08 (feet) ADJUST
MB1170 88 minus 29 -0.196 ADJUSTED
MB1170 ***********************************************************************
MB1170
MB1170 GEOID HEIGHT- -33.62 GEOID90
MB1170 MODELED GRAV- 980,175.4 NAVD88
MB1170
MB1170
MB1170 VERT ORDER - FIRST CLASS 2
MB1170
MB1170
MB1170.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1170.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1170.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1170
MB1170
MB1170
MB1170
MB1170_STATION MARK IS A BENCH MARK DISK
MB1170_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1170_THE MARK IS STAMPED: M 178 1954
MB1170
MB1170 HISTORY - Year Condition Recov. By
MB1170 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1170 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1170
MB1170 STATION DESCRIPTION
MB1170
MB1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1170'AT EAST AKRON, ABOUT 0.65 MILE SOUTH ALONG THE BALTIMORE AND
MB1170'OHIO RAILROAD FROM THE ARLINGTON CONTROL TOWER, ABOUT 0.5 MILE
MB1170'NORTH ALONG B. AND O. RR FROM OVERPASS OF MARKET STREET AT EAST
MB1170'AKRON, ABOUT 0.2 MILE SOUTH OF CROSSING OF HAZEL STREET, IN THE
MB1170'TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT OF A RAILROAD
MB1170'BRIDGE OVER A CREEK, 6 1/2 FEET WEST OF WEST RAIL OF A SIDE
MB1170'TRACK, 20 FEET WEST OF WEST RAIL OF MAIN TRACK AND ABOUT 1 FOOT
MB1170'BELOW LEVEL OF TRACK.
MB1170
MB1170 STATION RECOVERY (1983)
MB1170
MB1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1170'RECOVERED IN GOOD CONDITION. OMIT--THE ARLINGTON CONTROL TOWER,
MB1170'CHANGE TO--THE CROSSING OF ARLINGTON STREET.
|
|
|
|
|
|
|
|
|
|
|
|
2248400.25
|
515426.75
|
0101000020960E000080D8D2966827414130C5066788751F41
|
true
|
2013-06-12 03:38:00 -0400
|
false
|
41.07694444444444444445
|
-81.48472222222222222222
|
-81.4847222222222
|
41.0769444444443
|
2248401.1783095
|
515426.100611764
|
685314.049776835
|
157102.189670826
|
907
|
907
|
M 179
|
KY1740
|
OH
|
Summit
|
|
|
|
DISK
|
M 179
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED SISKIYOU COUNTY CALIFORNIA
HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2000 DESTROYED COSE SURVEY FIELD CREW
HISTORY - 2014 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
56
|
52.0
|
N
|
81
|
36
|
58.0
|
W
|
SCALED
|
-33.4
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
290.949
|
954.55
|
ADJUST
|
|
|
|
|
|
|
|
980172.4
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
2.45 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE CONTROL TOWER AT WARWICK, ABOUT 0.15 MILE NORTHEAST OF MILE POST 25, AT THE CROSSING OF CENTER ROAD (NO. 220), IN THE TOP OF THE SOUTH END OF WEST CONCRETE ABUTMENT OF A STEEL GIRDER BRIDGE OVER TUSCARAWAS RIVER ON CENTER ROAD, 15 FEET SOUTH OF CENTER LINE OF ROAD, 161 YARDS EAST OF CENTER OF CROSSING OF
ROAD AND TRACK AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
NOTE-- FOUND UNSTAMPED AND STAMPED AS STATED ABOVE BY THIS
PARTY IN 1954.
SCE 2000-BRIDGE REPLACED
SCE 2014 DISK FOUND,NO STAMP.
|
2014-05-01 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1740 ***********************************************************************
KY1740 DESIGNATION - M 179
KY1740 PID - KY1740
KY1740 STATE/COUNTY- OH/SUMMIT
KY1740
KY1740 HORZ DATUM - NAD 83(1986)
KY1740 VERT DATUM - NAVD 88
KY1740
KY1740 POSITION - 40 56 52. (N) 081 36 58. (W) SCALED
KY1740 83 minus 27 - +00. -01. SCALED
KY1740
KY1740 HEIGHT - 290.949 (meters) 954.55 (feet) ADJUST
KY1740 88 minus 29 -0.22 ADJ UNCHK
KY1740 ***********************************************************************
KY1740
KY1740 GEOID HEIGHT- -33.40 GEOID90
KY1740 MODELED GRAV- 980,172.4 NAVD88
KY1740
KY1740
KY1740 VERT ORDER - FIRST CLASS 2
KY1740
KY1740
KY1740.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1740.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1740.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1740
KY1740
KY1740
KY1740
KY1740_STATION MARK IS A SURVEY DISK
KY1740_WITH SETTING: SET IN A MASSIVE STRUCTURE
KY1740_THE MARK IS STAMPED: M 179
KY1740
KY1740 HISTORY - Year Condition Recov. By
KY1740 HISTORY - UNK STATION MONUMENTED SISKIYOU COUNTY CALIFORNIA
KY1740 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
KY1740 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY1740
KY1740 STATION DESCRIPTION
KY1740
KY1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
KY1740'2.45 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
KY1740'THE CONTROL TOWER AT WARWICK, ABOUT 0.15 MILE NORTHEAST OF MILE
KY1740'POST 25, AT THE CROSSING OF CENTER ROAD (NO. 220), IN THE TOP
KY1740'OF THE SOUTH END OF WEST CONCRETE ABUTMENT OF A STEEL GIRDER
KY1740'BRIDGE OVER TUSCARAWAS RIVER ON CENTER ROAD, 15 FEET SOUTH OF
KY1740'CENTER LINE OF ROAD, 161 YARDS EAST OF CENTER OF CROSSING OF
KY1740'ROAD AND TRACK AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
KY1740'NOTE-- FOUND UNSTAMPED AND STAMPED AS STATED ABOVE BY THIS
KY1740'PARTY IN 1954.
|
|
|
|
|
|
|
|
|
|
|
|
2212656.75
|
467974.71875
|
0101000020960E00005A51207698E14041F2C955461C901C41
|
true
|
2014-05-02 07:08:00 -0400
|
false
|
40.94777777777777777777
|
-81.61611111111111111111
|
-81.6161111111111
|
40.9477777777776
|
2212656.92286126
|
467975.068686633
|
674419.17892647
|
142639.086213843
|
908
|
908
|
M 301
|
MB1093
|
OH
|
Summit
|
|
USCGS
|
1962-12-31 00:00:00 -0500
|
DISK
|
M 301 1963
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSE-2017 COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
8
|
2.0
|
N
|
81
|
28
|
55.0
|
W
|
SCALED
|
-33.71
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
305.94
|
1003.74
|
ADJUST
|
|
|
|
|
|
|
|
980180.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT CUYAHOGA FALLS, AT THE BROAD STREET BRIDGE OVER THE CUYAHOGA
RIVER, (STATE HIGHWAY 532), SET ON THE TOP OF A NORTH-SOUTH
CONCRETE RETAINING WALL ALONG THE EAST SIDE OF THE CUYAHOGA RIVER,
44 FEET NORTH OF THE CENTER LINE OF BROAD STREET, 14 FEET NORTH
OF THE NORTH CORNER OF THE CONCRETE BRIDGE RAILING,
0.3 FOOT NORTH OF A SHARP DROP IN WALL AND 2 FEET
ABOVE THE LEVEL OF THE STREET.
|
2022-01-13 00:00:00 -0500
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1093 ***********************************************************************
MB1093 DESIGNATION - M 301
MB1093 PID - MB1093
MB1093 STATE/COUNTY- OH/SUMMIT
MB1093
MB1093 HORZ DATUM - NAD 83(1986)
MB1093 VERT DATUM - NAVD 88
MB1093
MB1093 POSITION - 41 08 02. (N) 081 28 55. (W) SCALED
MB1093 83 minus 27 - +00. -01. SCALED
MB1093
MB1093 HEIGHT - 305.940 (meters) 1003.74 (feet) ADJUST
MB1093 88 minus 29 -0.204 ADJUSTED
MB1093 ***********************************************************************
MB1093
MB1093 GEOID HEIGHT- -33.71 GEOID90
MB1093 MODELED GRAV- 980,180.6 NAVD88
MB1093
MB1093
MB1093 VERT ORDER - FIRST CLASS 2
MB1093
MB1093
MB1093.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1093.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1093.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1093
MB1093
MB1093
MB1093
MB1093_STATION MARK IS A BENCH MARK DISK
MB1093_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1093_THE MARK IS STAMPED: M 301 1963
MB1093
MB1093 HISTORY - Year Condition Recov. By
MB1093 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1093 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1093
MB1093 STATION DESCRIPTION
MB1093
MB1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1093'AT CUYAHOGA FALLS, AT THE BROAD STREET BRIDGE OVER THE CUYAHOGA
MB1093'RIVER, (STATE HIGHWAY 532), SET ON THE TOP OF A NORTH-SOUTH
MB1093'CONCRETE RETAINING WALL ALONG THE EAST SIDE OF THE CUYAHOGA RIVER,
MB1093'44 FEET NORTH OF THE CENTER LINE OF BROAD STREET, 14 FEET NORTH
MB1093'OF THE NORTH CORNER OF THE CONCRETE BRIDGE RAILING, 30.5 FEET
MB1093'SOUTH OF THE SOUTHWEST CORNER OF THE FALLS LUMBER COMPANY
MB1093'BUILDING, 0.3 FOOT NORTH OF A SHARP DROP IN WALL AND 2 FEET
MB1093'ABOVE THE LEVEL OF THE STREET.
MB1093
MB1093 STATION RECOVERY (1983)
MB1093
MB1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1093'RECOVERED IN GOOD CONDITION. OMIT--30.5 FT SOUTH OF THE SOUTHWEST
MB1093'CORNER OF THE FALLS LUMBER COMPANY BUILDING, AS THE HIGHWAY 8 OVERPASS
MB1093'IS NOW AT THIS LOCATION.
|
|
|
|
|
|
|
|
|
|
|
|
2248925.75
|
536140.0
|
0101000020960E000023134F636E2841412A8DB9D1E85C2041
|
true
|
2013-11-27 05:21:00 -0500
|
false
|
41.13388888888888888889
|
-81.48194444444444444445
|
-81.4819444444444
|
41.1338888888888
|
2248924.77585067
|
536180.40961877
|
685473.642626569
|
163428.115708017
|
909
|
909
|
M 302
|
MB1195
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
M 302 1964
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
53.0
|
N
|
81
|
27
|
33.0
|
W
|
SCALED
|
-33.68
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
318.468
|
1044.84
|
ADJUST
|
|
|
|
|
|
|
|
980177.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 532 (NORTHWEST
AVENUE) FROM THE NORTHWEST PART OF THE TRAFFIC CIRCLE AT
TALLMADGE, ABOUT 0.15 MILE SOUTHEAST OF THE JUNCTION OF THOMAS
ROAD, SET ON TOP OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE
WING WALL OF A 16 FOOT LONG BRIDGE OVER A STREAM, 13.5 FEET SOUTH
OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET SOUTHEAST OF THE EAST
END OF THE SOUTH CONCRETE BANNISTER OF BRIDGE AND ABOUT LEVEL
WITH THE HIGHWAY.
BRIDGE HAS BEEN REPLACED
|
2012-07-23 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1195 ***********************************************************************
MB1195 DESIGNATION - M 302
MB1195 PID - MB1195
MB1195 STATE/COUNTY- OH/SUMMIT
MB1195
MB1195 HORZ DATUM - NAD 83(1986)
MB1195 VERT DATUM - NAVD 88
MB1195
MB1195 POSITION - 41 06 53. (N) 081 27 33. (W) SCALED
MB1195 83 minus 27 - +00. -01. SCALED
MB1195
MB1195 HEIGHT - 318.468 (meters) 1044.84 (feet) ADJUST
MB1195 88 minus 29 -0.20 ADJ UNCHK
MB1195 ***********************************************************************
MB1195
MB1195 GEOID HEIGHT- -33.68 GEOID90
MB1195 MODELED GRAV- 980,177.1 NAVD88
MB1195
MB1195
MB1195 VERT ORDER - FIRST CLASS 2
MB1195
MB1195
MB1195.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1195.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1195.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1195
MB1195
MB1195
MB1195
MB1195_STATION MARK IS A BENCH MARK DISK
MB1195_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1195_THE MARK IS STAMPED: M 302 1964
MB1195
MB1195 HISTORY - Year Condition Recov. By
MB1195 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1195
MB1195 STATION DESCRIPTION
MB1195
MB1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1195'ABOUT 1.35 MILES NORTHWEST ALONG STATE HIGHWAY 532 (NORTHWEST
MB1195'AVENUE) FROM THE NORTHWEST PART OF THE TRAFFIC CIRCLE AT
MB1195'TALLMADGE, ABOUT 0.15 MILE SOUTHEAST OF THE JUNCTION OF THOMAS
MB1195'ROAD, SET ON TOP OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE
MB1195'WING WALL OF A 16 FOOT LONG BRIDGE OVER A STREAM, 13.5 FEET SOUTH
MB1195'OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET SOUTHEAST OF THE EAST
MB1195'END OF THE SOUTH CONCRETE BANNISTER OF BRIDGE AND ABOUT LEVEL
MB1195'WITH THE HIGHWAY.
|
|
|
|
|
|
|
|
|
|
|
|
2255281.75
|
529272.25
|
0101000020960E0000167E37FED834414164C778BEEF262041
|
true
|
2012-07-24 07:19:00 -0400
|
false
|
41.11472222222222222222
|
-81.45916666666666666667
|
-81.4591666666667
|
41.1147222222221
|
2255281.9860685
|
529271.87201522
|
687411.324176326
|
161322.389235002
|
910
|
910
|
M 303
|
MB1223
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2014 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
1
|
39.0
|
N
|
81
|
27
|
42.0
|
W
|
SCALED
|
-33.55
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
335.05
|
1099.24
|
ADJUST
|
|
|
|
|
|
|
|
980168.6
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1964
AT AKRON, AT THE INTERSECTION OF STATE HIGHWAY 241 AND U.S.
HIGHWAY 224, (STATE HIGHWAY 224 IS GEORGE WASHINGTON BLVD), 156
FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION,
38.5 FEET EAST OF THE EAST CURB OF THE NORTH BOUND LANE OF STATE
HIGHWAY 241, 11 FEET NORTH OF THE NORTH CURB OF THE WEST BOUND
LANE OF U.S. HIGHWAY 224, 2 1/2 FEET WEST OF POWER LINE POLE
43183, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAYS AND SET IN THE
TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
THE GROUND.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
THE INTERSECTION HAS BEEN CHANGED AND THE MARK HAS BEEN RESET. THE
MARK HAS BEEN SUNK ABOUT 3 TO 4 FEET BELOW THE GROUND. THE TOP OF THE
MARK COULD NOT BE FOUND HOWEVER AS IT WAS COVERED BY AA THICK LAAYER
OF MUD AND DEBRIS.
|
2014-04-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1223 ***********************************************************************
MB1223 DESIGNATION - M 303
MB1223 PID - MB1223
MB1223 STATE/COUNTY- OH/SUMMIT
MB1223
MB1223 HORZ DATUM - NAD 83(1986)
MB1223 VERT DATUM - NAVD 88
MB1223
MB1223 POSITION - 41 01 39. (N) 081 27 42. (W) SCALED
MB1223 83 minus 27 - +00. -01. SCALED
MB1223
MB1223 HEIGHT - 335.050 (meters) 1099.24 (feet) ADJUST
MB1223 88 minus 29 -0.19 ADJ UNCHK
MB1223 ***********************************************************************
MB1223
MB1223 GEOID HEIGHT- -33.55 GEOID90
MB1223 MODELED GRAV- 980,168.6 NAVD88
MB1223
MB1223
MB1223 VERT ORDER - FIRST CLASS 2
MB1223
MB1223
MB1223.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1223.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1223.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1223
MB1223
MB1223
MB1223
MB1223_STATION MARK IS A BENCH MARK DISK
MB1223_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1223_THE MARK IS STAMPED: M 303 1964
MB1223
MB1223 HISTORY - Year Condition Recov. By
MB1223 HISTORY - 1964 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1223 HISTORY - 1980 GOOD NATIONAL GEODETIC SURVEY
MB1223
MB1223 STATION DESCRIPTION
MB1223
MB1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
MB1223'AT AKRON, AT THE INTERSECTION OF STATE HIGHWAY 241 AND U.S.
MB1223'HIGHWAY 224, (STATE HIGHWAY 224 IS GEORGE WASHINGTON BLVD), 156
MB1223'FEET NORTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION,
MB1223'38.5 FEET EAST OF THE EAST CURB OF THE NORTH BOUND LANE OF STATE
MB1223'HIGHWAY 241, 11 FEET NORTH OF THE NORTH CURB OF THE WEST BOUND
MB1223'LANE OF U.S. HIGHWAY 224, 2 1/2 FEET WEST OF POWER LINE POLE
MB1223'43183, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAYS AND SET IN THE
MB1223'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF
MB1223'THE GROUND.
MB1223
MB1223 STATION RECOVERY (1980)
MB1223
MB1223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
MB1223'THE INTERSECTION HAS BEEN CHANGED AND THE MARK HAS BEEN RESET. THE
MB1223'MARK HAS BEEN SUNK ABOUT 3 TO 4 FEET BELOW THE GROUND. THE TOP OF THE
MB1223'MARK COULD NOT BE FOUND HOWEVER AS IT WAS COVERED BY AA THICK LAAYER
MB1223'OF MUD AND DEBRIS.
|
|
|
|
|
|
|
|
|
|
|
|
2254970.5
|
497488.125
|
0101000020960E0000741787C13D344141910B095C405D1E41
|
true
|
2014-04-17 10:16:00 -0400
|
false
|
41.0275
|
-81.46166666666666666667
|
-81.4616666666667
|
41.0274999999998
|
2254971.51193517
|
497488.089878255
|
687316.691471222
|
151634.673064218
|
911
|
911
|
M 337
|
MB1819
|
OH
|
Summit
|
|
NGS
|
1982-12-31 19:00:00 -0500
|
FLANGE-ENCASED ROD
|
M 337 1983
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 2002 POOR-ROD BENT COSE
|
NAD 83(1986)
|
|
false
|
41
|
15
|
17.0
|
N
|
81
|
26
|
27.0
|
W
|
SCALED
|
-33.91
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
325.495
|
1067.89
|
ADJUST
|
|
|
|
|
|
|
|
980182.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
1.7 KM (1.05 MI) NORTH ALONG STATE HIGHWAY 91 FROM THE INTERSECTION OF
STATE HIGHWAY 303 IN HUDSON TO THE MARK ON THE LEFT, NEAR THE NORTH
END OF THE WEST WALKWAY OF THE HIGHWAY BRIDGE OVER HIGHWAY I-80,
10.51 METERS (34.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
5.09 METERS (16.7 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE WEST
CONCRETE WALK OF THE BRIDGE, 1.67 METERS (5.5 FT) EAST OF A WIRE
FENCE, 1.37 METERS (4.5 FT) NORTH OF THE NORTHWEST CORNER OF A
CONCRETE STORM DRAIN.
THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 9.6 METER
THE STATION IS LEVEL WITH THE HEIGHT OF HIGHWAY .
THE STATION IS 1.37 METERS N FROM A WITNESS POST.
|
2002-08-08 20:00:00 -0400
|
SCE
|
Disturbed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1819 ***********************************************************************
MB1819 DESIGNATION - M 337
MB1819 PID - MB1819
MB1819 STATE/COUNTY- OH/SUMMIT
MB1819
MB1819 HORZ DATUM - NAD 83(1986)
MB1819 VERT DATUM - NAVD 88
MB1819
MB1819 POSITION - 41 15 17. (N) 081 26 27. (W) SCALED
MB1819 83 minus 27 - +00. -01. SCALED
MB1819
MB1819 HEIGHT - 325.495 (meters) 1067.89 (feet) ADJUST
MB1819 88 minus 29 -0.208 ADJUSTED
MB1819 ***********************************************************************
MB1819
MB1819 GEOID HEIGHT- -33.91 GEOID90
MB1819 MODELED GRAV- 980,182.0 NAVD88
MB1819
MB1819
MB1819 VERT ORDER - FIRST CLASS 2
MB1819
MB1819
MB1819.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1819.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1819.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1819
MB1819
MB1819
MB1819
MB1819_STATION MARK IS A FLANGE-ENCASED ROD
MB1819_WITH SETTING: STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
MB1819_THE MONUMENT IS LEVEL WITH THE HEIGHT OF HIGHWAY
MB1819_THE MARK IS STAMPED: M 337 1983
MB1819
MB1819 HISTORY - Year Condition Recov. By
MB1819 HISTORY - 1983 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB1819
MB1819 STATION DESCRIPTION
MB1819
MB1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1819'1.7 KM (1.05 MI) NORTH ALONG STATE HIGHWAY 91 FROM THE INTERSECTION OF
MB1819'STATE HIGHWAY 303 IN HUDSON TO THE MARK ON THE LEFT, NEAR THE NORTH
MB1819'END OF THE WEST WALKWAY OF THE HIGHWAY BRIDGE OVER HIGHWAY I-80,
MB1819'10.51 METERS (34.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
MB1819'5.09 METERS (16.7 FT) NORTHWEST OF THE NORTHEAST CORNER OF THE WEST
MB1819'CONCRETE WALK OF THE BRIDGE, 1.67 METERS (5.5 FT) EAST OF A WIRE
MB1819'FENCE, 1.37 METERS (4.5 FT) NORTH OF THE NORTHWEST CORNER OF A
MB1819'CONCRETE STORM DRAIN.
MB1819'THE ROD IS FLUSH WITH GROUND LEVEL AND DRIVEN TO A DEPTH OF 9.6 METER
MB1819'THE STATION IS LEVEL WITH THE HEIGHT OF HIGHWAY .
MB1819'THE STATION IS 1.37 METERS N FROM A WITNESS POST
|
|
|
|
|
|
|
|
|
|
|
|
2259780.0
|
580450.0
|
0101000020960E000041F84FDA803D41416518ABFBE0B52141
|
true
|
2005-03-21 10:47:00 -0500
|
false
|
41.25472222222222222222
|
-81.44083333333333333333
|
-81.4408333333333
|
41.2547222222221
|
2259713.70556548
|
580336.491539728
|
688762.114980589
|
176886.916395126
|
914
|
914
|
MAPLE C OF A
|
MB1361
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIOHISTORY - 1963 CITY OF AKRON OHIOHISTORY - 2013 DESTROYED SCE SURVEY CREW 2015 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
2.11174
|
N
|
81
|
34
|
10.06453
|
W
|
ADJUSTED
|
-33.62
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
157797.33
|
678185.332
|
0.99993918
|
+
|
0
|
36
|
40.7
|
|
MT
|
|
|
|
|
302.115
|
991.19
|
ADJUST
|
|
-0.45
|
DEFLEC90
|
|
|
|
|
980177.1
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
THE STATION IS ABOUT 2-3/4 MILES WEST OF DOWNTOWN AKRON AND UNDER THE
TRAFFIC LIGHT IN THE
CENTER OF THE INTERSECTION OF SOUTH HAWKINS AVENUE AND COPLEY ROAD.
THE MARK IS A CITY OF AKRON DISK
STAMPED MAPLE SET IN THE TOP OF AN 6 INCH SQUARE CONCRETE
MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT
SQUARE OF CONCRETE AND COVERED WITH A 9
INCH IRON COVER.
RECOVERY NOTE 2013 SCE- INTERSECTION HAS BEEN IMPROVED. THE MONUMENT BOX WAS NOT VISIBLE AND UNABLE TO FIND WITH METAL DETECTOR.
|
2013-11-13 00:00:00 -0500
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1361 ***********************************************************************
MB1361 DESIGNATION - MAPLE C OF A
MB1361 PID - MB1361
MB1361 STATE/COUNTY- OH/SUMMIT
MB1361
MB1361 HORZ DATUM - NAD 83(1986)
MB1361 VERT DATUM - NAVD 88
MB1361
MB1361 POSITION - 41 05 02.11174(N) 081 34 10.06453(W) ADJUSTED
MB1361 83 minus 27 - +00.19535 -00.56460 ADJUSTED
MB1361
MB1361 HEIGHT - 302.115 (meters) 991.19 (feet) ADJUST
MB1361 88 minus 29 -0.20 ADJ UNCHK
MB1361 ***********************************************************************
MB1361
MB1361 LAPLACE CORR- -0.45 DEFLEC90
MB1361 GEOID HEIGHT- -33.62 GEOID90
MB1361 MODELED GRAV- 980,177.1 NAVD88
MB1361
MB1361
MB1361 HORZ ORDER - FIRST
MB1361 VERT ORDER - FIRST CLASS 2
MB1361
MB1361
MB1361.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB1361.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB1361.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1361.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1361
MB1361; North East Scale Converg.
MB1361;SPC OH N - 157,797.330 678,185.332 0.99993918 +0 36 40.7 MT
MB1361;UTM 17 - 4,548,229.249 452,168.030 0.99962816 -0 22 27.3 MT
MB1361
MB1361: Primary Azimuth Mark Grid Az
MB1361:SPC OH N - LARUE C OF A 179 52 32.8
MB1361:UTM 17 - LARUE C OF A 180 51 40.8
MB1361
MB1361|---------------------------------------------------------------------|
MB1361| Pid Reference Object Distance Geod. AZ |
MB1361| dddmmss.ss|
MB1361| MB1360 LARUE C OF A APPROX. 0.8 KM 1802913.5 |
MB1361|---------------------------------------------------------------------|
MB1361
MB1361_STATION MARK IS A SURVEY DISK
MB1361_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1361_THE MARK IS STAMPED: MAPLE
MB1361
MB1361 HISTORY - Year Condition Recov. By
MB1361 HISTORY - UNK STATION MONUMENTED CITY OF AKRON OHIO
MB1361 HISTORY - 1963 CITY OF AKRON OHIO
MB1361
MB1361 STATION DESCRIPTION
MB1361
MB1361'DESCRIBED BY CITY OF AKRON OHIO 1963 (VBM)
MB1361'THE STATION IS ABOUT 2-3/4 MILES WEST OF DOWNTOWN AKRON AND UNDER THE
MB1361'TRAFFIC LIGHT IN THE
MB1361'CENTER OF THE INTERSECTION OF SOUTH HAWKINS AVENUE AND COPLEY ROAD.
MB1361'THE MARK IS A CITY OF AKRON DISK
MB1361'STAMPED MAPLE SET IN THE TOP OF AN 6 INCH SQUARE CONCRETE
MB1361'MONUMENT 4 INCHES BELOW THE SURFACE OF A 3 FOOT
MB1361'SQUARE OF CONCRETE AND COVERED WITH A 9
MB1361'INCH IRON COVER.
MB1361'
|
|
|
|
|
|
|
|
|
|
|
|
2225012.25
|
517706.59375
|
0101000020960E0000BB0F5D85BAF94041784469F52A991F41
|
true
|
2013-11-14 09:48:00 -0500
|
false
|
41.08391992777777777777
|
-81.56946236944444444445
|
-81.5694623694444
|
41.0839199277776
|
2225013.04190251
|
517706.739659376
|
678185.331542548
|
157797.329842823
|
915
|
915
|
MARG
|
MB1101
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2012 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
13.0
|
N
|
81
|
29
|
19.0
|
W
|
SCALED
|
-33.64
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
294.305
|
965.57
|
ADJUST
|
|
|
|
|
|
|
|
980176.7
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
AT EAST AKRON JUNCTION, ABOUT 0.15 MILE NORTH-NORTHEAST ALONG
THE PENNSYLVANIA RAILROAD FROM ARLINGTON CONTROL TOWER AND
CROSSING OF NORTH ARLINGTON STREET, AT A STONE RAILROAD OVERPASS
OVER A NARROW DIRT ROAD, IN THE TOP OF THE EAST END OF NORTH
BRIDGE SEAT, 8 1/2 FEET EAST OF EAST RAIL OF MAIN TRACK AND ABOUT
3 FEET BELOW LEVEL OF TRACKS.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED IN GOOD CONDITION. OMIT REFERENCE TO ARLINGTON CONTROL
TOWER, CHANGE TO 0.25 KM (0.15 MI) NORTH-NORTHEAST ALONG CONRAIL
RAILROAD FROM THE CROSSING OF ARLINGTON STREET.
|
2012-04-25 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1101 ***********************************************************************
MB1101 DESIGNATION - MARG
MB1101 PID - MB1101
MB1101 STATE/COUNTY- OH/SUMMIT
MB1101
MB1101 HORZ DATUM - NAD 83(1986)
MB1101 VERT DATUM - NAVD 88
MB1101
MB1101 POSITION - 41 05 13. (N) 081 29 19. (W) SCALED
MB1101 83 minus 27 - +00. -01. SCALED
MB1101
MB1101 HEIGHT - 294.305 (meters) 965.57 (feet) ADJUST
MB1101 88 minus 29 -0.197 ADJUSTED
MB1101 ***********************************************************************
MB1101
MB1101 GEOID HEIGHT- -33.64 GEOID90
MB1101 MODELED GRAV- 980,176.7 NAVD88
MB1101
MB1101
MB1101 VERT ORDER - FIRST CLASS 2
MB1101
MB1101
MB1101.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1101.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1101.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1101
MB1101
MB1101
MB1101
MB1101_STATION MARK IS A BENCH MARK DISK
MB1101_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1101_THE MARK IS STAMPED: MARG 1934
MB1101
MB1101 HISTORY - Year Condition Recov. By
MB1101 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1101 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
MB1101 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1101
MB1101 STATION DESCRIPTION
MB1101
MB1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
MB1101'AT EAST AKRON JUNCTION, ABOUT 0.15 MILE NORTH-NORTHEAST ALONG
MB1101'THE PENNSYLVANIA RAILROAD FROM ARLINGTON CONTROL TOWER AND
MB1101'CROSSING OF NORTH ARLINGTON STREET, AT A STONE RAILROAD OVERPASS
MB1101'OVER A NARROW DIRT ROAD, IN THE TOP OF THE EAST END OF NORTH
MB1101'BRIDGE SEAT, 8 1/2 FEET EAST OF EAST RAIL OF MAIN TRACK AND ABOUT
MB1101'3 FEET BELOW LEVEL OF TRACKS.
MB1101
MB1101 STATION RECOVERY (1983)
MB1101
MB1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1101'RECOVERED IN GOOD CONDITION. OMIT REFERENCE TO ARLINGTON CONTROL
MB1101'TOWER, CHANGE TO 0.25 KM (0.15 MI) NORTH-NORTHEAST ALONG CONRAIL
MB1101'RAILROAD FROM THE CROSSING OF ARLINGTON STREET.
|
|
|
|
|
|
|
|
|
|
|
|
2247287.25
|
519056.78125
|
0101000020960E000096D8216D3B2541411C0D21E442AE1F41
|
true
|
2012-04-26 10:07:00 -0400
|
false
|
41.08694444444444444444
|
-81.48861111111111111111
|
-81.4886111111111
|
41.0869444444443
|
2247286.8525954
|
519056.72278233
|
684974.402619883
|
158208.805521648
|
916
|
916
|
N 178
|
MB1103
|
OH
|
Summit
|
|
|
|
DISK
|
N 178
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
5
|
2.0
|
N
|
81
|
29
|
46.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
298.666
|
979.87
|
ADJUST
|
|
|
|
|
|
|
|
980177.0
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
ABOUT 1.4 MILES NORTHEAST AND EAST ALONG THE PENNSYLVANIA RAILROAD
FROM THE UNION STATION, ABOUT 0.3 MILE NORTHWEST OF ARLINGTON RAILROAD
CONTROL TOWER AT EAST AKRON JUNCTION, ABOUT 0.25 MILE NORTHWEST
OF CROSSING OF SOUTH ARLINGTON STREET, AT THE OVERPASS OF THE
ERIE RAILROAD AND THE PENNSYLVANIA RAILROAD OVER FORGE STREET,
SET VERTICALLY IN THE NORTHEAST FACE OF NORTHEAST END OF NORTHWEST
CONCRETE ABUTMENT OF ERIE RAILROAD OVERPASS NO. 12 OVER STREET,
9 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST TRACK OF P.R.R.,
ABOUT 7 FEET BELOW LEVEL OF ERIE TRACK, ABOUT 4 FEET BELOW TOP
OF ERIE OVERPASS ABUTMENT, ABOUT 1 1/2 FEET ABOVE LEVEL OF
P.R.R. TRACKS. NOTE-- THE ERIE RAILROAD IS NOW THE ERIE-LACKAWANNA
RAILROAD.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
|
2019-01-07 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1103 ***********************************************************************
MB1103 DESIGNATION - N 178
MB1103 PID - MB1103
MB1103 STATE/COUNTY- OH/SUMMIT
MB1103
MB1103 HORZ DATUM - NAD 83(1986)
MB1103 VERT DATUM - NAVD 88
MB1103
MB1103 POSITION - 41 05 02. (N) 081 29 46. (W) SCALED
MB1103 83 minus 27 - +00. -01. SCALED
MB1103
MB1103 HEIGHT - 298.666 (meters) 979.87 (feet) ADJUST
MB1103 88 minus 29 -0.20 ADJ UNCHK
MB1103 ***********************************************************************
MB1103
MB1103 GEOID HEIGHT- -33.63 GEOID90
MB1103 MODELED GRAV- 980,177.0 NAVD88
MB1103
MB1103
MB1103 VERT ORDER - FIRST CLASS 2
MB1103
MB1103
MB1103.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1103.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1103.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1103
MB1103
MB1103
MB1103
MB1103_STATION MARK IS A BENCH MARK DISK
MB1103_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1103_THE MARK IS STAMPED: N 178 1954
MB1103
MB1103 HISTORY - Year Condition Recov. By
MB1103 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1103 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1103
MB1103 STATION DESCRIPTION
MB1103
MB1103'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
MB1103'ABOUT 1.4 MILES NORTHEAST AND EAST ALONG THE PENNSYLVANIA RAILROAD
MB1103'FROM THE UNION STATION, ABOUT 0.3 MILE NORTHWEST OF ARLINGTON RAILROAD
MB1103'CONTROL TOWER AT EAST AKRON JUNCTION, ABOUT 0.25 MILE NORTHWEST
MB1103'OF CROSSING OF SOUTH ARLINGTON STREET, AT THE OVERPASS OF THE
MB1103'ERIE RAILROAD AND THE PENNSYLVANIA RAILROAD OVER FORGE STREET,
MB1103'SET VERTICALLY IN THE NORTHEAST FACE OF NORTHEAST END OF NORTHWEST
MB1103'CONCRETE ABUTMENT OF ERIE RAILROAD OVERPASS NO. 12 OVER STREET,
MB1103'9 FEET SOUTHWEST OF SOUTHWEST RAIL OF SOUTHWEST TRACK OF P.R.R.,
MB1103'ABOUT 7 FEET BELOW LEVEL OF ERIE TRACK, ABOUT 4 FEET BELOW TOP
MB1103'OF ERIE OVERPASS ABUTMENT, ABOUT 1 1/2 FEET ABOVE LEVEL OF
MB1103'P.R.R. TRACKS. NOTE-- THE ERIE RAILROAD IS NOW THE ERIE-LACKAWANNA
MB1103'RAILROAD.
MB1103
MB1103 STATION RECOVERY (1983)
MB1103
MB1103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1103'RECOVERED AS DESCRIBED.
|
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2245233.0
|
517919.71875
|
0101000020960E0000AD04623338214141F760D3B07E9C1F41
|
true
|
2013-07-29 07:00:00 -0400
|
false
|
41.08388888888888888889
|
-81.49611111111111111111
|
-81.4961111111111
|
41.0838888888887
|
2245232.40142878
|
517919.672681346
|
684348.204651902
|
157862.23195772
|
917
|
917
|
N 179
|
KY1741
|
OH
|
Summit
|
|
USCGS
|
1953-12-31 19:00:00 -0500
|
DISK
|
N 179 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2004 NOT RECOVERED COSE
HISTORY - 2013 NOT RECOVERED COSE
|
NAD 83(1986)
|
|
false
|
40
|
56
|
10.0
|
N
|
81
|
37
|
37.0
|
W
|
SCALED
|
-33.38
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
291.261
|
955.58
|
ADJUST
|
|
|
|
|
|
|
|
980172.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1954
1.45 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
THE CONTROL TOWER AT WARWICK, ABOUT 0.15 MILE NORTH OF MILE POST
26, ABOUT 0.9 MILE NORTH OF CROSSING OF U.S. HIGHWAY 21 AT
CLINTON, 26 1/2 FEET EAST OF EAST RAIL OF EAST TRACK, 332 FEET
NORTH OF CENTER LINE OF A FARM ROAD LEADING TO A HOUSE ON EAST
SIDE OF TRACKS, 19 FEET NORTH OF TELEPHONE POLE NO. C 589 / 27/M
(25/43), AND IN LINE WITH ROW OF POLES, 2 FEET NORTHWEST OF A
WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND
SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
NOT RECOVERED 8/2004 COSE
|
2013-08-22 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1741 ***********************************************************************
KY1741 DESIGNATION - N 179
KY1741 PID - KY1741
KY1741 STATE/COUNTY- OH/SUMMIT
KY1741
KY1741 HORZ DATUM - NAD 83(1986)
KY1741 VERT DATUM - NAVD 88
KY1741
KY1741 POSITION - 40 56 10. (N) 081 37 37. (W) SCALED
KY1741 83 minus 27 - +00. -01. SCALED
KY1741
KY1741 HEIGHT - 291.261 (meters) 955.58 (feet) ADJUST
KY1741 88 minus 29 -0.22 ADJ UNCHK
KY1741 ***********************************************************************
KY1741
KY1741 GEOID HEIGHT- -33.38 GEOID90
KY1741 MODELED GRAV- 980,172.3 NAVD88
KY1741
KY1741
KY1741 VERT ORDER - FIRST CLASS 2
KY1741
KY1741
KY1741.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1741.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1741.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1741
KY1741
KY1741
KY1741
KY1741_STATION MARK IS A BENCH MARK DISK
KY1741_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY1741_THE MARK IS STAMPED: N 179 1954
KY1741
KY1741 HISTORY - Year Condition Recov. By
KY1741 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY1741
KY1741 STATION DESCRIPTION
KY1741
KY1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
KY1741'1.45 MILES NORTH ALONG THE BALTIMORE AND OHIO RAILROAD FROM
KY1741'THE CONTROL TOWER AT WARWICK, ABOUT 0.15 MILE NORTH OF MILE POST
KY1741'26, ABOUT 0.9 MILE NORTH OF CROSSING OF U.S. HIGHWAY 21 AT
KY1741'CLINTON, 26 1/2 FEET EAST OF EAST RAIL OF EAST TRACK, 332 FEET
KY1741'NORTH OF CENTER LINE OF A FARM ROAD LEADING TO A HOUSE ON EAST
KY1741'SIDE OF TRACKS, 19 FEET NORTH OF TELEPHONE POLE NO. C 589 / 27/M
KY1741'(25/43), AND IN LINE WITH ROW OF POLES, 2 FEET NORTHWEST OF A
KY1741'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND
KY1741'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
|
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|
|
|
2209706.75
|
463694.8125
|
0101000020960E000096C1C089D5DB404171D617C13A4D1C41
|
true
|
2013-08-23 03:15:00 -0400
|
false
|
40.93611111111111111111
|
-81.62694444444444444445
|
-81.6269444444444
|
40.936111111111
|
2209707.07619495
|
463694.688567496
|
673520.063864349
|
141334.423744205
|
918
|
918
|
N 301
|
MB1383
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2012 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
5.0
|
N
|
81
|
33
|
37.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
319.879
|
1049.47
|
ADJUST
|
|
|
|
|
|
|
|
980177.3
|
NAVD88
|
NAVD 88
|
FIRST
|
2
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1963
AT AKRON, ALONG THE NORTH SIDE OF COPLEY ROAD, SET VERTICALLY
IN THE SOUTH BRICK FACE AND AT THE SOUTHWEST CORNER OF THE
JOHN BUCHTEL HIGH SCHOOL, 1.0 FOOT EAST OF THE SOUTHWEST CORNER
OF BUILDING AND IS 2 1/2 FEET ABOVE THE GROUND.
BUCHTEL HIGH SCHOOL HAS BEEN REPLACED WITH A NEW BUILDING.
|
2015-12-14 00:00:00 -0500
|
SCE
|
Unable to Locate
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1383 ***********************************************************************
MB1383 DESIGNATION - N 301
MB1383 PID - MB1383
MB1383 STATE/COUNTY- OH/SUMMIT
MB1383
MB1383 HORZ DATUM - NAD 83(1986)
MB1383 VERT DATUM - NAVD 88
MB1383
MB1383 POSITION - 41 05 05. (N) 081 33 37. (W) SCALED
MB1383 83 minus 27 - +00. -01. SCALED
MB1383
MB1383 HEIGHT - 319.879 (meters) 1049.47 (feet) ADJUST
MB1383 88 minus 29 -0.20 ADJ UNCHK
MB1383 ***********************************************************************
MB1383
MB1383 GEOID HEIGHT- -33.63 GEOID90
MB1383 MODELED GRAV- 980,177.3 NAVD88
MB1383
MB1383
MB1383 VERT ORDER - FIRST CLASS 2
MB1383
MB1383
MB1383.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1383.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1383.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1383
MB1383
MB1383
MB1383
MB1383_STATION MARK IS A BENCH MARK DISK
MB1383_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1383_THE MARK IS STAMPED: N 301 1963
MB1383
MB1383 HISTORY - Year Condition Recov. By
MB1383 HISTORY - 1963 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1383
MB1383 STATION DESCRIPTION
MB1383
MB1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
MB1383'AT AKRON, ALONG THE NORTH SIDE OF COPLEY ROAD, SET VERTICALLY
MB1383'IN THE SOUTH BRICK FACE AND AT THE SOUTHWEST CORNER OF THE
MB1383'JOHN BUCHTEL HIGH SCHOOL, 1.0 FOOT EAST OF THE SOUTHWEST CORNER
MB1383'OF BUILDING AND IS 2 1/2 FEET ABOVE THE GROUND.
|
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|
|
|
|
|
|
2227541.0
|
518025.59375
|
0101000020960E000000DD9BD0AAFE40413E287EAF289E1F41
|
true
|
2012-05-17 03:46:00 -0400
|
false
|
41.08472222222222222222
|
-81.56027777777777777778
|
-81.5602777777778
|
41.0847222222221
|
2227541.62975657
|
518026.171379689
|
678956.046661895
|
157894.692825898
|
305
|
305
|
TW 115
|
MB3090
|
OH
|
Summit
|
TWINSBURG
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 115
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
25.6271
|
N
|
81
|
25
|
8.5437
|
W
|
ADJUSTED
|
-34.03
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992.
|
OH N
|
186429.209
|
690470.394
|
0.99995044
|
+
|
0
|
42
|
36.5
|
|
MT
|
|
|
|
|
319.313
|
1047.613
|
ADJUST
|
|
1.48
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
Second
|
|
Differential leveling
|
SCE
|
1996-11-30 00:00:00 -0500
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.3 MILES
NORTHEAST OF THE VILLAGE OF TWINSBURG.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14, U.S.
HIGHWAY 480 AND STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 1.8
MILES TO ITS INTERSECTION WITH POST ROAD. TURN RIGHT AND PROCEED EAST
ALONG POST ROAD 1.15 MILES TO ITS INTERSECTION WITH LIBERTY ROAD. TURN
LEFT AND PROCEED NORTH ALONG LIBERTY ROAD 0.5 MILES TO THE STATION ON
THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE SET FLUSH WITH THE GROUND AND STAMPED TW-115. THE STATION IS
26.0 FEET WEST FROM THE CENTERLINE OF LIBERTY ROAD, 48.0 FEET
SOUTHEAST FROM MID CONTINENT SYSTEM POLE NUMBER 3111-062, AND 3.0 FEET
EAST FROM A METAL WITNESS POST, 438 FEET SOUTH OF CL GLENWOOD DR.
THE STATION IS 796.23 METERS FROM STATION TW-116.
GOOD FOR GPS.
|
2021-11-05 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3090 ***********************************************************************
MB3090 DESIGNATION - TW 115
MB3090 PID - MB3090
MB3090 STATE/COUNTY- OH/SUMMIT
MB3090
MB3090 HORZ DATUM - NAD 83(1986)
MB3090 VERT DATUM - NAVD 88
MB3090
MB3090 POSITION - 41 20 25.62710(N) 081 25 08.54370(W) ADJUSTED
MB3090 83 minus 27 - +00.19726 -00.59540 NADCON
MB3090
MB3090 HEIGHT - 319.5 (meters) 1047.613 (feet) ADJUSTED
MB3090 ***********************************************************************
MB3090
MB3090 LAPLACE CORR- 1.48 DEFLEC90
MB3090 GEOID HEIGHT- -34.03 GEOID90
MB3090
MB3090
MB3090 HORZ ORDER - FIRST
MB3090
MB3090
MB3090.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3090.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3090.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3090.COSE 1992.
MB3090
MB3090; North East Scale Converg.
MB3090;SPC OH N - 186,429.209 690,470.394 0.99995044 +0 42 36.5 MT
MB3090;UTM 17 - 4,576,636.267 464,940.024 0.99961513 -0 16 36.5 MT
MB3090
MB3090: Primary Azimuth Mark Grid Az
MB3090:SPC OH N - TW 116 178 41 27.3
MB3090:UTM 17 - TW 116 179 40 40.3
MB3090
MB3090|---------------------------------------------------------------------|
MB3090| Pid Reference Object Distance Geod. AZ |
MB3090| dddmmss.ss|
MB3090| MB3091 TW 116 APPROX. 0.8 KM 1792403.8 |
MB3090|---------------------------------------------------------------------|
MB3090
MB3090_STATION MARK IS A SURVEY DISK
MB3090_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3090_THE MARK IS STAMPED: TW-115
MB3090
MB3090 HISTORY - Year Condition Recov. By
MB3090 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3090 HISTORY - 1992 GOOD COSE
MB3090 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3090
MB3090 STATION DESCRIPTION
MB3090
MB3090'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3090'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.3 MILES
MB3090'NORTHEAST OF THE VILLAGE OF TWINSBURG.
MB3090'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14, U.S.
MB3090'HIGHWAY 480 AND STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 1.8
MB3090'MILES TO ITS INTERSECTION WITH POST ROAD. TURN RIGHT AND PROCEED EAST
MB3090'ALONG POST ROAD 1.15 MILES TO ITS INTERSECTION WITH LIBERTY ROAD. TURN
MB3090'LEFT AND PROCEED NORTH ALONG LIBERTY ROAD 0.5 MILES TO THE STATION ON
MB3090'THE LEFT.
MB3090'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3090'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED TW-115. THE STATION IS
MB3090'26.0 FEET WEST FROM THE CENTERLINE OF LIBERTY ROAD, 48.0 FEET
MB3090'SOUTHEAST FROM MID CONTINENT SYSTEM POLE NUMBER 3111-062, AND 3.0 FEET
MB3090'EAST FROM A METAL WITNESS POST. THE STATION IS 796.23 METERS FROM
MB3090'STATION TW-116.
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2265319.25
|
611642.5625
|
0101000020960E00004A5583247348414117FDBF5276AA2241
|
true
|
2011-01-14 09:00:00 -0500
|
false
|
41.34045197222222222222
|
-81.41903991666666666667
|
-81.4190399166667
|
41.3404519722221
|
2265318.28525797
|
611643.161621007
|
690470.394287418
|
186429.208520484
|
4
|
4
|
1037 OHHD
|
MB1167
|
OH
|
Summit
|
|
ODOT
|
|
CHISELED CROSS
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED OH HIGHWAY DEPT
HISTORY - 1964 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
HISTORY - 2013 UNABLE TO LOCATED SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
36.0
|
N
|
81
|
27
|
58.0
|
W
|
SCALED
|
-33.64
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
316.097
|
1037.06
|
ADJUST
|
|
|
|
|
|
|
|
980175.7
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
1.5 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT EAST
AKRON JUNCTION, SUMMIT COUNTY, 17 YARDS SOUTHWEST OF MILEPOST S
199, 14 YARDS EAST OF THE INTERSECTION OF THE CENTERLINE OF A
HIGHWAY WITH THE SOUTH RAIL OF THE TRACK, ON THE NORTHWEST CORNER
OF THE CONCRETE BASE OF SIGNAL 611+2, 6 FEET SOUTH OF THE SOUTH
RAIL OF THE SOUTH TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
NOTE-- THE ERIE RAILROAD IS NOW THE ERIE-LACKAWANNA RAILROAD.
NOTE-- THE CONCRETE BASE IS CHIPPED AND THE CHISELED CROSS COULD
NOT BE IDENTIFIED.
|
2013-09-23 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1167 ***********************************************************************
MB1167 DESIGNATION - 1037 OHHD
MB1167 PID - MB1167
MB1167 STATE/COUNTY- OH/SUMMIT
MB1167
MB1167 HORZ DATUM - NAD 83(1986)
MB1167 VERT DATUM - NAVD 88
MB1167
MB1167 POSITION - 41 05 36. (N) 081 27 58. (W) SCALED
MB1167 83 minus 27 - +00. -01. SCALED
MB1167
MB1167 HEIGHT - 316.097 (meters) 1037.06 (feet) ADJUST
MB1167 88 minus 29 -0.19 SCALED
MB1167 ***********************************************************************
MB1167
MB1167 GEOID HEIGHT- -33.64 GEOID90
MB1167 MODELED GRAV- 980,175.7 NAVD88
MB1167
MB1167
MB1167 VERT ORDER - SECOND CLASS 0
MB1167
MB1167
MB1167.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1167.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1167.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1167
MB1167
MB1167
MB1167
MB1167_STATION MARK IS A CHISELED CROSS
MB1167_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1167
MB1167 HISTORY - Year Condition Recov. By
MB1167 HISTORY - UNK STATION MONUMENTED OH HIGHWAY DEPT
MB1167 HISTORY - 1964 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1167
MB1167 STATION DESCRIPTION
MB1167
MB1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1167'1.5 MILES EAST ALONG THE ERIE RAILROAD FROM THE STATION AT EAST
MB1167'AKRON JUNCTION, SUMMIT COUNTY, 17 YARDS SOUTHWEST OF MILEPOST S
MB1167'199, 14 YARDS EAST OF THE INTERSECTION OF THE CENTERLINE OF A
MB1167'HIGHWAY WITH THE SOUTH RAIL OF THE TRACK, ON THE NORTHWEST CORNER
MB1167'OF THE CONCRETE BASE OF SIGNAL 611+2, 6 FEET SOUTH OF THE SOUTH
MB1167'RAIL OF THE SOUTH TRACK, AND LEVEL WITH THE TOP OF THE RAIL.
MB1167'NOTE-- THE ERIE RAILROAD IS NOW THE ERIE-LACKAWANNA RAILROAD.
MB1167'NOTE-- THE CONCRETE BASE IS CHIPPED AND THE CHISELED CROSS COULD
MB1167'NOT BE IDENTIFIED.
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|
|
2253461.25
|
521457.28125
|
0101000020960E000055C15A854A314141DA8579DBC3D31F41
|
true
|
2013-09-24 07:21:00 -0400
|
false
|
41.09333333333333333333
|
-81.46611111111111111111
|
-81.4661111111111
|
41.0933333333332
|
2253461.04183213
|
521456.96433076
|
686856.299263031
|
158940.400608801
|
5
|
5
|
1077 BM
|
KY1217
|
OH
|
Summit
|
|
USGS
|
|
DISK
|
1076.56
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - UNK STATION MONUMENTED US GEOLOGICAL SURVEYHISTORY - 1962 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2004 FAIR COSE SURVEY CREWHISTORY - 2012 FAIR COSE SURVEY CREW HISTORY 2015 UNABLE TO LOCATE NEW BRIDGE SCE
|
NAD 83(1986)
|
|
false
|
40
|
58
|
34.0
|
N
|
81
|
25
|
34.0
|
W
|
SCALED
|
-33.5
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
327.951
|
1075.95
|
ADJUST
|
|
|
|
|
|
|
|
980160.8
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
THE STATION IS ON THE TURKEY FOOT LAKE ROAD BRIDGE SPANNING A CREEK
WEST OF MYERSVILLE-- ABOUT 125 FEET EAST OF THE BALTIMORE AND OHIO
RAILROAD, 2.8 FEET WEST OF THE EAST END OF THE NORTH ABUTMENT.
THE MARK IS A USGS DISK, STAMPED 1076.56, SET IN A DRILL HOLE FLUSH
WITH THE TOP OF THE FOOTING. NOTE-- A BENCH MARK IN THE MYERSVILLE
AREA, IDENTIFIED AS 1077 (USGS), WAS REPORTED AS DESTROYED.
NEITHER DESCRIPTION NOR ELEVATION WAS AVAILABLE TO THE FIELD
PARTY FOR DETERMINING WHETHER THIS IS THE SAME MARK RECOVERED
IN THE MYERSVILLE AREA DURING THE CURRENT SURVEY.
|
2015-09-24 00:00:00 -0400
|
SCE
|
UNABLE TO LOCATE NEW BRIDGE
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1217 ***********************************************************************
KY1217 DESIGNATION - 1077 BM
KY1217 PID - KY1217
KY1217 STATE/COUNTY- OH/SUMMIT
KY1217
KY1217 HORZ DATUM - NAD 83(1986)
KY1217 VERT DATUM - NAVD 88
KY1217
KY1217 POSITION - 40 58 34. (N) 081 25 34. (W) SCALED
KY1217 83 minus 27 - +00. -01. SCALED
KY1217
KY1217 HEIGHT - 327.951 (meters) 1075.95 (feet) ADJUST
KY1217 88 minus 29 -0.19 ADJ UNCHK
KY1217 ***********************************************************************
KY1217
KY1217 GEOID HEIGHT- -33.50 GEOID90
KY1217 MODELED GRAV- 980,160.8 NAVD88
KY1217
KY1217
KY1217 VERT ORDER - SECOND CLASS 0
KY1217
KY1217
KY1217.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1217.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1217.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1217
KY1217
KY1217
KY1217
KY1217_STATION MARK IS A SURVEY DISK
KY1217_WITH SETTING: SET IN A LIGHT STRUCTURE
KY1217_THE MARK IS STAMPED: 1076.56
KY1217
KY1217 HISTORY - Year Condition Recov. By
KY1217 HISTORY - UNK STATION MONUMENTED US GEOLOGICAL SURVEY
KY1217 HISTORY - 1962 GOOD NATIONAL GEODETIC SURVEY
KY1217
KY1217 STATION DESCRIPTION
KY1217
KY1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
KY1217'THE STATION IS ON THE TURKEY FOOT LAKE ROAD BRIDGE SPANNING A CREEK
KY1217'WEST OF MYERSVILLE-- ABOUT 125 FEET EAST OF THE BALTIMORE AND OHIO
KY1217'RAILROAD, ON THE FOOTING OF THE NORTH, CONCRETE GUARD RAIL, 2.8
KY1217'FEET WEST OF THE EAST END OF THE GUARD RAIL. THE MARK IS A USGS
KY1217'DISK, STAMPED 1076.56, SET IN A DRILL HOLE FLUSH WITH THE TOP
KY1217'OF THE FOOTING. NOTE-- A BENCH MARK IS THE MYERSVILLE AREA,
KY1217'IDENTIFIED AS 1077 (USGS), WAS REPORTED AS DESTROYED. NEITHER
KY1217'DESCRIPTION NOR ELEVATION WAS AVAILABLE TO THE FIELD PARTY FOR
KY1217'DETERMINING WHETHER THIS IS THE SAME MARK RECOVERED IN THE
KY1217'MYERSVILLE AREA DURING THE CURRENT SURVEY.
|
|
|
|
|
|
|
|
|
|
|
|
2265011.75
|
478920.0
|
0101000020960E00007A279395D9474141D77456A2973A1D41
|
true
|
2012-09-13 07:21:00 -0400
|
false
|
40.97611111111111111111
|
-81.42611111111111111111
|
-81.4261111111111
|
40.976111111111
|
2265011.16855329
|
478885.90853293
|
690376.784928612
|
145964.716850257
|
7
|
7
|
1111 OHHD
|
MB1161
|
OH
|
Summit
|
|
|
|
CHISELED CROSS
|
NONE
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - UNK STATION MONUMENTED OH HIGHWAY DEPT
HISTORY - 1964 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
HISTORY - 2013 UNABLE TO LOCATED SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
4.0
|
N
|
81
|
26
|
15.0
|
W
|
SCALED
|
-33.66
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
338.559
|
1110.75
|
ADJUST
|
|
|
|
|
|
|
|
980174.3
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
0.4 MILE WEST ALONG THE ERIE RAILROAD TRACK FROM TALLMADGE,
SUMMIT COUNTY, 9 YARDS NORTHWEST OF THE INTERSECTION OF THE
CENTERLINE OF STATE HIGHWAY 91 AND THE NORTH RAIL OF THE NORTH
MAIN TRACK, 5.5 YARDS WEST OF THE CENTER OF STATE HIGHWAY 91, 13
YARDS NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK ALONG THE
SIDE OF THE ROAD, ON THE SOUTHEAST CORNER OF THE CONCRETE BASE
OF A WARNING SIGNAL, 2 FEET HIGHER THAN THE TOP OF THE RAIL. A
CHISELED CROSS. NOTE-- THE ERIE RAILROAD IS NOW THE
ERIE-LACKAWANNA RAILROAD.
|
2013-09-23 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1161 ***********************************************************************
MB1161 DESIGNATION - 1111 OHHD
MB1161 PID - MB1161
MB1161 STATE/COUNTY- OH/SUMMIT
MB1161
MB1161 HORZ DATUM - NAD 83(1986)
MB1161 VERT DATUM - NAVD 88
MB1161
MB1161 POSITION - 41 06 04. (N) 081 26 15. (W) SCALED
MB1161 83 minus 27 - +00. -01. SCALED
MB1161
MB1161 HEIGHT - 338.559 (meters) 1110.75 (feet) ADJUST
MB1161 88 minus 29 -0.19 SCALED
MB1161 ***********************************************************************
MB1161
MB1161 GEOID HEIGHT- -33.66 GEOID90
MB1161 MODELED GRAV- 980,174.3 NAVD88
MB1161
MB1161
MB1161 VERT ORDER - SECOND CLASS 0
MB1161
MB1161
MB1161.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1161.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1161.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1161
MB1161
MB1161
MB1161
MB1161_STATION MARK IS A CHISELED CROSS
MB1161_WITH SETTING: SET IN A LIGHT STRUCTURE
MB1161
MB1161 HISTORY - Year Condition Recov. By
MB1161 HISTORY - UNK STATION MONUMENTED OH HIGHWAY DEPT
MB1161 HISTORY - 1964 UNKNOWN - MARK NOT F NATIONAL GEODETIC SURVEY
MB1161
MB1161 STATION DESCRIPTION
MB1161
MB1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1161'0.4 MILE WEST ALONG THE ERIE RAILROAD TRACK FROM TALLMADGE,
MB1161'SUMMIT COUNTY, 9 YARDS NORTHWEST OF THE INTERSECTION OF THE
MB1161'CENTERLINE OF STATE HIGHWAY 91 AND THE NORTH RAIL OF THE NORTH
MB1161'MAIN TRACK, 5.5 YARDS WEST OF THE CENTER OF STATE HIGHWAY 91, 13
MB1161'YARDS NORTH OF THE NORTH RAIL OF THE NORTH MAIN TRACK ALONG THE
MB1161'SIDE OF THE ROAD, ON THE SOUTHEAST CORNER OF THE CONCRETE BASE
MB1161'OF A WARNING SIGNAL, 2 FEET HIGHER THAN THE TOP OF THE RAIL. A
MB1161'CHISELED CROSS. NOTE-- THE ERIE RAILROAD IS NOW THE
MB1161'ERIE-LACKAWANNA RAILROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2261312.0
|
524385.6875
|
0101000020960E0000AD032DF99F4041418531E677C2002041
|
true
|
2013-09-24 07:22:00 -0400
|
false
|
41.10111111111111111111
|
-81.4375
|
-81.4375
|
41.101111111111
|
2261311.94668623
|
524385.234178112
|
689249.259848482
|
159832.939043351
|
102
|
102
|
BA 101
|
MB3038
|
OH
|
Summit
|
West Richfield
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 101
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1999 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 1999 ROAD WAS WIDENED COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE CREWHISTORY - 2005 GOOD SCEHISTORY -2010 GOOD GBCHISTORY - 2010 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
31.691
|
N
|
81
|
38
|
15.15683
|
W
|
ADJUSTED
|
-33.73
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
164203.115
|
672401.3
|
0.99993998
|
+
|
0
|
33
|
59.7
|
|
MT
|
|
|
|
|
325.719
|
1068.631
|
ADJUST
|
|
-0.46
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.58 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
HIGHWAY 77 PROCEED NORTH ALONG STATE ROUTE 21 2.18 MILES TO ITS
INTERSECTION WITH CLEVELAND MASSILLON ROAD. TURN RIGHT AND PROCEED
SOUTH ALONG CLEVELAND MASSILLON ROAD 0.32 MILES TO ITS INTERSECTION
WITH SPRINGSIDE DRIVE AND THE STATION ON THE RIGHT 73 FEET FROM THE
INTERSECTION OF CLEVELAND MASSILLON ROAD AND SPRINGSIDE DRIVE.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-101. THE STATION IS
23.0 FEET NORTH FROM THE CENTERLINE OF SPRINGSIDE DRIVE, 3.0 FEET EAST
FROM A METAL WITNESS POST, 15.5 FEET SOUTHEAST FROM G.T.E. BOX 1089
38, 12.0 FEET SOUTHWEST FROM A FIRE HYDRANT, 54.0 FEET SOUTHWEST FROM
A GAS LINE MARKER, 32.5 FEET WEST FROM POWER POLE NUMBER N074621, AND
29.0 FEET NORTHWEST FROM A WATER VALVE. THE STATION IS 454.26 METERS
FROM STATION BA-113.
GOOD FOR GPS.
|
2018-08-27 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3038 ***********************************************************************
MB3038 DESIGNATION - BA 101
MB3038 PID - MB3038
MB3038 STATE/COUNTY- OH/SUMMIT
MB3038
MB3038 HORZ DATUM - NAD 83(1986)
MB3038 VERT DATUM - NAVD 88
MB3038
MB3038 POSITION - 41 08 31.69100(N) 081 38 15.15683(W) ADJUSTED
MB3038 83 minus 27 - +00.19801 -00.55572 NADCON
MB3038
MB3038 HEIGHT - 325.719 (meters) 1068.631 (feet) ADJUSTED
MB3038 ***********************************************************************
MB3038
MB3038 LAPLACE CORR- -0.46 DEFLEC90
MB3038 GEOID HEIGHT- -33.73 GEOID90
MB3038
MB3038
MB3038 HORZ ORDER - FIRST
MB3038 VERT ORDER - SECOND
MB3038
MB3038
MB3038.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3038.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3038.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3038.COSE 1992
MB3038
MB3038; North East Scale Converg.
MB3038;SPC OH N - 164,203.115 672,401.300 0.99993998 +0 33 59.7 MT
MB3038;UTM 17 - 4,554,731.596 446,496.810 0.99963523 -0 25 10.1 MT
MB3038
MB3038: Primary Azimuth Mark Grid Az
MB3038:SPC OH N - BA 113 266 38 35.8
MB3038:UTM 17 - BA 113 267 37 45.6
MB3038
MB3038|---------------------------------------------------------------------|
MB3038| Pid Reference Object Distance Geod. AZ |
MB3038| dddmmss.ss|
MB3038| MB3046 BA 113 454.247 METERS 2671235.5 |
MB3038|---------------------------------------------------------------------|
MB3038
MB3038_STATION MARK IS A SURVEY DISK
MB3038_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3038_THE MARK IS STAMPED: BA-101
MB3038
MB3038 HISTORY - Year Condition Recov. By
MB3038 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3038 HISTORY - 1999 NOT RECOVERED COSE SURVEY FIELD CREW
MB3038 HISTORY - 1999 ROAD WAS WIDENED COSE SURVEY FIELD CREW
MB3038
MB3038 STATION DESCRIPTION
MB3038
MB3038'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3038'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.58 MILES
MB3038'NORTHWEST OF THE CITY OF AKRON.
MB3038'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
MB3038'HIGHWAY 77 PROCEED NORTH ALONG STATE ROUTE 21 2.18 MILES TO ITS
MB3038'INTERSECTION WITH CLEVELAND MASSILLON ROAD. TURN RIGHT AND PROCEED
MB3038'SOUTH ALONG CLEVELAND MASSILLON ROAD 0.32 MILES TO ITS INTERSECTION
MB3038'WITH SPRINGSIDE DRIVE AND THE STATION ON THE RIGHT 73 FEET FROM THE
MB3038'INTERSECTION OF CLEVELAND MASSILLON ROAD AND SPRINGSIDE DRIVE.
MB3038'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3038'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-101. THE STATION IS
MB3038'23.0 FEET NORTH FROM THE CENTERLINE OF SPRINGSIDE DRIVE, 3.0 FEET EAST
MB3038'FROM A METAL WITNESS POST, 15.5 FEET SOUTHEAST FROM G.T.E. BOX 1089
MB3038'38, 12.0 FEET SOUTHWEST FROM A FIRE HYDRANT, 54.0 FEET SOUTHWEST FROM
MB3038'A GAS LINE MARKER, 32.5 FEET WEST FROM POWER POLE NUMBER N074621, AND
MB3038'29.0 FEET NORTHWEST FROM A WATER VALVE. THE STATION IS 454.26 METERS
MB3038'FROM STATION BA-113.
|
|
|
|
|
|
|
|
|
|
|
|
2206036.75
|
538722.75
|
0101000020960E0000F9B8784CAAD44041C46F961BC6702041
|
true
|
2011-02-24 09:13:00 -0500
|
false
|
41.14213638888888888889
|
-81.63754356388888888889
|
-81.6375435638889
|
41.1421363888887
|
2206036.59743416
|
538723.053882115
|
672401.299700531
|
164203.115229483
|
103
|
103
|
BA 104
|
MB3039
|
OH
|
Summit
|
West Richfield
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
BA 104
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
HISTORY - 2002 DESTROYED BY COSE MAINTENANCE DEPARTMENT
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
9.12852
|
N
|
81
|
38
|
13.28454
|
W
|
ADJUSTED
|
-33.79
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
COSE 1992
|
OH N
|
167209.085
|
672415.218
|
0.9999407
|
+
|
0
|
34
|
1.0
|
|
MT
|
|
|
|
|
305.834
|
1003.391
|
ADJUST
|
|
-0.4
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.32 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND STATE
ROUTE 18 PROCEED NORTH ALONG STATE ROUTE 21 4.36 MILES TO ITS
INTERSECTION WITH SHADE ROAD, ROUTE 196. TURN LEFT AND PROCEED WEST
ALONG SHADE ROAD 0.57 MILES TO ITS INTERSECTION WITH CLEVELAND
MASSILLON ROAD. TURN LEFT AND PROCEED SOUTH ALONG CLEVELAND MASSILLON
ROAD 0.5 MILES TO THE STATION ON THE RIGHT IN THE NORTHWEST CORNER OF
THE INTERSECTION OF CLEVELAND MASSILLON AND BATH ROAD.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-104. THE STATION IS
73.0 FEET NORTH FROM THE CENTERLINE OF BATH ROAD, 55.0 FEET WEST FROM
THE CENTERLINE OF CLEVELAND MASSILLON ROAD, 3.0 FEET NORTH OF A METAL
WITNESS POST, AND 13.5 FEET SOUTHEAST FROM A ROUND METAL SIGN POST.
|
2002-10-28 19:00:00 -0500
|
SCE
|
Destroyed
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3039 ***********************************************************************
MB3039 DESIGNATION - BA 104
MB3039 PID - MB3039
MB3039 STATE/COUNTY- OH/SUMMIT
MB3039
MB3039 HORZ DATUM - NAD 83(1986)
MB3039 VERT DATUM - NAVD 88
MB3039
MB3039 POSITION - 41 10 09.12852(N) 081 38 13.28454(W) ADJUSTED
MB3039 83 minus 27 - +00.19798 -00.55631 NADCON
MB3039
MB3039 HEIGHT - 305.834 (meters) 1003.391 (feet) ADJUSTED
MB3039 ***********************************************************************
MB3039
MB3039 LAPLACE CORR- -0.40 DEFLEC90
MB3039 GEOID HEIGHT- -33.79 GEOID90
MB3039
MB3039
MB3039 HORZ ORDER - FIRST
MB3039 VERT ORDER - SECOND
MB3039
MB3039
MB3039.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3039.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3039.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3039.COSE 1992
MB3039
MB3039; North East Scale Converg.
MB3039;SPC OH N - 167,209.085 672,415.218 0.99994070 +0 34 01.0 MT
MB3039;UTM 17 - 4,557,735.963 446,562.442 0.99963514 -0 25 09.7 MT
MB3039
MB3039: Primary Azimuth Mark Grid Az
MB3039:SPC OH N - BA 105 001 58 17.6
MB3039:UTM 17 - BA 105 002 57 28.3
MB3039
MB3039|---------------------------------------------------------------------|
MB3039| Pid Reference Object Distance Geod. AZ |
MB3039| dddmmss.ss|
MB3039| MB3040 BA 105 APPROX. 0.7 KM 0023218.6 |
MB3039|---------------------------------------------------------------------|
MB3039
MB3039_STATION MARK IS A SURVEY DISK
MB3039_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3039_THE MARK IS STAMPED: BA-104
MB3039
MB3039 HISTORY - Year Condition Recov. By
MB3039 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3039 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB3039
MB3039 STATION DESCRIPTION
MB3039
MB3039'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3039'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.32 MILES
MB3039'NORTHWEST OF THE CITY OF AKRON.
MB3039'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND STATE
MB3039'ROUTE 18 PROCEED NORTH ALONG STATE ROUTE 21 4.36 MILES TO ITS
MB3039'INTERSECTION WITH SHADE ROAD, ROUTE 196. TURN LEFT AND PROCEED WEST
MB3039'ALONG SHADE ROAD 0.57 MILES TO ITS INTERSECTION WITH CLEVELAND
MB3039'MASSILLON ROAD. TURN LEFT AND PROCEED SOUTH ALONG CLEVELAND MASSILLON
MB3039'ROAD 0.5 MILES TO THE STATION ON THE RIGHT IN THE NORTHWEST CORNER OF
MB3039'THE INTERSECTION OF CLEVELAND MASSILLON AND BATH ROAD.
MB3039'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3039'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-104. THE STATION IS
MB3039'73.0 FEET NORTH FROM THE CENTERLINE OF BATH ROAD, 55.0 FEET WEST FROM
MB3039'THE CENTERLINE OF CLEVELAND MASSILLON ROAD, 3.0 FEET NORTH OF A METAL
MB3039'WITNESS POST, AND 13.5 FEET SOUTHEAST FROM A ROUND METAL SIGN POST.
|
|
|
|
|
|
|
|
|
|
|
|
2206082.25
|
548584.625
|
0101000020960E0000E35D3E21C1D440418046F746D2BD2041
|
false
|
2004-10-18 07:05:00 -0400
|
false
|
41.16920236666666666667
|
-81.63702348333333333333
|
-81.6370234833333
|
41.1692023666665
|
2206082.25971578
|
548585.138605312
|
672415.217591805
|
167209.084665051
|
104
|
104
|
BA 105
|
MB3040
|
OH
|
Summit
|
West Richfield
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 105
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
10
|
31.86328
|
N
|
81
|
38
|
11.95055
|
W
|
ADJUSTED
|
-33.8
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
167910.666
|
672439.369
|
0.99994091
|
+
|
0
|
34
|
1.8
|
|
MT
|
|
|
|
|
303.605
|
996.079
|
ADJUST
|
|
-0.33
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.32 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND STATE
ROUTE 18 PROCEED NORTH ALONG STATE ROUTE 21 4.36 MILES TO ITS
INTERSECTION WITH SHADE ROAD, ROUTE 196. TURN LEFT AND PROCEED WEST
ALONG SHADE ROAD 0.57 MILES TO ITS INTERSECTION WITH CLEVELAND
MASSILLON ROAD. TURN LEFT AND PROCEED SOUTH ALONG CLEVELAND MASSILLON
ROAD TO THE STATION ON THE RIGHT 14 FEET SOUTH OF THE INTERSECTION OF
CLEVELAND MASSILLON ROAD AND SHADE ROAD.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH IRON BOX AND
STAMPED BA-105. THE STATION IS 18.0 FEET WEST FROM THE CENTERLINE OF
CLEVELAND MASSILLON ROAD AND 9.0 FEET EAST FROM A GAS LINE
MARKER AND 23.3 FEET SOUTHEAST OF TELEPHONE/POWERPOLE
#BH2245.
GOOD FOR GPS.
|
2018-09-04 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3040 ***********************************************************************
MB3040 DESIGNATION - BA 105
MB3040 PID - MB3040
MB3040 STATE/COUNTY- OH/SUMMIT
MB3040
MB3040 HORZ DATUM - NAD 83(1986)
MB3040 VERT DATUM - NAVD 88
MB3040
MB3040 POSITION - 41 10 31.86328(N) 081 38 11.95055(W) ADJUSTED
MB3040 83 minus 27 - +00.19799 -00.55650 NADCON
MB3040
MB3040 HEIGHT - 303.605 (meters) 996.079 (feet) ADJUSTED
MB3040 ***********************************************************************
MB3040
MB3040 LAPLACE CORR- -0.33 DEFLEC90
MB3040 GEOID HEIGHT- -33.80 GEOID90
MB3040
MB3040
MB3040 HORZ ORDER - THIRD
MB3040 VERT ORDER - SECOND
MB3040
MB3040
MB3040.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3040.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3040.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3040.COSE 1992
MB3040
MB3040; North East Scale Converg.
MB3040;SPC OH N - 167,910.666 672,439.369 0.99994091 +0 34 01.8 MT
MB3040;UTM 17 - 4,558,436.811 446,598.655 0.99963510 -0 25 09.0 MT
MB3040
MB3040: Primary Azimuth Mark Grid Az
MB3040:SPC OH N - BA 104 181 58 17.6
MB3040:UTM 17 - BA 104 182 57 28.4
MB3040
MB3040|---------------------------------------------------------------------|
MB3040| Pid Reference Object Distance Geod. AZ |
MB3040| dddmmss.ss|
MB3040| MB3039 BA 104 APPROX. 0.7 KM 1823219.4 |
MB3040|---------------------------------------------------------------------|
MB3040
MB3040_STATION MARK IS A SURVEY DISK
MB3040_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3040_THE MARK IS STAMPED: BA-105
MB3040
MB3040 HISTORY - Year Condition Recov. By
MB3040 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3040 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB3040
MB3040 STATION DESCRIPTION
MB3040
MB3040'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3040'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.32 MILES
MB3040'NORTHWEST OF THE CITY OF AKRON.
MB3040'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND STATE
MB3040'ROUTE 18 PROCEED NORTH ALONG STATE ROUTE 21 4.36 MILES TO ITS
MB3040'INTERSECTION WITH SHADE ROAD, ROUTE 196. TURN LEFT AND PROCEED WEST
MB3040'ALONG SHADE ROAD 0.57 MILES TO ITS INTERSECTION WITH CLEVELAND
MB3040'MASSILLON ROAD. TURN LEFT AND PROCEED SOUTH ALONG CLEVELAND MASSILLON
MB3040'ROAD TO THE STATION ON THE RIGHT 14 FEET SOUTH OF THE INTERSECTION OF
MB3040'CLEVELAND MASSILLON ROAD AND SHADE ROAD.
MB3040'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3040'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH IRON BOX AND
MB3040'STAMPED BA-105. THE STATION IS 18.0 FEET WEST FROM THE CENTERLINE OF
MB3040'CLEVELAND MASSILLON ROAD AND 9.0 FEET SOUTHEAST FROM A GAS LINE
MB3040'MARKER.
|
|
|
|
|
|
|
|
|
|
|
|
2206162.25
|
550887.0625
|
0101000020960E000012286ABFE8D44041B3D6B0D2CDCF2041
|
true
|
2011-02-24 09:25:00 -0500
|
false
|
41.17551757777777777778
|
-81.63665293055555555555
|
-81.6366529305556
|
41.1755175777776
|
2206161.49542714
|
550886.911505422
|
672439.36868493
|
167910.666448171
|
107
|
107
|
BA 110
|
MB3043
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 110
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREW-2017 COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
21.82569
|
N
|
81
|
35
|
33.40397
|
W
|
ADJUSTED
|
-33.84
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
169489.31
|
676118.452
|
0.99994139
|
+
|
0
|
35
|
46.0
|
|
MT
|
|
|
|
|
241.637
|
792.771
|
ADJUST
|
|
-0.65
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.81 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.75 MILES TO ITS
INTERSECTION WITH IRA ROAD, ROUTE 46. TURN LEFT AND PROCEED EAST ALONG
IRA ROAD 1.72 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE BELOW GROUND PROTECTED BY A 7 INCH IRON BOX AND STAMPED
BA-110. THE STATION IS 20.0 FEET SOUTH FROM THE CENTERLINE OF IRA
ROAD, 3.0 FEET EAST FROM A METAL WITNESS POST AND 145.0 FEET WEST FROM
THE CENTERLINE OF IRA ROAD. THE STATION IS 378.93 METERS FROM STATION
BA-114.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3043 ***********************************************************************
MB3043 DESIGNATION - BA 110
MB3043 PID - MB3043
MB3043 STATE/COUNTY- OH/SUMMIT
MB3043
MB3043 HORZ DATUM - NAD 83(1986)
MB3043 VERT DATUM - NAVD 88
MB3043
MB3043 POSITION - 41 11 21.82569(N) 081 35 33.40397(W) ADJUSTED
MB3043 83 minus 27 - +00.19918 -00.56675 NADCON
MB3043
MB3043 HEIGHT - 241.637 (meters) 792.771 (feet) ADJUSTED
MB3043 ***********************************************************************
MB3043
MB3043 LAPLACE CORR- -0.65 DEFLEC90
MB3043 GEOID HEIGHT- -33.84 GEOID90
MB3043
MB3043
MB3043 HORZ ORDER - FIRST
MB3043 VERT ORDER - SECOND
MB3043
MB3043
MB3043.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3043.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3043.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3043.COSE 1992
MB3043
MB3043; North East Scale Converg.
MB3043;SPC OH N - 169,489.310 676,118.452 0.99994139 +0 35 46.0 MT
MB3043;UTM 17 - 4,559,951.420 450,303.226 0.99963040 -0 23 25.0 MT
MB3043
MB3043: Primary Azimuth Mark Grid Az
MB3043:SPC OH N - BA 114 353 03
MB3043:UTM 17 - BA 114 354 02
MB3043
MB3043|---------------------------------------------------------------------|
MB3043| Pid Reference Object Distance Geod. AZ |
MB3043| dddmmss.ss|
MB3043| MB3047 BA 114 378.918 METERS 35339 |
MB3043|---------------------------------------------------------------------|
MB3043
MB3043_STATION MARK IS A SURVEY DISK
MB3043_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3043_THE MARK IS STAMPED: BA-110
MB3043
MB3043 HISTORY - Year Condition Recov. By
MB3043 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3043 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB3043
MB3043 STATION DESCRIPTION
MB3043
MB3043'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3043'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.81 MILES
MB3043'NORTHWEST OF THE CITY OF AKRON.
MB3043'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
MB3043'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.75 MILES TO ITS
MB3043'INTERSECTION WITH IRA ROAD, ROUTE 46. TURN LEFT AND PROCEED EAST ALONG
MB3043'IRA ROAD 1.72 MILES TO THE STATION ON THE RIGHT.
MB3043'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3043'CONCRETE BELOW GROUND PROTECTED BY A 7 INCH IRON BOX AND STAMPED
MB3043'BA-110. THE STATION IS 20.0 FEET SOUTH FROM THE CENTERLINE OF IRA
MB3043'ROAD, 3.0 FEET EAST FROM A METAL WITNESS POST AND 145.0 FEET WEST FROM
MB3043'THE CENTERLINE OF IRA ROAD. THE STATION IS 378.93 METERS FROM STATION
MB3043'BA-114.
|
|
|
|
|
|
|
|
|
|
|
|
2218231.75
|
556066.125
|
0101000020960E0000AD8046FA7BEC4041A81A7B5A44F82041
|
true
|
2011-02-24 09:30:00 -0500
|
false
|
41.189396025
|
-81.59261221388888888889
|
-81.5926122138889
|
41.1893960249999
|
2218231.95527657
|
556066.17672046
|
676118.452205202
|
169489.309642998
|
110
|
110
|
BA 113
|
MB3046
|
OH
|
Summit
|
West Richfield
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 113
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1999 GOOD COSE CREWHISTORY - 2003 GOOD COSE CREWHISTORY - 2005 GOOD COSE CREWHISTORY -2010 GOOD COSE CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
8
|
30.97377
|
N
|
81
|
38
|
34.61204
|
W
|
ADJUSTED
|
-33.73
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
164176.519
|
671947.859
|
0.99993998
|
+
|
0
|
33
|
46.9
|
|
MT
|
|
|
|
|
311.941
|
1023.428
|
ADJUST
|
|
-0.46
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.62 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
HIGHWAY 77 PROCEED NORTH ALONG STATE ROUTE 21 2.18 MILES TO ITS
INTERSECTION WITH CLEVELAND MASSILLON ROAD. TURN RIGHT AND PROCEED
SOUTH ALONG CLEVELAND MASSILLON ROAD 0.32 MILES TO ITS INTERSECTION
WITH SPRINGSIDE DRIVE. TURN RIGHT AND PROCEED WEST ALONG SPRINGSIDE
DRIVE 0.3 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-113. THE STATION IS 3.0
FEET NORTHEAST FROM A METAL WITNESS POST, 8.2 FEET SOUTHWEST FROM A
SEWER MANHOLE, 8.3 FEET WEST FROM A CATCH BASIN WITH MANHOLE, 27.4
FEET NORTHWEST FROM THE CENTERLINE OF MONUMENT BOX IN THE CENTERLINE
OF SPRINGSIDE DRIVE, AND 23.6 FEET NORTHWEST FROM THE CENTERLINE OF
SPRINGSIDE DRIVE. THE STATION IS 454.26 METERS (1490') FROM STATION BA-101. LOCATED AT 260 SPRINGSIDE
GOOD FOR GPS.
|
2018-08-27 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3046 ***********************************************************************
MB3046 DESIGNATION - BA 113
MB3046 PID - MB3046
MB3046 STATE/COUNTY- OH/SUMMIT
MB3046
MB3046 HORZ DATUM - NAD 83(1986)
MB3046 VERT DATUM - NAVD 88
MB3046
MB3046 POSITION - 41 08 30.97377(N) 081 38 34.61204(W) ADJUSTED
MB3046 83 minus 27 - +00.19787 -00.55449 NADCON
MB3046
MB3046 HEIGHT - 311.941 (meters) 1023.428 (feet) ADJUST
MB3046 ***********************************************************************
MB3046
MB3046 LAPLACE CORR- -0.46 DEFLEC90
MB3046 GEOID HEIGHT- -33.73 GEOID90
MB3046
MB3046
MB3046 HORZ ORDER - THIRD
MB3046 VERT ORDER - SECOND
MB3046
MB3046
MB3046.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3046.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3046.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3046.COSE 1992
MB3046
MB3046; North East Scale Converg.
MB3046;SPC OH N - 164,176.519 671,947.859 0.99993998 +0 33 46.9 MT
MB3046;UTM 17 - 4,554,712.813 446,043.117 0.99963583 -0 25 22.9 MT
MB3046
MB3046: Primary Azimuth Mark Grid Az
MB3046:SPC OH N - BA 101 086 38 35.8
MB3046:UTM 17 - BA 101 087 37 45.6
MB3046
MB3046|---------------------------------------------------------------------|
MB3046| Pid Reference Object Distance Geod. AZ |
MB3046| dddmmss.ss|
MB3046| MB3038 BA 101 454.247 METERS 0871222.7 |
MB3046|---------------------------------------------------------------------|
MB3046
MB3046_STATION MARK IS A SURVEY DISK
MB3046_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3046_THE MARK IS STAMPED: BA-113
MB3046
MB3046 HISTORY - Year Condition Recov. By
MB3046 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3046 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB3046
MB3046 STATION DESCRIPTION
MB3046
MB3046'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3046'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.62 MILES
MB3046'NORTHWEST OF THE CITY OF AKRON.
MB3046'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
MB3046'HIGHWAY 77 PROCEED NORTH ALONG STATE ROUTE 21 2.18 MILES TO ITS
MB3046'INTERSECTION WITH CLEVELAND MASSILLON ROAD. TURN RIGHT AND PROCEED
MB3046'SOUTH ALONG CLEVELAND MASSILLON ROAD 0.32 MILES TO ITS INTERSECTION
MB3046'WITH SPRINGSIDE DRIVE. TURN RIGHT AND PROCEED WEST ALONG SPRINGSIDE
MB3046'DRIVE 0.3 MILES TO THE STATION ON THE RIGHT.
MB3046'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3046'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-113. THE STATION IS 3.0
MB3046'FEET NORTHEAST FROM A METAL WITNESS POST, 8.2 FEET SOUTHWEST FROM A
MB3046'SEWER MANHOLE, 8.3 FEET WEST FROM A CATCH BASIN WITH MANHOLE, 27.4
MB3046'FEET NORTHWEST FROM THE CENTERLINE OF MONUMENT BOX IN THE CENTERLINE
MB3046'OF SPRINGSIDE DRIVE, AND 23.6 FEET NORTHWEST FROM THE CENTERLINE OF
MB3046'SPRINGSIDE DRIVE. THE STATION IS 454.26 METERS FROM STATION BA-101.
|
|
|
|
|
|
|
|
|
|
|
|
2204550.0
|
538635.8125
|
0101000020960E00004F939977C2D14041DF736A9817702041
|
true
|
2010-12-09 09:03:00 -0500
|
false
|
41.14193715833333333333
|
-81.64294778888888888889
|
-81.6429477888889
|
41.1419371583332
|
2204548.93437425
|
538635.797687169
|
671947.859092989
|
164176.519488071
|
111
|
111
|
BA 114
|
MB3047
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 114
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREW-2017 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
11
|
34.03314
|
N
|
81
|
35
|
35.20289
|
W
|
ADJUSTED
|
-33.84
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
169865.423
|
676072.62
|
0.99994152
|
+
|
0
|
35
|
44.8
|
|
MT
|
|
|
|
|
241.262
|
791.539
|
ADJUST
|
|
-0.68
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.81 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.75 MILES TO ITS
INTERSECTION WITH IRA ROAD, ROUTE 46. TURN LEFT AND PROCEED EAST ALONG
IRA ROAD 2.08 MILES TO ITS INTERSECTION WITH OAK HILL ROAD AND IRA
ROAD. TURN LEFT AND PROCEED 0.2 MILE TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-114. THE STATION IS
389.0 FEET WEST FROM A THREE RAIL FENCE WHICH IS 27.0 FEET WEST FROM
THE CENTERLINE OF OAK HILL ROAD AND 51' SOUTHWEST FROM A BLACKSMITH SHOP.
(RED BUILDING EAST OF VISITORS CENTER)
THE STATION IS 378.93 METERS (1243') FROM STATION BA-110.
9.6' WEST OF A 3 RAIL FENCE. 9.8' NORTHWEST OF THE SOUTHWEST CORNER OF
A 3 RAIL FENCE. 3.3' NORTH OF A 3 RAIL FENCE.
|
2017-09-12 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3047 ***********************************************************************
MB3047 DESIGNATION - BA 114
MB3047 PID - MB3047
MB3047 STATE/COUNTY- OH/SUMMIT
MB3047
MB3047 HORZ DATUM - NAD 83(1986)
MB3047 VERT DATUM - NAVD 88
MB3047
MB3047 POSITION - 41 11 34.03314(N) 081 35 35.20289(W) ADJUSTED
MB3047 83 minus 27 - +00.19917 -00.56670 NADCON
MB3047
MB3047 HEIGHT - 241.262 (meters) 791.539 (feet) ADJUSTED
MB3047 ***********************************************************************
MB3047
MB3047 LAPLACE CORR- -0.68 DEFLEC90
MB3047 GEOID HEIGHT- -33.84 GEOID90
MB3047
MB3047
MB3047 HORZ ORDER - THIRD
MB3047 VERT ORDER - SECOND
MB3047
MB3047
MB3047.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3047.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3047.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3047.COSE 1992
MB3047
MB3047; North East Scale Converg.
MB3047;SPC OH N - 169,865.423 676,072.620 0.99994152 +0 35 44.8 MT
MB3047;UTM 17 - 4,560,328.149 450,263.887 0.99963044 -0 23 26.3 MT
MB3047
MB3047: Primary Azimuth Mark Grid Az
MB3047:SPC OH N - BA 110 173 03
MB3047:UTM 17 - BA 110 174 02
MB3047
MB3047|---------------------------------------------------------------------|
MB3047| Pid Reference Object Distance Geod. AZ |
MB3047| dddmmss.ss|
MB3047| MB3043 BA 110 378.918 METERS 17339 |
MB3047|---------------------------------------------------------------------|
MB3047
MB3047_STATION MARK IS A SURVEY DISK
MB3047_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3047_THE MARK IS STAMPED: BA-114
MB3047
MB3047 HISTORY - Year Condition Recov. By
MB3047 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3047 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB3047
MB3047 STATION DESCRIPTION
MB3047
MB3047'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3047'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 8.81 MILES
MB3047'NORTHWEST OF THE CITY OF AKRON.
MB3047'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ROUTE 271 AND STATE
MB3047'ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 2.75 MILES TO ITS
MB3047'INTERSECTION WITH IRA ROAD, ROUTE 46. TURN LEFT AND PROCEED EAST ALONG
MB3047'IRA ROAD 2.08 MILES TO ITS INTERSECTION WITH OAK HILL ROAD AND IRA
MB3047'ROAD. TURN LEFT AND PROCEED 0.2 MILE TO THE STATION ON THE LEFT.
MB3047'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3047'CONCRETE FLUSH WITH THE GROUND AND STAMPED BA-114. THE STATION IS
MB3047'389.0 FEET WEST FROM A THREE RAIL FENCE WHICH IS 27.0 FEET WEST FROM
MB3047'THE CENTERLINE OF OAK HILL ROAD AND 51' SOUTHWEST FROM A BLACKSMITH SHOP.
MB3047'RED BUILDING EAST OF VISITORS CENTER
MB3047'THE STATION IS 378.93 METERS FROM STATION BA-110.
MB3047'9.6' WEST OF A 3 RAIL FENCE. 9.8' NORTHWEST OF THE SOUTHWEST CORNER OF
MB3047'A 3 RAIL FENCE. 3.3' NORTH OF A 3 RAIL FENCE
|
|
|
|
|
|
|
|
|
|
|
|
2218082.25
|
557300.1875
|
0101000020960E0000D20DFFCA30EC404166809448E8012141
|
true
|
2010-12-09 09:01:00 -0500
|
false
|
41.19278698333333333333
|
-81.59311191388888888889
|
-81.5931119138889
|
41.1927869833332
|
2218081.58590863
|
557300.141757977
|
676072.61953019
|
169865.422938661
|
119
|
119
|
RI 107
|
CE0520
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 107
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 GOOD COSEHISTORY - 2000 GOOD COSEHISTORY - 2003 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2005 GOOD COSEHISTORY - 2011 GOOD COSE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
40.64261
|
N
|
81
|
35
|
54.64773
|
W
|
ADJUSTED
|
-33.78
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175616.893
|
675560.054
|
0.9999439
|
+
|
0
|
35
|
32.0
|
|
MT
|
C
|
|
|
|
345.026
|
1131.974
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303, 0.5 MILES EAST OF BLACK ROAD,
35' SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303, 8.8' SOUTH OF THE SOUTH
CURB OF S.R. 303, 58.5' WEST OF TELEPHONE-POWER POLE #30000100,
25' EAST OF TELEPHONE POWER POLE #3000099 AND 3' EAST OF A METAL
WITNESS POST. IN FRONT OF HOUSE #3030. FOUND IN ROUND MONUMENT BOX.
|
2021-07-20 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0520 ***********************************************************************
CE0520 DESIGNATION - RI-107
CE0520 PID - CE0520
CE0520 STATE/COUNTY- OH/SUMMIT
CE0520 USGS QUAD -
CE0520
CE0520 HORZ DATUM - NAD 83(1986)
CE0520 VERT DATUM - NAVD 88
CE0520
CE0520 POSITION - 41 14 40.64261(N) 081 35 54.64773(W) ADJUSTED
CE0520 83 minus 27 -
CE0520
CE0520 HEIGHT - 345.026 (meters) 1131.974 (feet) ADJUSTED
CE0520 88 minus 29 -
CE0520 ***********************************************************************
CE0520 LAPLACE CORR-
CE0520 GEOID HEIGHT- -33.787
CE0520
CE0520 HORZ ORDER - FIRST
CE0520 VERT ORDER - SECOND
CE0520
CE0520.The horizontal coordinates were established by GPS observations
CE0520.and adjusted by Woolpert in March 1997.
CE0520
CE0520.The orthometric height was determined by differential leveling COSE 1990.
CE0520
CE0520
CE0520.The geoid height was determined by GEOID93.
CE0520
CE0520; North East Scale Converg.
CE0520;SPC OH N - 175616.893 675560.054 0.99994390 +0 35 32.03 MT
CE0520;SPC OH N - 576169.756 2216399.944 US SURVEY FEET
CE0520
CE0520_STATION MARK IS A SURVEY DISK
CE0520_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0520_THE MARK IS STAMPED: RI-107
CE0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0520+STABILITY: SURFACE MOTION
CE0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0520+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0520
CE0520 HISTORY - Year Condition Recov. By
CE0520 HISTORY - 1996 - GOOD COSE
CE0520 HISTORY - 2000 - GOOD COSE
CE0520 STATION DESCRIPTION
CE0520
CE0520'DESCRIBED BY COSE
CE0520'THE STATION IS LOCATED ALONG S.R. 303 0.5 MILES EAST OF BLACK ROAD
CE0520'35' SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303 8.8' SOUTH OF SOUTH
CE0520'CURB OF S.R. 303 58.5' WEST OF A TELEPHONE-POWER POLE #30000100
CE0520'25' EAST OF A TELEPHONE POWER POLE #3000099 AND 3' EAST OF A METAL
CE0520'WITNESS POST.
CE0520
|
|
|
|
|
|
|
|
|
|
|
|
2216400.75
|
576169.1875
|
0101000020960E00009892BCF8E7E8404123AA398453952141
|
true
|
2011-01-26 02:26:00 -0500
|
false
|
41.24462294722222222222
|
-81.59851325833333333333
|
-81.5985132583333
|
41.2446229472221
|
2216399.94325478
|
576169.758252446
|
675560.053824164
|
175616.893549117
|
120
|
120
|
BO 111
|
CE0561
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 111
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
13
|
52.48847
|
N
|
81
|
30
|
24.2808
|
W
|
ADJUSTED
|
-33.75
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
174215.09
|
683268.436
|
0.9999432
|
+
|
0
|
39
|
9.0
|
|
MT
|
C
|
|
|
|
285.708
|
937.36
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY
THE STATION IS LOCATED ALONG S.R. 303, 0.8 MILES WEST OF S.R. 8, 52.0'
NORTH OF THE CENTERLINE OF S.R. 303, 87.0' EAST OF THE CENTERLINE
OF ENTRANCE TO HAPPY DAYS VISITORS CENTER, 2.0' EAST OF A
METAL WITNESS POST, 115.0' WEST OF A TELEPHONE POLE #B0263 AND
59.5' EAST OF A LIGHTPOLE. A BRONZE DISK SET IN CONCRETE AND
FLUSH WITH THE GROUND.
GOOD GPS.
|
2019-08-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0561 ***********************************************************************
CE0561 DESIGNATION - BO-111
CE0561 PID - CE0561
CE0561 STATE/COUNTY- OH/SUMMIT
CE0561 USGS QUAD -
CE0561
CE0561 HORZ DATUM - NAD 83(1986)
CE0561 VERT DATUM - NAVD 88
CE0561
CE0561 POSITION - 41 13 52.48847(N) 081 30 24.28080(W) ADJUSTED
CE0561 83 minus 27 -
CE0561
CE0561 HEIGHT - 285.708 (meters) 937.360 (feet) ADJUSTED
CE0561 88 minus 29 -
CE0561 ***********************************************************************
CE0561 LAPLACE CORR-
CE0561 GEOID HEIGHT- -33.753
CE0561
CE0561 HORZ ORDER - SECOND CLASS I
CE0561 VERT ORDER - SECOND
CE0561
CE0561.The horizontal coordinates were established by GPS observations
CE0561.and adjusted by Woolpert in March 1997.
CE0561
CE0561.The orthometric height was determined by differential leveling COSE 1990.
CE0561
CE0561
CE0561.The geoid height was determined by GEOID93.
CE0561
CE0561; North East Scale Converg.
CE0561;SPC OH N - 174215.090 683268.436 0.99994320 +0 39 09.06 MT
CE0561;SPC OH N - 571570.674 2241689.860 US SURVEY FEET
CE0561
CE0561_STATION MARK IS A SURVEY DISK
CE0561_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0561_THE MARK IS STAMPED: BO-111
CE0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0561+STABILITY: SURFACE MOTION
CE0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0561+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0561
CE0561 HISTORY - Year Condition Recov. By
CE0561 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE0561
CE0561 STATION DESCRIPTION
CE0561
CE0561'DESCRIBED BY
CE0561'THE STATION IS LOCATED ALONG S.R. 303, 0.8 MILES WEST OF S.R. 8, 52.0'
CE0561'NORTH OF THE CENTERLINE OF S.R. 303, 87.0' EAST OF THE CENTERLINE
CE0561'OF ENTRANCE TO HAPPY DAYS VISITORS CENTER, 2.0' EAST OF A
CE0561'METAL WITNESS POST, 115.0' WEST OF A TELEPHONE POLE #B0263 AND
CE0561'59.5' EAST OF A LIGHTPOLE. A BRONZE DISK SET IN CONCRETE AND
CE0561'FLUSH WITH THE GROUND.
CE0561
|
|
|
|
|
|
|
|
|
|
|
|
2241690.0
|
571570.75
|
0101000020960E000021A909EE4C1A41412F36DD5965712141
|
true
|
2011-01-26 02:06:00 -0500
|
false
|
41.23124679722222222223
|
-81.50674466666666666667
|
-81.5067446666666
|
41.2312467972221
|
2241689.85966982
|
571570.675515836
|
683268.435764233
|
174215.09032739
|
127
|
127
|
BO 104
|
MB3048
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 104
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
37.99112
|
N
|
81
|
32
|
44.60292
|
W
|
ADJUSTED
|
-33.92
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
173731.422
|
680005.755
|
0.999943
|
+
|
0
|
37
|
36.9
|
|
MT
|
|
|
|
|
216.575
|
710.546
|
ADJUST
|
|
0.31
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.64 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 303 PROCEED EAST ALONG STATE ROUTE 303 2.27 MILES TO ITS
INTERSECTION WITH AKRON PENINSULA ROAD. TURN RIGHT AND PROCEED SOUTH
ALONG AKRON PENINSULA ROAD 0.98 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
AND STAMPED BO-104. THE STATION IS 125.0 FEET EAST FROM THE
CENTERLINE OF AKRON PENINSULA ROAD AND 125.0 FEET NORTHWEST FROM THE
CENTERLINE OF TRUXELL ROAD. THE STATION IS 505.32 METERS FROM STATION
BO-120. THE MONUMENT IS LOCATED ON THE BRANDYWINE COUNTRY CLUB
PROPERTY. GOOD GPS.
|
2019-07-10 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3048 ***********************************************************************
MB3048 DESIGNATION - BO 104
MB3048 PID - MB3048
MB3048 STATE/COUNTY- OH/SUMMIT
MB3048
MB3048 HORZ DATUM - NAD 83(1986)
MB3048 VERT DATUM - NAVD 88
MB3048
MB3048 POSITION - 41 13 37.99112(N) 081 32 44.60292(W) ADJUSTED
MB3048 83 minus 27 - +00.20055 -00.57819 NADCON
MB3048
MB3048 HEIGHT - 216.575 (meters) 710.546 (feet) ADJUSTED
MB3048 ***********************************************************************
MB3048
MB3048 LAPLACE CORR- 0.31 DEFLEC90
MB3048 GEOID HEIGHT- -33.92 GEOID90
MB3048
MB3048
MB3048 HORZ ORDER - FIRST
MB3048 VERT ORDER - SECOND
MB3048
MB3048
MB3048.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3048.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3048.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3048.COSE 1992
MB3048
MB3048; North East Scale Converg.
MB3048;SPC OH N - 173,731.422 680,005.755 0.99994300 +0 37 36.9 MT
MB3048;UTM 17 - 4,564,124.666 454,261.743 0.99962575 -0 21 34.8 MT
MB3048
MB3048: Primary Azimuth Mark Grid Az
MB3048:SPC OH N - BO 120 356 54 30.6
MB3048:UTM 17 - BO 120 357 53 42.3
MB3048
MB3048|---------------------------------------------------------------------|
MB3048| Pid Reference Object Distance Geod. AZ |
MB3048| dddmmss.ss|
MB3048| MB3054 BO 120 APPROX. 0.5 KM 3573207.5 |
MB3048|---------------------------------------------------------------------|
MB3048
MB3048_STATION MARK IS A SURVEY DISK
MB3048_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3048_THE MARK IS STAMPED: BO-104
MB3048
MB3048 HISTORY - Year Condition Recov. By
MB3048 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3048 HISTORY - 1992 GOOD COSE
MB3048 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3048
MB3048 STATION DESCRIPTION
MB3048
MB3048'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3048'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.64 MILES
MB3048'NORTHWEST OF THE CITY OF AKRON.
MB3048'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3048'STATE ROUTE 303 PROCEED EAST ALONG STATE ROUTE 303 2.27 MILES TO ITS
MB3048'INTERSECTION WITH AKRON PENINSULA ROAD. TURN RIGHT AND PROCEED SOUTH
MB3048'ALONG AKRON PENINSULA ROAD 0.98 MILES TO THE STATION ON THE LEFT.
MB3048'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3048'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
MB3048'AND STAMPED BO-104. THE STATION IS 125.0 FEET EAST FROM THE
MB3048'CENTERLINE OF AKRON PENINSULA ROAD AND 125.0 FEET NORTHWEST FROM THE
MB3048'CENTERLINE OF TRUXELL ROAD. THE STATION IS 505.32 METERS FROM STATION
MB3048'BO-120.
|
|
|
|
|
|
|
|
|
|
|
|
2230985.5
|
569983.4375
|
0101000020960E000060D706C664054141294E6CADFF642141
|
true
|
2011-01-12 08:19:00 -0500
|
false
|
41.22721975555555555556
|
-81.54572303333333333333
|
-81.5457230333333
|
41.2272197555554
|
2230985.54708378
|
569983.838716929
|
680005.754762645
|
173731.421503747
|
128
|
128
|
BO 109
|
MB3049
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 109
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
33.45179
|
N
|
81
|
34
|
5.05015
|
W
|
ADJUSTED
|
-34.02
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
179123.454
|
678074.485
|
0.99994573
|
+
|
0
|
36
|
44.0
|
|
MT
|
|
|
|
|
200.796
|
658.779
|
ADJUST
|
|
0.38
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.0 MILES
NORTHEAST OF THE VILLAGE OF RICHFIELD.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
U.S. HIGHWAY 80 PROCEED NORTH ALONG U.S. HIGHWAY 271 1.55 MILES TO ITS
INTERSECTION WITH RIVERVIEW ROAD. TURN LEFT AND PROCEED NORTH ALONG
RIVERVIEW ROAD 1.21 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-109. THE STATION IS
22.0 FEET WEST FROM THE CENTERLINE OF RAILROAD TIES, 58.0 FEET
NORTHEAST FROM A POWER POLE, 27.0 FEET EAST FROM THE CENTERLINE OF
RIVERVIEW ROAD. THE STATION IS 283.17 METERS FROM STATION BO-117.
|
2019-07-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3049 ***********************************************************************
MB3049 DESIGNATION - BO 109
MB3049 PID - MB3049
MB3049 STATE/COUNTY- OH/SUMMIT
MB3049
MB3049 HORZ DATUM - NAD 83(1986)
MB3049 VERT DATUM - NAVD 88
MB3049
MB3049 POSITION - 41 16 33.45179(N) 081 34 05.05015(W) ADJUSTED
MB3049 83 minus 27 - +00.19875 -00.57111 NADCON
MB3049
MB3049 HEIGHT - 200.796 (meters) 658.779 (feet) ADJUSTED
MB3049 ***********************************************************************
MB3049
MB3049 LAPLACE CORR- 0.38 DEFLEC90
MB3049 GEOID HEIGHT- -34.02 GEOID90
MB3049
MB3049
MB3049 HORZ ORDER - FIRST
MB3049 VERT ORDER - SECOND
MB3049
MB3049
MB3049.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3049.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3049.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3049.COSE 1992
MB3049
MB3049; North East Scale Converg.
MB3049;SPC OH N - 179,123.454 678,074.485 0.99994573 +0 36 44.0 MT
MB3049;UTM 17 - 4,569,547.435 452,424.203 0.99962786 -0 22 29.1 MT
MB3049
MB3049
MB3049
MB3049_STATION MARK IS A SURVEY DISK
MB3049_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3049_THE MARK IS STAMPED: BO-109
MB3049
MB3049 HISTORY - Year Condition Recov. By
MB3049 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3049 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3049
MB3049 STATION DESCRIPTION
MB3049
MB3049'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3049'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.0 MILES
MB3049'NORTHEAST OF THE VILLAGE OF RICHFIELD.
MB3049'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3049'U.S. HIGHWAY 80 PROCEED NORTH ALONG U.S. HIGHWAY 271 1.55 MILES TO ITS
MB3049'INTERSECTION WITH RIVERVIEW ROAD. TURN LEFT AND PROCEED NORTH ALONG
MB3049'RIVERVIEW ROAD 1.21 MILES TO THE STATION ON THE RIGHT.
MB3049'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3049'CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-109. THE STATION IS
MB3049'22.0 FEET WEST FROM THE CENTERLINE OF RAILROAD TIES, 58.0 FEET
MB3049'NORTHEAST FROM A POWER POLE, 27.0 FEET EAST FROM THE CENTERLINE OF
MB3049'RIVERVIEW ROAD AND 3.0 FEET NORTH FROM A METAL WITNESS POST. THE
MB3049'STATION IS 283.17 METERS FROM STATION BO-117.
|
|
|
|
|
|
|
|
|
|
|
|
2224649.5
|
587674.25
|
0101000020960E000076F890AF04F940416A48196534EF2141
|
true
|
2012-09-04 04:00:00 -0400
|
false
|
41.27595883055555555556
|
-81.56806948611111111111
|
-81.5680694861111
|
41.2759588305554
|
2224649.37161165
|
587674.197458518
|
678074.4846162
|
179123.453632247
|
129
|
129
|
BO 110
|
MB3050
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 110
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
55.83154
|
N
|
81
|
29
|
30.72462
|
W
|
ADJUSTED
|
-33.9
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
174332.52
|
684514.361
|
0.99994325
|
+
|
0
|
39
|
44.3
|
|
MT
|
|
|
|
|
314.238
|
1030.964
|
ADJUST
|
|
1.5
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.75 MILES
SOUTHWEST OF THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND STATE
ROUTE 303 PROCEED WEST ALONG STATE ROUTE 303 0.07 MILES TO THE STATION
ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
AND STAMPED BO-110. THE STATION IS 3.0 FEET NORTHWEST FROM A METAL
WITNESS POST, 44.0 FEET NORTHWEST FROM LIMITED ACCESS FENCE CORNER,
23.0 FEET WEST FROM A CATCH BASIN, AND 18.0 FEET SOUTHWEST FROM AN
ELECTRICAL BOX COVER, 56.5 FEET SOUTH FROM THE CENTERLINE OF STATE
ROUTE 303, AND 63.0 FEET EAST FROM THE CENTERLINE OF AKRON CLEVELAND
ROAD. THE STATION IS 461.84 METERS FROM STATION HU-119.
GOOD GPS
|
2019-08-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3050 ***********************************************************************
MB3050 DESIGNATION - BO 110
MB3050 PID - MB3050
MB3050 STATE/COUNTY- OH/SUMMIT
MB3050
MB3050 HORZ DATUM - NAD 83(1986)
MB3050 VERT DATUM - NAVD 88
MB3050
MB3050 POSITION - 41 13 55.83154(N) 081 29 30.72462(W) ADJUSTED
MB3050 83 minus 27 - +00.20188 -00.59009 NADCON
MB3050
MB3050 HEIGHT - 314.238 (meters) 1030.964 (feet) ADJUSTED
MB3050 ***********************************************************************
MB3050
MB3050 LAPLACE CORR- 1.50 DEFLEC90
MB3050 GEOID HEIGHT- -33.90 GEOID90
MB3050
MB3050
MB3050 HORZ ORDER - FIRST
MB3050 VERT ORDER - SECOND
MB3050
MB3050
MB3050.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3050.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3050.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3050.COSE 1992
MB3050
MB3050; North East Scale Converg.
MB3050;SPC OH N - 174,332.520 684,514.361 0.99994325 +0 39 44.3 MT
MB3050;UTM 17 - 4,564,647.881 458,778.585 0.99962091 -0 19 27.1 MT
MB3050
MB3050: Primary Azimuth Mark Grid Az
MB3050:SPC OH N - HU 119 081 09 11.1
MB3050:UTM 17 - HU 119 082 08 22.5
MB3050
MB3050|---------------------------------------------------------------------|
MB3050| Pid Reference Object Distance Geod. AZ |
MB3050| dddmmss.ss|
MB3050| MB3068 HU 119 461.820 METERS 0814855.4 |
MB3050|---------------------------------------------------------------------|
MB3050
MB3050_STATION MARK IS A SURVEY DISK
MB3050_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3050_THE MARK IS STAMPED: BO-110
MB3050
MB3050 HISTORY - Year Condition Recov. By
MB3050 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3050 HISTORY - 1992 GOOD COSE
MB3050 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3050
MB3050 STATION DESCRIPTION
MB3050
MB3050'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3050'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.75 MILES
MB3050'SOUTHWEST OF THE VILLAGE OF HUDSON.
MB3050'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND STATE
MB3050'ROUTE 303 PROCEED WEST ALONG STATE ROUTE 303 0.07 MILES TO THE STATION
MB3050'ON THE LEFT.
MB3050'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3050'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
MB3050'AND STAMPED BO-110. THE STATION IS 3.0 FEET NORTHWEST FROM A METAL
MB3050'WITNESS POST, 44.0 FEET NORTHWEST FROM LIMITED ACCESS FENCE CORNER,
MB3050'23.0 FEET WEST FROM A CATCH BASIN, AND 18.0 FEET SOUTHWEST FROM AN
MB3050'ELECTRICAL BOX COVER, 56.5 FEET SOUTH FROM THE CENTERLINE OF STATE
MB3050'ROUTE 303, AND 63.0 FEET EAST FROM THE CENTERLINE OF AKRON CLEVELAND
MB3050'ROAD. THE STATION IS 461.84 METERS FROM STATION HU-119.
|
|
|
|
|
|
|
|
|
|
|
|
2245777.75
|
571955.375
|
0101000020960E0000FAC74EC448224141E4D333E267742141
|
true
|
2011-01-26 02:04:00 -0500
|
false
|
41.23217542777777777778
|
-81.49186795
|
-81.49186795
|
41.2321754277776
|
2245777.53365421
|
571955.941801664
|
684514.361286525
|
174332.519726168
|
130
|
130
|
BO 117
|
MB3051
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 117
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
16
|
27.47434
|
N
|
81
|
34
|
14.28664
|
W
|
ADJUSTED
|
-34.02
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992.
|
OH N
|
178936.777
|
677861.511
|
0.99994562
|
+
|
0
|
36
|
38.0
|
|
MT
|
|
|
|
|
207.114
|
679.507
|
ADJUST
|
|
0.14
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.0 MILES
NORTHEAST OF THE VILLAGE OF RICHFIELD.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
U.S. HIGHWAY 80 PROCEED NORTH ALONG U.S. HIGHWAY 271 1.55 MILES TO ITS
INTERSECTION WITH RIVERVIEW ROAD. TURN LEFT AND PROCEED NORTH ALONG
RIVERVIEW ROAD 1.2 MILES TO ITS INTERSECTION WITH COLUMBIA ROAD. TURN
LEFT AND WEST ALONG COLUMBIA ROAD 0.2 MILES TO THE STATION ON THE
LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-117. THE STATION IS
12.0 FEET NORTHEAST FROM A 40 INCH TREE, 3.0 FEET NORTH FROM A METAL
WITNESS POST, AND 18.0 FEET SOUTHWEST FROM THE CENTERLINE OF COLUMBIA
ROAD. THE STATION IS 283.17 METERS FROM STATION BO-109.
|
2018-06-19 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3051 ***********************************************************************
MB3051 DESIGNATION - BO 117
MB3051 PID - MB3051
MB3051 STATE/COUNTY- OH/SUMMIT
MB3051
MB3051 HORZ DATUM - NAD 83(1986)
MB3051 VERT DATUM - NAVD 88
MB3051
MB3051 POSITION - 41 16 27.47434(N) 081 34 14.28664(W) ADJUSTED
MB3051 83 minus 27 - +00.19874 -00.57069 NADCON
MB3051
MB3051 HEIGHT - 207.114 (meters) 679.507 (feet) ADJUSTED
MB3051 ***********************************************************************
MB3051
MB3051 LAPLACE CORR- 0.14 DEFLEC90
MB3051 GEOID HEIGHT- -34.02 GEOID90
MB3051
MB3051
MB3051 HORZ ORDER - SECOND
MB3051 VERT ORDER - SECOND
MB3051
MB3051
MB3051.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB3051.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3051.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB3051.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3051.COSE 1992.
MB3051
MB3051; North East Scale Converg.
MB3051;SPC OH N - 178,936.777 677,861.511 0.99994562 +0 36 38.0 MT
MB3051;UTM 17 - 4,569,364.513 452,208.114 0.99962811 -0 22 35.2 MT
MB3051
MB3051
MB3051
MB3051_STATION MARK IS A SURVEY DISK
MB3051_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3051_THE MARK IS STAMPED: BO-117
MB3051
MB3051 HISTORY - Year Condition Recov. By
MB3051 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3051 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3051
MB3051 STATION DESCRIPTION
MB3051
MB3051'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3051'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.0 MILES
MB3051'NORTHEAST OF THE VILLAGE OF RICHFIELD.
MB3051'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3051'U.S. HIGHWAY 80 PROCEED NORTH ALONG U.S. HIGHWAY 271 1.55 MILES TO ITS
MB3051'INTERSECTION WITH RIVERVIEW ROAD. TURN LEFT AND PROCEED NORTH ALONG
MB3051'RIVERVIEW ROAD 1.2 MILES TO ITS INTERSECTION WITH COLUMBIA ROAD. TURN
MB3051'LEFT AND WEST ALONG COLUMBIA ROAD 0.2 MILES TO THE STATION ON THE
MB3051'LEFT.
MB3051'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3051'CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-117. THE STATION IS
MB3051'12.0 FEET NORTHEAST FROM A 40 INCH TREE, 3.0 FEET NORTH FROM A METAL
MB3051'WITNESS POST, AND 18.0 FEET SOUTHWEST FROM THE CENTERLINE OF COLUMBIA
MB3051'ROAD. THE STATION IS 283.17 METERS FROM STATION BO-109.
|
|
|
|
|
|
|
|
|
|
|
|
2223951.25
|
587062.1875
|
0101000020960E0000763C2052A7F740418235E57C6BEA2141
|
true
|
2012-09-04 04:01:00 -0400
|
false
|
41.27429842777777777778
|
-81.57063517777777777778
|
-81.5706351777778
|
41.2742984277776
|
2223950.64160877
|
587061.743936226
|
677861.511285375
|
178936.777425302
|
131
|
131
|
BO 118
|
MB3052
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 118
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
28.44324
|
N
|
81
|
34
|
15.43829
|
W
|
ADJUSTED
|
-33.88
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
171563.31
|
677913.256
|
0.99994212
|
+
|
0
|
36
|
37.2
|
|
MT
|
|
|
|
|
221.929
|
728.111
|
ADJUST
|
|
-0.1
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.67 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.84 MILES TO ITS
INTERSECTION WITH EVERETT ROAD, ROUTE 47. TURN LEFT AND PROCEED EAST
ALONG EVERETT ROAD 2.94 MILES TO ITS INTERSECTION WITH RIVERVIEW ROAD.
TURN LEFT AND PROCEED NORTH ALONG RIVERVIEW ROAD 0.21 MILES TO THE
STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-118. THE STATION IS
27.0 FEET WEST FROM THE CENTERLINE OF RIVERVIEW ROAD, 21.0 FEET NORTH
FROM THE NORTHWEST CORNER OF CONCRETE BURIED CABLE MARKER OH 007117,
AND 17.0 FEET EAST FROM THE CENTERLINE OF RAILROAD TIES. THE STATION IS
471.23 METERS FROM STATION BO-119.
GOOD FOR GPS
|
2021-12-05 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3052 ***********************************************************************
MB3052 DESIGNATION - BO 118
MB3052 PID - MB3052
MB3052 STATE/COUNTY- OH/SUMMIT
MB3052
MB3052 HORZ DATUM - NAD 83(1986)
MB3052 VERT DATUM - NAVD 88
MB3052
MB3052 POSITION - 41 12 28.44324(N) 081 34 15.43829(W) ADJUSTED
MB3052 83 minus 27 - +00.19980 -00.57204 NADCON
MB3052
MB3052 HEIGHT - 221.929 (meters) 728.111 (feet) ADJUSTED
MB3052 ***********************************************************************
MB3052
MB3052 LAPLACE CORR- -0.10 DEFLEC90
MB3052 GEOID HEIGHT- -33.88 GEOID90
MB3052
MB3052
MB3052 HORZ ORDER - FIRST
MB3052 VERT ORDER - SECOND
MB3052
MB3052
MB3052.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3052.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3052.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3052.COSE 1992
MB3052
MB3052; North East Scale Converg.
MB3052;SPC OH N - 171,563.310 677,913.256 0.99994212 +0 36 37.2 MT
MB3052;UTM 17 - 4,561,993.576 452,132.897 0.99962820 -0 22 34.1 MT
MB3052
MB3052
MB3052
MB3052_STATION MARK IS A SURVEY DISK
MB3052_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3052_THE MARK IS STAMPED: BO-118
MB3052
MB3052 HISTORY - Year Condition Recov. By
MB3052 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3052 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3052
MB3052 STATION DESCRIPTION
MB3052
MB3052'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3052'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.67 MILES
MB3052'NORTHWEST OF THE CITY OF AKRON.
MB3052'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3052'STATE ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.84 MILES TO ITS
MB3052'INTERSECTION WITH EVERETT ROAD, ROUTE 47. TURN LEFT AND PROCEED EAST
MB3052'ALONG EVERETT ROAD 2.94 MILES TO ITS INTERSECTION WITH RIVERVIEW ROAD.
MB3052'TURN LEFT AND PROCEED NORTH ALONG RIVERVIEW ROAD 0.21 MILES TO THE
MB3052'STATION ON THE LEFT.
MB3052'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3052'CONCRETE FLUSH WITH THE GROUND AND STAMPED BO-118. THE STATION IS
MB3052'27.0 FEET WEST FROM THE CENTERLINE OF RIVERVIEW ROAD, 21.0 FEET NORTH
MB3052'FROM THE NORTHWEST CORNER OF CONCRETE BURIED CABLE MARKER OH 007117,
MB3052'3.0 FEET SOUTH FROM A METAL WITNESS POST, AND 17.0 FEET EAST FROM THE
MB3052'CENTERLINE OF RAILROAD TIES. THE STATION IS 471.23 METERS FROM
MB3052'STATION BO-119.
|
|
|
|
|
|
|
|
|
|
|
|
2224121.0
|
562870.6875
|
0101000020960E00005E412234FCF74041B5283F416D2D2141
|
true
|
2011-01-12 08:42:00 -0500
|
false
|
41.2079009
|
-81.57095508055555555556
|
-81.5709550805555
|
41.2079008999998
|
2224120.40729539
|
562870.62743499
|
677913.255970147
|
171563.31036879
|
132
|
132
|
BO 119
|
MB3053
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 119
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 UNABLE TO LOCATE SCE - 2022 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
12
|
13.54073
|
N
|
81
|
34
|
19.87675
|
W
|
ADJUSTED
|
-33.87
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
171102.529
|
677814.754
|
0.99994195
|
+
|
0
|
36
|
34.3
|
|
MT
|
|
|
|
|
221.093
|
725.369
|
ADJUST
|
|
-0.12
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.67 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.84 MILES TO ITS
INTERSECTION WITH EVERETT ROAD, ROUTE 47. TURN LEFT AND PROCEED EAST
ALONG EVERETT ROAD 2.94 MILES TO ITS INTERSECTION WITH RIVERVIEW ROAD.
TURN RIGHT AND PROCEED SOUTH ALONG RIVERVIEW ROAD 275 FEET TO THE
STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX STAMPED
BO-119. THE STATION IS 13.0 FEET EAST FROM THE CENTERLINE OF
RIVERVIEW ROAD, 7.0 FEET WEST FROM A METAL WITNESS POST, AND 8.0 FEET
NORTHWEST FROM POLE NUMBER B0 830 6101 060. THE STATION IS 471.23
METERS FROM STATION BO-118.
2022 NOT RECOVERED, STAKED IN NEW PAVEMENT, NO SOUNDING
NOT GOOD FOR GPS
|
2021-12-05 00:00:00 -0500
|
SCE
|
UNABLE TO LOCATE
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3053 ***********************************************************************
MB3053 DESIGNATION - BO 119
MB3053 PID - MB3053
MB3053 STATE/COUNTY- OH/SUMMIT
MB3053
MB3053 HORZ DATUM - NAD 83(1986)
MB3053 VERT DATUM - NAVD 88
MB3053
MB3053 POSITION - 41 12 13.54073(N) 081 34 19.87675(W) ADJUSTED
MB3053 83 minus 27 - +00.19976 -00.57168 NADCON
MB3053
MB3053 HEIGHT - 221.093 (meters) 725.369 (feet) ADJUSTED
MB3053 ***********************************************************************
MB3053
MB3053 LAPLACE CORR- -0.12 DEFLEC90
MB3053 GEOID HEIGHT- -33.87 GEOID90
MB3053
MB3053
MB3053 HORZ ORDER - SECOND
MB3053 VERT ORDER - SECOND
MB3053
MB3053
MB3053.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB3053.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3053.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB3053.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3053.COSE 1992
MB3053
MB3053; North East Scale Converg.
MB3053;SPC OH N - 171,102.529 677,814.754 0.99994195 +0 36 34.3 MT
MB3053;UTM 17 - 4,561,534.702 452,026.510 0.99962832 -0 22 36.9 MT
MB3053
MB3053
MB3053
MB3053_STATION MARK IS A SURVEY DISK
MB3053_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3053_THE MARK IS STAMPED: BO-119
MB3053
MB3053 HISTORY - Year Condition Recov. By
MB3053 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3053 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3053
MB3053 STATION DESCRIPTION
MB3053
MB3053'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3053'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 9.67 MILES
MB3053'NORTHWEST OF THE CITY OF AKRON.
MB3053'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3053'STATE ROUTE 21 PROCEED SOUTH ALONG STATE ROUTE 21 1.84 MILES TO ITS
MB3053'INTERSECTION WITH EVERETT ROAD, ROUTE 47. TURN LEFT AND PROCEED EAST
MB3053'ALONG EVERETT ROAD 2.94 MILES TO ITS INTERSECTION WITH RIVERVIEW ROAD.
MB3053'TURN RIGHT AND PROCEED SOUTH ALONG RIVERVIEW ROAD 275 FEET TO THE
MB3053'STATION ON THE LEFT.
MB3053'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3053'CONCRETE BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX STAMPED
MB3053'BO-119. THE STATION IS 13.0 FEET EAST FROM THE CENTERLINE OF
MB3053'RIVERVIEW ROAD, 7.0 FEET WEST FROM A METAL WITNESS POST, AND 8.0 FEET
MB3053'NORTHWEST FROM POLE NUMBER 80 830 6101 060. THE STATION IS 471.23
MB3053'METERS FROM STATION BO-118.
|
|
|
|
|
|
|
|
|
|
|
|
2223796.75
|
561359.125
|
0101000020960E0000D096989E5AF74041410043C29D212141
|
true
|
2011-01-12 08:37:00 -0500
|
false
|
41.20376131388888888889
|
-81.57218798611111111111
|
-81.5721879861111
|
41.2037613138888
|
2223797.23903165
|
561358.879417427
|
677814.754086355
|
171102.528651472
|
133
|
133
|
BO 120
|
MB3054
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 120
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
13
|
54.35583
|
N
|
81
|
32
|
45.53595
|
W
|
ADJUSTED
|
-33.93
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992.
|
OH N
|
174235.969
|
679978.505
|
0.99994323
|
+
|
0
|
37
|
36.3
|
|
MT
|
|
|
|
|
217.204
|
712.611
|
ADJUST
|
|
0.31
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.64 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 303 PROCEED EAST ALONG STATE ROUTE 303 2.27 MILES TO ITS
INTERSECTION WITH AKRON PENINSULA ROAD. TURN RIGHT AND PROCEED SOUTH
ALONG AKRON PENINSULA ROAD 0.6 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
AND STAMPED BO-120. THE STATION IS 16.0 FEET EAST FROM THE CENTERLINE
OF AKRON PENINSULA ROAD, 43.0 FEET NORTHWEST FROM POLE NUMBER 4001020,
AND 4.0 FEET WEST FROM A METAL WITNESS POST AND IN THE PAVED BERM. THE STATION IS 505.32
METERS FROM STATION BO-104.
|
2019-06-30 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3054 ***********************************************************************
MB3054 DESIGNATION - BO 120
MB3054 PID - MB3054
MB3054 STATE/COUNTY- OH/SUMMIT
MB3054
MB3054 HORZ DATUM - NAD 83(1986)
MB3054 VERT DATUM - NAVD 88
MB3054
MB3054 POSITION - 41 13 54.35583(N) 081 32 45.53595(W) ADJUSTED
MB3054 83 minus 27 - +00.20055 -00.57822 NADCON
MB3054
MB3054 HEIGHT - 217.204 (meters) 712.611 (feet) ADJUSTED
MB3054 ***********************************************************************
MB3054
MB3054 LAPLACE CORR- 0.31 DEFLEC90
MB3054 GEOID HEIGHT- -33.93 GEOID90
MB3054
MB3054
MB3054 HORZ ORDER - THIRD
MB3054 VERT ORDER - SECOND
MB3054
MB3054
MB3054.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3054.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3054.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3054.COSE 1992.
MB3054
MB3054; North East Scale Converg.
MB3054;SPC OH N - 174,235.969 679,978.505 0.99994323 +0 37 36.3 MT
MB3054;UTM 17 - 4,564,629.447 454,243.190 0.99962577 -0 21 35.5 MT
MB3054
MB3054: Primary Azimuth Mark Grid Az
MB3054:SPC OH N - BO 104 176 54 30.6
MB3054:UTM 17 - BO 104 177 53 42.4
MB3054
MB3054|---------------------------------------------------------------------|
MB3054| Pid Reference Object Distance Geod. AZ |
MB3054| dddmmss.ss|
MB3054| MB3048 BO 104 APPROX. 0.5 KM 1773206.9 |
MB3054|---------------------------------------------------------------------|
MB3054
MB3054_STATION MARK IS A SURVEY DISK
MB3054_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3054_THE MARK IS STAMPED: BO-120
MB3054
MB3054 HISTORY - Year Condition Recov. By
MB3054 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3054 HISTORY - 1992 GOOD COSE
MB3054 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3054
MB3054 STATION DESCRIPTION
MB3054
MB3054'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3054'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 10.64 MILES
MB3054'NORTHWEST OF THE CITY OF AKRON.
MB3054'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3054'STATE ROUTE 303 PROCEED EAST ALONG STATE ROUTE 303 2.27 MILES TO ITS
MB3054'INTERSECTION WITH AKRON PENINSULA ROAD. TURN RIGHT AND PROCEED SOUTH
MB3054'ALONG AKRON PENINSULA ROAD 0.6 MILES TO THE STATION ON THE LEFT.
MB3054'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3054'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
MB3054'AND STAMPED BO-120. THE STATION IS 16.0 FEET EAST FROM THE CENTERLINE
MB3054'OF AKRON PENINSULA ROAD, 43.0 FEET NORTHWEST FROM POLE NUMBER 4001020,
MB3054'AND 4.0 FEET WEST FROM A METAL WITNESS POST. THE STATION IS 505.32
MB3054'METERS FROM STATION BO-104.
|
|
|
|
|
|
|
|
|
|
|
|
2230896.0
|
571639.25
|
0101000020960E0000297C741238054141D48DFE58EE712141
|
true
|
2011-01-12 08:33:00 -0500
|
false
|
41.23176550833333333334
|
-81.54598220833333333333
|
-81.5459822083333
|
41.2317655083332
|
2230896.14417984
|
571639.173817093
|
679978.504703024
|
174235.968651372
|
140
|
140
|
CP 106
|
CE0513
|
OH
|
Summit
|
Wadsworth
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 106
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 1998 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2006 - GOOD COSEHISTORY - 2010 - GOOD GBCHISTORY - 2011 - GOOD COSE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
7
|
16.37
|
N
|
81
|
38
|
17.26
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
313.771
|
1029.43
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG CLEVELAND-MASSILLON ROAD
72.0' SOUTH OF THE CENTERLINE OF PAVEMENT OF ROTHROCK RD,
27.6' WEST OF CENTERLINE OF PAVEMENT OF CLEVELAND-MASSILLON
RD, 14' SOUTH OF LIGHT POLE CP-3979, 28' NORTHEAST OF THE NORTH
END OF A CYCLONE FENCE.
GOOD FOR GPS.
|
2018-08-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE0513 *********************************************************************
CE0513 DESIGNATION - CP-106
CE0513 PID - CE0513
CE0513 STATE/COUNTY- OH/SUMMIT
CE0513
CE0513 HORZ DATUM - NAD 83(1986)
CE0513 VERT DATUM - NAVD 88
CE0513
CE0513 POSITION - 41 07 16.37 (N) 081 38 17.26 (W) SCALED
CE0513 83 MINUS 27 -
CE0513
CE0513 HEIGHT - 313.771 (meters) 1029.430 (feet) ADJUST
CE0513 88 MINUS 29 -
CE0513 *********************************************************************
CE0513
CE0513 VERT ORDER - SECOND
CE0513
CE0513 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE0513 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE0513 BY DIFFERENTIAL LEVELING COSE 1990.
CE0513
CE0513_STATION MARK IS A SURVEY DISK
CE0513_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE0513_THE MARK IS STAMPED: CP-106
CE0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0513+STABILITY: SURFACE MOTION
CE0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE0513+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE0513
CE0513 HISTORY - Year Condition Recov. By
CE0513 HISTORY - 1996 - GOOD COSE
CE0513 HISTORY - 1998 - GOOD COSE
CE0513 STATION DESCRIPTION
CE0513
CE0513 DESCRIBED BY COSE
CE0513 THE STATION IS LOCATED ALONG CLEVELAND-MASSILLON ROAD
CE0513 72.0' SOUTH OF CENTERLINE OF PAVEMENT OF ROTHROCK
CE0513 SPUR (C.H. 202) 27.6' WEST OF CENTERLINE OF PAVEMENT
CE0513 OF CLEVELAND-MASSILLON ROAD 28.0' SOUTH OF A STREET
CE0513 LIGHT 18.0' NORTH OF THE NORTHEASTERN CORNER OF A
CE0513 CYCLONE FENCE 28.0' NORTHEAST OF THE NORTHWEST CORNER
CE0513 OF THE CYCLONE FENCE 3.0' SOUTH OF A METAL WITNESS
CE0513 POST.
CE0513
|
|
|
|
|
|
|
|
|
|
|
|
2205951.0
|
531105.0
|
0101000020960E0000DFEE97837FD440415A6A690A36352041
|
true
|
2011-02-01 03:13:00 -0500
|
false
|
41.12121388888888888889
|
-81.63812777777777777777
|
-81.6381277777778
|
41.1212138888887
|
2205951.02807413
|
531099.020335506
|
672375.218107431
|
161879.305156855
|
143
|
143
|
C 178
|
KY1640
|
OH
|
Summit
|
|
NGS
|
1953-12-31 19:00:00 -0500
|
Disk
|
C 178 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1967 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
54
|
55.0
|
N
|
81
|
38
|
26.0
|
W
|
SCALED
|
-33.35
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
289.433
|
949.58
|
ADJUST
|
|
|
|
|
|
|
|
980172.1
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
ABOUT 0.5 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
FROM THE SWITCH TOWER AT WARWICK, ABOUT 0.15 MILE SOUTH OF A
BLACK TOPPED ROAD CROSSING, ABOUT 1 RAIL NORTH OF MILEPOST
107-35, SET ON THE TOP OF THE WEST CORNER OF THE SECOND STEP
DOWN FOR THE NORTHWEST STONE WING WALL OF THE RAILROAD BRIDGE
OVER CHIPPEWA CREEK, 9.7 FEET WEST OF THE WEST RAIL OF THE
WEST TRACK AND 3 FEET BELOW THE LEVEL OF THE TRACK. IN SECTION
31, R 10 W, T 2 N. NOTE-- MARK MAY ALSO BE REACHED BY GOING
2.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
FROM THE CROSSING OF STATE HIGHWAY 93 AT CANAL FULTON, STARK
COUNTY, OHIO.
NEW MONUMENT HAS BEEN SET C-178 RESET IN NEW BRIDGE.
|
2000-04-10 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1640 ***********************************************************************
KY1640 DESIGNATION - C 178
KY1640 PID - KY1640
KY1640 STATE/COUNTY- OH/SUMMIT
KY1640
KY1640 HORZ DATUM - NAD 83(1986)
KY1640 VERT DATUM - NAVD 88
KY1640
KY1640 POSITION - 40 54 55. (N) 081 38 26. (W) SCALED
KY1640 83 minus 27 - +00. -01. SCALED
KY1640
KY1640 HEIGHT - 289.433 (meters) 949.58 (feet) ADJUST
KY1640 88 minus 29 -0.20 ADJ UNCHK
KY1640 ***********************************************************************
KY1640
KY1640 GEOID HEIGHT- -33.35 GEOID90
KY1640 MODELED GRAV- 980,172.1 NAVD88
KY1640
KY1640
KY1640 VERT ORDER - SECOND CLASS 0
KY1640
KY1640
KY1640.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1640.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1640.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1640
KY1640
KY1640
KY1640
KY1640_STATION MARK IS A BENCH MARK DISK
KY1640_WITH SETTING: SET IN A LIGHT STRUCTURE
KY1640_THE MARK IS STAMPED: C 178 1954
KY1640
KY1640 HISTORY - Year Condition Recov. By
KY1640 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY1640 HISTORY - 1967 GOOD NATIONAL GEODETIC SURVEY
KY1640 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
KY1640
KY1640 STATION DESCRIPTION
KY1640
KY1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
KY1640'ABOUT 0.5 MILE SOUTHEAST ALONG THE BALTIMORE AND OHIO RAILROAD
KY1640'FROM THE SWITCH TOWER AT WARWICK, ABOUT 0.15 MILE SOUTH OF A
KY1640'BLACK TOPPED ROAD CROSSING, ABOUT 1 RAIL NORTH OF MILEPOST
KY1640'107-35, SET ON THE TOP OF THE WEST CORNER OF THE SECOND STEP
KY1640'DOWN FOR THE NORTHWEST STONE WING WALL OF THE RAILROAD BRIDGE
KY1640'OVER CHIPPEWA CREEK, 9.7 FEET WEST OF THE WEST RAIL OF THE
KY1640'WEST TRACK AND 3 FEET BELOW THE LEVEL OF THE TRACK. IN SECTION
KY1640'31, R 10 W, T 2 N. NOTE-- MARK MAY ALSO BE REACHED BY GOING
KY1640'2.9 MILES NORTHWEST ALONG THE BALTIMORE AND OHIO RAILROAD
KY1640'FROM THE CROSSING OF STATE HIGHWAY 93 AT CANAL FULTON, STARK
KY1640'COUNTY, OHIO.
|
|
|
|
|
|
|
|
|
|
|
|
2206070.0
|
456110.0
|
0101000020960E0000CCE75AC3A2D44041A73604870ED61B41
|
false
|
2005-03-25 09:33:00 -0500
|
false
|
40.91527777777777777778
|
-81.64055555555555555555
|
-81.6405555555556
|
40.9152777777776
|
2206021.52621171
|
456067.631852011
|
672396.705982742
|
139009.69220786
|
159
|
159
|
HU 108
|
CE1062
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
HU 108
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - GOOD COSE
HISTORY - 2004 GOOD SCE
HISTORY - 2014 UNABLE TO LOCATED SCE
|
NAD 83(1986)
|
|
false
|
41
|
15
|
53.48
|
N
|
81
|
26
|
25.33
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
325.836
|
1069.012
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED ALONG S.R. 91 27.0' SOUTH OF
EXTENDED CENTERLINE OF PAVEMENT OF HINES HILL ROAD
29.0' EAST OF CENTERLINE OF PAVEMENT OF S.R. 91 AND
37.5' SOUTH OF A DRIVE LEADING TO HOUSE #7321 14.5'
NORTHWEST OF A 44" WILLOW TREE 97.0' NORTH OF
TELEPHONE POLE #100024.
|
2014-04-01 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1062 *********************************************************************
CE1062 DESIGNATION - HU-108
CE1062 PID - CE1062
CE1062 STATE/COUNTY- OH/SUMMIT
CE1062
CE1062 HORZ DATUM - NAD 83(1986)
CE1062 VERT DATUM - NAVD 88
CE1062
CE1062 POSITION - 41 15 53.48 (N) 081 26 25.33 (W) SCALED
CE1062 83 MINUS 27 -
CE1062
CE1062 HEIGHT - 325.836 (meters) 1069.012 (feet) ADJUST
CE1062 88 MINUS 29 -
CE1062 *********************************************************************
CE1062
CE1062 VERT ORDER - SECOND
CE1062
CE1062 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1062 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1062 BY DIFFERENTIAL LEVELING COSE 1990.
CE1062
CE1062_STATION MARK IS A SURVEY DISK
CE1062_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1062_THE MARK IS STAMPED: HU-108
CE1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1062+STABILITY: SURFACE MOTION
CE1062_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1062+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1062
CE1062 HISTORY - Year Condition Recov. By
CE1062 HISTORY - 1996 - GOOD COSE
CE1062 STATION DESCRIPTION
CE1062
CE1062 DESCRIBED BY COSE
CE1062 THE STATION IS LOCATED ALONG S.R. 91 27.0' SOUTH OF
CE1062 EXTENDED CENTERLINE OF PAVEMENT OF HINES HILL ROAD
CE1062 29.0' EAST OF CENTERLINE OF PAVEMENT OF S.R. 91 AND
CE1062 37.5' SOUTH OF A DRIVE LEADING TO HOUSE #7321 14.5'
CE1062 NORTHWEST OF A 44" WILLOW TREE 97.0' NORTH OF
CE1062 TELEPHONE POLE #100024.
CE1062
|
|
|
|
|
|
|
|
|
|
|
|
2259822.25
|
583981.0625
|
0101000020960E0000FB93A331AA3D4141488F1D9CBBD22141
|
true
|
2014-04-02 10:39:00 -0400
|
false
|
41.26485555555555555556
|
-81.44036944444444444444
|
-81.4403694444444
|
41.2648555555554
|
2259796.38780451
|
584029.804913023
|
688787.316577446
|
178012.640562755
|
160
|
160
|
HU 115
|
CE1066
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 115
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
14
|
23.67
|
N
|
81
|
26
|
6.65
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
330.255
|
1083.511
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF S.R. 303 AND OVIATT STREET, 18.5' SOUTH OF THE CENTERLINE OF PAVEMENT OF S.R. 303 AND 41.0' WEST OF CENTERLINE OF PAVEMENT OF OVIATT STREET IN A 7" ROUND BOX.
5.2' SOUTH OFF BACK OF CURB.
|
2017-10-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1066 *********************************************************************
CE1066 DESIGNATION - HU-115
CE1066 PID - CE1066
CE1066 STATE/COUNTY- OH/SUMMIT
CE1066
CE1066 HORZ DATUM - NAD 83(1986)
CE1066 VERT DATUM - NAVD 88
CE1066
CE1066 POSITION - 41 14 23.67 (N) 081 26 06.65 (W) SCALED
CE1066 83 MINUS 27 -
CE1066
CE1066 HEIGHT - 330.255 (meters) 1083.511 (feet) ADJUST
CE1066 88 MINUS 29 -
CE1066 *********************************************************************
CE1066
CE1066 VERT ORDER - SECOND
CE1066
CE1066 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1066 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1066 BY DIFFERENTIAL LEVELING COSE 1990.
CE1066
CE1066_STATION MARK IS A SURVEY DISK
CE1066_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1066_THE MARK IS STAMPED: HU-115
CE1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1066+STABILITY: SURFACE MOTION
CE1066_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1066+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1066
CE1066 HISTORY - Year Condition Recov. By
CE1066 HISTORY - 1996 - GOOD COSE
CE1066 STATION DESCRIPTION
CE1066
CE1066 DESCRIBED BY COSE
CE1066 THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF
CE1066 S.R. 303 AND OVIATT STREET 18.5' SOUTH OF THE
CE1066 CENTERLINE OF PAVEMENT OF S.R. 303 AND 41.0'
CE1066 WEST OF CENTERLINE OF PAVEMENT OF OVIATT STREET
CE1066 IN A 7" ROUND IRON BOX
CE1066
|
|
|
|
|
|
|
|
|
|
|
|
2261330.0
|
574950.0
|
0101000020960E00000363D8DDAA4041417B794BEADC8B2141
|
true
|
2013-08-19 09:00:00 -0400
|
false
|
41.23990833333333333333
|
-81.43518055555555555555
|
-81.4351805555556
|
41.2399083333332
|
2261333.7331661
|
574958.457607075
|
689255.900380827
|
175247.688373996
|
177
|
177
|
HU 101
|
CE1059
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 101
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2001 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE 2016 DESTROYED - 2022 NOT RECOVERED - DUE TO NEW CONSTRUCTION
|
NAD 83(1986)
|
|
false
|
41
|
12
|
9.0
|
N
|
81
|
26
|
24.85
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
327.468
|
1074.369
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED ALONG S.R. 91 160.0' SOUTH
OF CENTERLINE OF PAVEMENT OF NORTON ROAD 49.0'
EAST OF CENTERLINE OF PAVEMENT OF S.R. 91 31.0'
WEST NORTHWEST OF A TELEPHONE POWER POLE #ST4357
64.0' SOUTH SOUTHWEST OF A TELEPHONE POWER POLE
AND 4' EAST OF A SIDEWALK IN ROUND MONUMENT BOX.
NOT RECOVERED 2022, NEW SIDEWALK
|
2021-12-07 00:00:00 -0500
|
City of Stow
|
Destroyed
|
no
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1059 *********************************************************************
CE1059 DESIGNATION - HU-101
CE1059 PID - CE1059
CE1059 STATE/COUNTY- OH/SUMMIT
CE1059
CE1059 HORZ DATUM - NAD 83(1986)
CE1059 VERT DATUM - NAVD 88
CE1059
CE1059 POSITION - 41 12 09.00 (N) 081 26 24.85 (W) SCALED
CE1059 83 MINUS 27 -
CE1059
CE1059 HEIGHT - 327.468 (meters) 1074.369 (feet) ADJUST
CE1059 88 MINUS 29 -
CE1059 *********************************************************************
CE1059
CE1059 VERT ORDER - SECOND
CE1059
CE1059 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1059 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1059 BY DIFFERENTIAL LEVELING COSE 1990.
CE1059
CE1059_STATION MARK IS A SURVEY DISK
CE1059_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1059_THE MARK IS STAMPED: HU-101
CE1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1059+STABILITY: SURFACE MOTION
CE1059_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1059+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1059
CE1059 HISTORY - Year Condition Recov. By
CE1059 HISTORY - 1996 - GOOD COSE
CE1059 STATION DESCRIPTION
CE1059
CE1059 DESCRIBED BY COSE
CE1059 THE STATION IS LOCATED ALONG S.R. 91 160.0' SOUTH
CE1059 OF CENTERLINE OF PAVEMENT OF NORTON ROAD 49.0'
CE1059 EAST OF CENTERLINE OF PAVEMENT OF S.R. 91 31.0'
CE1059 WEST NORTHWEST OF A TELEPHONE POWER POLE ST4537
CE1059 64.0' SOUTH SOUTHWEST OF A TELEPHONE POWER POLE
CE1059 3.0' FROM A METAL WITNESS POST.
CE1059
|
|
|
|
|
|
|
|
|
|
|
|
2260110.0
|
561313.625
|
0101000020960E0000358F0D8C463E41419D14412A42212141
|
false
|
2016-08-04 09:02:00 -0400
|
false
|
41.2025
|
-81.44023611111111111111
|
-81.4402361111111
|
41.2024999999999
|
2260109.0941638
|
561313.082527775
|
688882.629666386
|
171088.569731588
|
178
|
178
|
HU 105
|
CE1060
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 105
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 - GOOD SCEHISTORY - 2013 - GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
13
|
46.77
|
N
|
81
|
26
|
25.07
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
340.86
|
1118.305
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED ALONG S.R. 91 BETWEEN
COLONY DRIVE AND JOHN CLARK LANE 59.0' NORTH OF
CENTERLINE OF PAVEMENT OF COLONY DRIVE AND 27.0'
EAST OF CENTERLINE OF PAVEMENT OF S.R. 91. 23.0' NORTH
OF NORTHEAST CORNER OF BRICK ENTRY WAY TO COLONY
DRIVE 10.0' SOUTH SOUTHEAST OF 24" OAK TREE IN LINE
WITH THE SOUTH LINE OF HOUSE #249 S.R. 91.
|
2022-01-26 00:00:00 -0500
|
SCE
|
Good
|
GOOD
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1060 *********************************************************************
CE1060 DESIGNATION - HU-105
CE1060 PID - CE1060
CE1060 STATE/COUNTY- OH/SUMMIT
CE1060
CE1060 HORZ DATUM - NAD 83(1986)
CE1060 VERT DATUM - NAVD 88
CE1060
CE1060 POSITION - 41 13 46.77 (N) 081 26 25.07 (W) SCALED
CE1060 83 MINUS 27 -
CE1060
CE1060 HEIGHT - 340.860 (meters) 1118.305 (feet) ADJUST
CE1060 88 MINUS 29 -
CE1060 *********************************************************************
CE1060
CE1060 VERT ORDER - SECOND
CE1060
CE1060 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1060 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1060 BY DIFFERENTIAL LEVELING COSE 1990.
CE1060
CE1060_STATION MARK IS A SURVEY DISK
CE1060_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1060_THE MARK IS STAMPED: HU-105
CE1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1060+STABILITY: SURFACE MOTION
CE1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1060+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1060
CE1060 HISTORY - Year Condition Recov. By
CE1060 HISTORY - 1996 - GOOD COSE
CE1060 STATION DESCRIPTION
CE1060
CE1060 DESCRIBED BY COSE
CE1060 THE STATION IS LOCATED ALONG S.R. 91 BETWEEN
CE1060 COLONY DRIVE AND JOHN CLARK LANE 59.0' NORTH OF
CE1060 CENTERLINE OF PAVEMENT OF COLONY DRIVE AND 27.0'
CE1060 EAST OF CENTERLINE OF PAVEMENT OF S.R. 91. 23.0' NORTH
CE1060 OF NORTHEAST CORNER OF BRICK ENTRY WAY TO COLONY
CE1060 DRIVE 10.0' SOUTH SOUTHEAST OF 24" OAK TREE IN LINE
CE1060 WITH THE SOUTH LINE OF HOUSE #249 S.R. 91.
CE1060
|
|
|
|
|
|
|
|
|
|
|
|
2259978.5
|
571128.5625
|
0101000020960E00000BA6ED06023E4141F20A23258E6E2141
|
true
|
2013-08-14 09:04:00 -0400
|
false
|
41.22965833333333333334
|
-81.44029722222222222222
|
-81.4402972222222
|
41.2296583333332
|
2259972.05412746
|
571207.07253298
|
688840.859779769
|
174104.263916563
|
179
|
179
|
HU 106
|
CE1061
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 106
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 GOOD SCEHISTORY - 2013 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
14
|
51.31
|
N
|
81
|
26
|
25.11
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
335.315
|
1100.111
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF
S.R. 91 AND EAST PROSPECT STREET 28.0' EAST OF THE
CENTERLINE OF PAVEMENT OF S.R. 91 AND 51.0' SOUTH OF
THE CENTERLINE OF PAVEMENT OF EAST PROSPECT STREET.
44.0' SOUTH OF A SANITARY MANHOLE IN PROSPECT STREET
2.5' SOUTH OF THE END OF A SIDEWALK
|
2017-09-05 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1061 *********************************************************************
CE1061 DESIGNATION - HU-106
CE1061 PID - CE1061
CE1061 STATE/COUNTY- OH/SUMMIT
CE1061
CE1061 HORZ DATUM - NAD 83(1986)
CE1061 VERT DATUM - NAVD 88
CE1061
CE1061 POSITION - 41 14 51.31 (N) 081 26 25.11 (W) SCALED
CE1061 83 MINUS 27 -
CE1061
CE1061 HEIGHT - 335.315 (meters) 1100.111 (feet) ADJUST
CE1061 88 MINUS 29 -
CE1061 *********************************************************************
CE1061
CE1061 VERT ORDER - SECOND
CE1061
CE1061 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1061 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1061 BY DIFFERENTIAL LEVELING COSE 1990.
CE1061
CE1061_STATION MARK IS A SURVEY DISK
CE1061_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1061_THE MARK IS STAMPED: HU-106
CE1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1061+STABILITY: SURFACE MOTION
CE1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1061+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1061
CE1061 HISTORY - Year Condition Recov. By
CE1061 HISTORY - 1996 - GOOD COSE
CE1061 STATION DESCRIPTION
CE1061
CE1061 DESCRIBED BY COSE
CE1061 THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF
CE1061 S.R. 91 AND EAST PROSPECT STREET 28.0' EAST OF THE
CE1061 CENTERLINE OF PAVEMENT OF S.R. 91 AND 51.0' SOUTH OF
CE1061 THE CENTERLINE OF PAVEMENT OF EAST PROSPECT STREET.
CE1061 44.0' SOUTH OF A SANITARY MANHOLE IN PROSPECT STREET
CE1061 75.4' WEST NORTHWEST OF THE NORTHWEST CORNER OF A
CE1061 TENNIS COURT.
CE1061
|
|
|
|
|
|
|
|
|
|
|
|
2259898.5
|
577707.6875
|
0101000020960E00008AD854D1D83D4141444574DC94A12141
|
true
|
2013-08-16 10:01:00 -0400
|
false
|
41.24758611111111111111
|
-81.44030833333333333333
|
-81.4403083333333
|
41.247586111111
|
2259889.63540179
|
577738.430574574
|
688815.738501943
|
176095.025829166
|
196
|
196
|
HU 109
|
CE1063
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
HU 109
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - GOOD COSE
HISTORY - 2004 GOOD SCE
HISTORY - 2014 UNABLE TO LOCATED SCE
|
NAD 83(1986)
|
|
false
|
41
|
16
|
9.62
|
N
|
81
|
26
|
25.38
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
349.158
|
1145.528
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF S.R.
91 AND MIDDLETON ROAD 87.0' SOUTH OF THE CENTERLINE OF
PAVEMENT OF MIDDLETON ROAD 36.0' EAST OF CENTERLINE OF
PAVEMENT OF S.R. 91 AND 3.0' NORTH OF A POWER
TELEPHONE POLE #1000-135.
|
2014-04-01 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1063 *********************************************************************
CE1063 DESIGNATION - HU-109
CE1063 PID - CE1063
CE1063 STATE/COUNTY- OH/SUMMIT
CE1063
CE1063 HORZ DATUM - NAD 83(1986)
CE1063 VERT DATUM - NAVD 88
CE1063
CE1063 POSITION - 41 16 09.62 (N) 081 26 25.38 (W) SCALED
CE1063 83 MINUS 27 -
CE1063
CE1063 HEIGHT - 349.158 (meters) 1145.528 (feet) ADJUST
CE1063 88 MINUS 29 -
CE1063 *********************************************************************
CE1063
CE1063 VERT ORDER - SECOND
CE1063
CE1063 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1063 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1063 BY DIFFERENTIAL LEVELING COSE 1990.
CE1063
CE1063_STATION MARK IS A SURVEY DISK
CE1063_WITH SETTING: SET IN TOP OF CONCRETE R/W MONUMENT (ROUND)
CE1063_THE MARK IS STAMPED: NO STAMP
CE1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1063+STABILITY: SURFACE MOTION
CE1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1063+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1063
CE1063 HISTORY - Year Condition Recov. By
CE1063 HISTORY - 1996 - GOOD COSE
CE1063 STATION DESCRIPTION
CE1063
CE1063 DESCRIBED BY COSE
CE1063 THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF S.R.
CE1063 91 AND MIDDLETON ROAD 87.0' SOUTH OF THE CENTERLINE OF
CE1063 PAVEMENT OF MIDDLETON ROAD 36.0' EAST OF CENTERLINE OF
CE1063 PAVEMENT OF S.R. 91 AND 3.0' NORTH OF A POWER
CE1063 TELEPHONE POLE #1000-135.
CE1063
|
|
|
|
|
|
|
|
|
|
|
|
2259802.75
|
585600.125
|
0101000020960E00004F95B65C9E3D41411D20833F7EDF2141
|
true
|
2014-04-02 10:39:00 -0400
|
false
|
41.26933888888888888889
|
-81.44038333333333333333
|
-81.4403833333333
|
41.2693388888887
|
2259772.724322
|
585663.124047283
|
688780.103933553
|
178510.477230548
|
197
|
197
|
HU 110
|
CE1064
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 110
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW - 2022 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
16
|
34.28
|
N
|
81
|
26
|
26.17
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
347.595
|
1140.402
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED ALONG S.R. 91, 19.0' SOUTH OF EXTENDED CENTERLINE OF PAVEMENT OF PARTRIDGE MEADOWS DRIVE, 25.0' WEST OF CENTERLINE OF PAVEMENT
OF S.R. 91, 49.5' SOUTH OF CENTERLINE OF A DRIVE LEADING TO HOUSE #7738 AND 2.0' EAST FROM A METAL WITNESS POST, 27.3' NORTH NORTHEAST OF A POWER TELEPHONE LIGHT POLE #100550.
NOT RECOVERED 2022, NEW SIDEWALK
|
2021-12-07 00:00:00 -0500
|
SCE
|
NOT RECOVERED
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1064 *********************************************************************
CE1064 DESIGNATION - HU-110
CE1064 PID - CE1064
CE1064 STATE/COUNTY- OH/SUMMIT
CE1064
CE1064 HORZ DATUM - NAD 83(1986)
CE1064 VERT DATUM - NAVD 88
CE1064
CE1064 POSITION - 41 16 34.28 (N) 081 26 26.17 (W) SCALED
CE1064 83 MINUS 27 -
CE1064
CE1064 HEIGHT - 347.595 (meters) 1140.402 (feet) ADJUST
CE1064 88 MINUS 29 -
CE1064 *********************************************************************
CE1064
CE1064 VERT ORDER - SECOND
CE1064
CE1064 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1064 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1064 BY DIFFERENTIAL LEVELING COSE 1990.
CE1064
CE1064_STATION MARK IS A SURVEY DISK
CE1064_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1064_THE MARK IS STAMPED: HU-110
CE1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1064+STABILITY: SURFACE MOTION
CE1064_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1064+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1064
CE1064 HISTORY - Year Condition Recov. By
CE1064 HISTORY - 1996 - GOOD COSE
CE1064 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1064 STATION DESCRIPTION
CE1064
CE1064 DESCRIBED BY COSE
CE1064 THE STATION IS LOCATED ALONG S.R. 91 19.0' SOUTH OF
CE1064 EXTENDED CENTERLINE OF PAVEMENT OF PARTRIDGE
CE1064 MEADOWS DRIVE 25.0' WEST OF CENTERLINE OF PAVEMENT
CE1064 OF S.R. 91 49.5' SOUTH OF CENTERLINE OF A DRIVE
CE1064 LEADING TO HOUSE #7738 AND 2.0' EAST FROM A METAL
CE1064 WITNESS POST 27.3' NORTH NORTHEAST OF A POWER
CE1064 TELEPHONE LIGHT POLE #100550
CE1064
|
|
|
|
|
|
|
|
|
|
|
|
2259696.5
|
588130.0
|
0101000020960E00001448810B713D4141744E3AF7FBF22141
|
true
|
2011-02-16 06:25:00 -0500
|
false
|
41.27618888888888888889
|
-81.44060277777777777777
|
-81.4406027777778
|
41.2761888888887
|
2259682.08988286
|
588157.982866718
|
688752.478501252
|
179270.911719583
|
198
|
198
|
HU 114
|
CE1065
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 114
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
14
|
24.42
|
N
|
81
|
25
|
27.91
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
343.548
|
1127.125
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED AT THE NORTHWEST ANGLE OF S.R. 303 AND NORTH HAYDEN PARKWAY 75.0' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 303 AND 26.0' WEST OF CENTERLINE OF PAVEMENT OF NORTH HAYDEN PARKWAY IN A 7" ROUND IRON BOX. 2' WEST OF WEST EDGE OF SIDEWALK.
|
2022-01-27 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1065 *********************************************************************
CE1065 DESIGNATION - HU-114
CE1065 PID - CE1065
CE1065 STATE/COUNTY- OH/SUMMIT
CE1065
CE1065 HORZ DATUM - NAD 83(1986)
CE1065 VERT DATUM - NAVD 88
CE1065
CE1065 POSITION - 41 14 24.42 (N) 081 25 27.91 (W) SCALED
CE1065 83 MINUS 27 -
CE1065
CE1065 HEIGHT - 343.548 (meters) 1127.125 (feet) ADJUST
CE1065 88 MINUS 29 -
CE1065 *********************************************************************
CE1065
CE1065 VERT ORDER - SECOND
CE1065
CE1065 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1065 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1065 BY DIFFERENTIAL LEVELING COSE 1990.
CE1065
CE1065_STATION MARK IS A SURVEY DISK
CE1065_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1065_THE MARK IS STAMPED: HU-114
CE1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1065+STABILITY: SURFACE MOTION
CE1065_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1065+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1065
CE1065 HISTORY - Year Condition Recov. By
CE1065 HISTORY - 1996 - GOOD COSE
CE1065 STATION DESCRIPTION
CE1065
CE1065 DESCRIBED BY COSE
CE1065 THE STATION IS LOCATED AT THE NORTHWEST ANGLE OF
CE1065 S.R. 303 AND NORTH HAYDEN PARKWAY 75.0' NORTH OF
CE1065 CENTERLINE OF PAVEMENT OF S.R. 303 AND 26.0'
CE1065 WEST OF CENTERLINE OF PAVEMENT OF NORTH HAYDEN
CE1065 PARKWAY IN A 7" ROUND IRON BOX.
CE1065
|
|
|
|
|
|
|
|
|
|
|
|
2264362.75
|
575029.625
|
0101000020960E0000D2B8E004724641414EF39857BD8C2141
|
true
|
2013-08-16 10:09:00 -0400
|
false
|
41.24011666666666666666
|
-81.42441944444444444445
|
-81.4244194444444
|
41.2401166666665
|
2264292.03810797
|
575070.671088794
|
690157.593530496
|
175281.891111629
|
204
|
204
|
RI 111
|
CE0502
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 111
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2005 - GOOD COSEHISTORY - 2011 - GOOD COSE - 2022 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
22.3605
|
N
|
81
|
39
|
41.23273
|
W
|
ADJUSTED
|
-33.76
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling by COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175000.33
|
670290.17
|
0.9999436
|
+
|
0
|
33
|
3.1
|
|
MT
|
C
|
|
|
|
382.529
|
1255.013
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303, 180.0' WEST OF CENTERLINE OF PAVEMENT OF SOUTHERN ROAD, 23.5' SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303, 30.5' WEST OF A TELEPHONE POWER POLE #6000010, 15.0' EAST NORTHEAST OF A FOUR RAIL FENCE CORNER, 87.7' NORTHWEST OF THE NORTHWEST CORNER OF A BRICK FARMHOUSE ADDRESS 4820.
|
2022-01-04 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE0502 *********************************************************************
CE0502 DESIGNATION - RI-111
CE0502 PID - CE0502
CE0502 STATE/COUNTY- OH/SUMMIT
CE0502
CE0502 HORZ DATUM - NAD 83(1986)
CE0502 VERT DATUM - NAVD 88
CE0502
CE0502 POSITION - 41 14 22.36050(N) 081 39 41.23273(W) ADJUSTED
CE0502 83 MINUS 27 -
CE0502
CE0502 HEIGHT - 382.529 (meters) 1255.013 (feet) ADJUSTED
CE0502 88 MINUS 29 -
CE0502 *********************************************************************
CE0502
CE0502 GEOID HEIGHT- -33.762
CE0502
CE0502 HORZ ORDER - SECOND CLASS I
CE0502 VERT ORDER - SECOND
CE0502
CE0502.The horizontal coordinates were established by GPS observations
CE0502.and adjusted by Woolpert in March 1997.
CE0502
CE0502.The orthometric height was determined by differential leveling
CE0502.by COSE 1990.
CE0502
CE0502.The geoid height was determined by GEOID93.
CE0502
CE0502;SPC OH N - 175000.330 670290.170 0.99994360 +0 33 03.18 MT
CE0502;SPC OH N - 574146.916 2199110.333 US SURVEY FEET
CE0502
CE0502_STATION MARK IS A SURVEY DISK
CE0502_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE0502_THE MARK IS STAMPED: RI-111
CE0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0502+STABILITY: SURFACE MOTION
CE0502_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE0502+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE0502
CE0502 HISTORY - Year Condition Recov. By
CE0502 HISTORY - 1996 - GOOD COSE
CE0502 HISTORY - 2000 - GOOD COSE
CE0502 STATION DESCRIPTION
CE0502
CE0502 DESCRIBED BY COSE
CE0502 THE STATION IS LOCATED ALONG S.R. 303 180.0' WEST
CE0502 OF CENTERLINE OF PAVEMENT OF SOUTHERN ROAD 23.5'
CE0502 SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303 30.5'
CE0502 WEST OF A TELEPHONE POWER POLE #6000010 15.0' EAST
CE0502 NORTHEAST OF A FOUR RAIL FENCE CORNER 87.7'
CE0502 NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
CE0502 FARMHOUSE.
|
|
|
|
|
|
|
|
|
|
|
|
2199110.5
|
574146.6875
|
0101000020960E000028217D2A23C7404163D829D485852141
|
true
|
2011-03-11 08:17:00 -0500
|
false
|
41.23954458333333333333
|
-81.66145353611111111111
|
-81.6614535361111
|
41.2395445833332
|
2199110.33194365
|
574146.914381754
|
670290.169756764
|
175000.3295042
|
205
|
205
|
RI 110
|
CE0503
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 110
|
Summit County Engineer
|
1996-02-11 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2011 - GOOD COSE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
24.08552
|
N
|
81
|
39
|
18.04086
|
W
|
ADJUSTED
|
-33.76
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175058.752
|
670829.646
|
0.9999437
|
+
|
0
|
33
|
18.4
|
|
MT
|
C
|
|
|
|
388.403
|
1274.284
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE NORTHWEST ANGLE OF S.R. 303 AND S.R.
176 IN FRONT OF THE STANCATOS CAFÉ, 28.3' SOUTHWEST OF
PAVEMENT OF S.R. 176. 38' NORTHEAST FROM A FLAGPOLE, 63' NORTHWEST
OF A TELEPHONE POLE #8000001, 5.5' SOUTHWEST FROM THE CURB OF S.R.
176. IN A ROUND IRON BOX.
|
2022-01-03 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 12 1996
CE0503 ***********************************************************************
CE0503 DESIGNATION - RI-110
CE0503 PID - CE0503
CE0503 STATE/COUNTY- OH/SUMMIT
CE0503 USGS QUAD -
CE0503
CE0503 HORZ DATUM - NAD 83(1986)
CE0503 VERT DATUM - NAVD 88
CE0503
CE0503 POSITION - 41 14 24.08552(N) 081 39 18.04086(W) ADJUSTED
CE0503 83 minus 27 -
CE0503
CE0503 HEIGHT - 388.403 (meters) 1274.284 (feet) ADJUSTED
CE0503 88 minus 29 -
CE0503 ***********************************************************************
CE0503 LAPLACE CORR-
CE0503 GEOID HEIGHT- -33.765
CE0503
CE0503 HORZ ORDER - SECOND CLASS I
CE0503 VERT ORDER - SECOND
CE0503
CE0503.The horizontal coordinates were established by GPS observations
CE0503.and adjusted by Woolpert in March 1997.
CE0503
CE0503.The orthometric height was determined by differential leveling COSE 1990.
CE0503
CE0503
CE0503.The geoid height was determined by GEOID93.
CE0503
CE0503; North East Scale Converg.
CE0503;SPC OH N - 175058.752 670829.646 0.99994370 +0 33 18.41 MT
CE0503;SPC OH N - 574338.589 2200880.264 US SURVEY FEET
CE0503
CE0503_STATION MARK IS A SURVEY DISK
CE0503_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0503_THE MARK IS STAMPED: RI-110
CE0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0503+STABILITY: SURFACE MOTION
CE0503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0503+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0503
CE0503 HISTORY - Year Condition Recov. By
CE0503 HISTORY - 1996 - GOOD COSE
CE0503 HISTORY - 2000 - GOOD COSE
CE0503
CE0503 STATION DESCRIPTION
CE0503
CE0503'DESCRIBED BY COSE
CE0503'THE STATION IS LOCATED AT THE NORTHWEST ANGLE OF S.R. 303 AND S.R.
CE0503'176 IN FRONT OF THE STANCATOS CAFE 28.3' SOUTHWEST OF
CE0503'PAVEMENT OF S.R. 176.38' NORTHEAST FROM A FLAGPOLE 63' NORTHWEST
CE0503'OF A TELEPHONE POLE #8000001 5.5' SOUTHWEST FROM THE CURB OF S.R.
CE0503'176.
CE0503'
CE0503
|
|
|
|
|
|
|
|
|
|
|
|
2200879.5
|
574338.875
|
0101000020960E000039F2C02198CA404168EAC12D05872141
|
true
|
2011-03-11 08:18:00 -0500
|
false
|
41.24002375555555555555
|
-81.65501135
|
-81.65501135
|
41.2400237555554
|
2200880.26370075
|
574338.589370084
|
670829.64603528
|
175058.752157491
|
206
|
206
|
RI 105
|
CE0504
|
OH
|
Summit
|
Broadview Heights
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 105
|
Summit County Engineer
|
1996-02-11 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2005 GOOD COSEHISTORY - 2011 GOOD COSE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
44.12893
|
N
|
81
|
37
|
44.56996
|
W
|
ADJUSTED
|
-33.81
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
177549.213
|
672981.314
|
0.9999449
|
+
|
0
|
34
|
19.8
|
|
MT
|
C
|
|
|
|
337.316
|
1106.678
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF THE INTERSECTION
OF BRECKSVILLE AND BOSTON MILLS ROADS. IT IS ALSO 88' EAST OF THE
CONCRETE CURB NEAR THE CENTERLINE OF PAVEMENT OF BRECKSVILLE ROAD
44' SOUTH OF CENTERLINE OF PAVEMENT OF BOSTON MILLS ROAD 42'
SOUTHWEST OF STREET LIGHT #RF-3262 34' NORTH OF STREET LIGHT
#RF-3261 AND 2' NORTHWEST OF A METAL WITNESS POST.
|
2018-08-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 12 1996
CE0504 ***********************************************************************
CE0504 DESIGNATION - RI-105
CE0504 PID - CE0504
CE0504 STATE/COUNTY- OH/SUMMIT
CE0504 USGS QUAD -
CE0504
CE0504 HORZ DATUM - NAD 83(1986)
CE0504 VERT DATUM - NAVD 88
CE0504
CE0504 POSITION - 41 15 44.12893(N) 081 37 44.56996(W) ADJUSTED
CE0504 83 minus 27 -
CE0504
CE0504 HEIGHT - 337.316 (meters) 1106.678 (feet) ADJUSTED
CE0504 88 minus 29 -
CE0504 ***********************************************************************
CE0504 LAPLACE CORR-
CE0504 GEOID HEIGHT- -33.818
CE0504
CE0504 HORZ ORDER - FIRST
CE0504 VERT ORDER - SECOND
CE0504
CE0504.The horizontal coordinates were established by GPS observations
CE0504.and adjusted by Woolpert in March 1997.
CE0504
CE0504.The orthometric height was determined by differential leveling COSE 1990.
CE0504
CE0504
CE0504.The geoid height was determined by GEOID93.
CE0504
CE0504; North East Scale Converg.
CE0504;SPC OH N - 177549.213 672981.314 0.99994490 +0 34 19.82 MT
CE0504;SPC OH N - 582509.376 2207939.528 US SURVEY FEET
CE0504
CE0504_STATION MARK IS A SURVEY DISK
CE0504_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0504_THE MARK IS STAMPED: RI-105
CE0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0504+STABILITY: SURFACE MOTION
CE0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0504+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0504
CE0504 HISTORY - Year Condition Recov. By
CE0504 HISTORY - 1996 - GOOD COSE
CE0504 HISTORY - 2000 - GOOD COSE
CE0504
CE0504 STATION DESCRIPTION
CE0504
CE0504'DESCRIBED BY COSE
CE0504'THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF THE INTERSECTION
CE0504'OF BRECKSVILLE AND BOSTON MILLS ROADS. IT IS ALSO 88' EAST OF THE
CE0504'CONCRETE CURB NEAR THE CENTERLINE OF PAVEMENT OF BRECKSVILLE ROAD
CE0504'44' SOUTH OF CENTERLINE OF PAVEMENT OF BOSTON MILLS ROAD 42'
CE0504'SOUTHWEST OF STREET LIGHT #RF-3262 34' NORTH OF STREET LIGHT
CE0504'#RF-3261 AND 2' NORTRHWEST OF A METAL WITNESS POST.
CE0504
|
|
|
|
|
|
|
|
|
|
|
|
2207940.5
|
582508.875
|
0101000020960E00008E64A8C361D840412DAB34C1DAC62141
|
true
|
2011-03-11 09:08:00 -0500
|
false
|
41.26225803611111111111
|
-81.62904721111111111111
|
-81.6290472111111
|
41.262258036111
|
2207939.52857644
|
582509.377354955
|
672981.314272728
|
177549.2133162
|
207
|
207
|
RI 104
|
CE0505
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 104
|
Summit County Engineer
|
1996-02-11 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2011 - GOOD COSE HISTORY 2016 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
22.44782
|
N
|
81
|
38
|
16.89629
|
W
|
ADJUSTED
|
-33.76
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175022.167
|
672253.803
|
0.9999436
|
+
|
0
|
33
|
58.5
|
|
MT
|
C
|
|
|
|
352.016
|
1154.906
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF S.R. 303 AND BRECKSVILLE ROAD. IT IS ALSO 82' SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303, 31.5' WEST OF CENTERLINE OF PAVEMENT OF BRECKSVILLE ROAD AND 49.5' SOUTHEAST OF A GAS VALVE. 1.5' WEST OF A FIRE HYDRANT.
|
2021-11-09 00:00:00 -0500
|
SCE
|
Good
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 12 1996
CE0505 ***********************************************************************
CE0505 DESIGNATION - RI-104
CE0505 PID - CE0505
CE0505 STATE/COUNTY- OH/SUMMIT
CE0505 USGS QUAD -
CE0505
CE0505 HORZ DATUM - NAD 83(1986)
CE0505 VERT DATUM - NAVD 88
CE0505
CE0505 POSITION - 41 14 22.44782(N) 081 38 16.89629(W) ADJUSTED
CE0505 83 minus 27 -
CE0505
CE0505 HEIGHT - 352.016 (meters) 1154.906 (feet) ADJUSTED
CE0505 88 minus 29 -
CE0505 ***********************************************************************
CE0505 LAPLACE CORR-
CE0505 GEOID HEIGHT- -33.768
CE0505
CE0505 HORZ ORDER - FIRST
CE0505 VERT ORDER - SECOND
CE0505
CE0505.The horizontal coordinates were established by GPS observations
CE0505.and adjusted by Woolpert in March 1997.
CE0505
CE0505.The orthometric height was determined by differential leveling COSE 1990.
CE0505
CE0505
CE0505.The geoid height was determined by GEOID93.
CE0505
CE0505; North East Scale Converg.
CE0505;SPC OH N - 175022.167 672253.803 0.99994360 +0 33 58.58 MT
CE0505;SPC OH N - 574218.560 2205552.685 US SURVEY FEET
CE0505
CE0505_STATION MARK IS A SURVEY DISK
CE0505_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0505_THE MARK IS STAMPED: RI-104
CE0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0505+STABILITY: SURFACE MOTION
CE0505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0505+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0505
CE0505 HISTORY - Year Condition Recov. By
CE0505 HISTORY - 1996 - GOOD COSE
CE0505 HISTORY - 2000 - GOOD COSE
CE0505
CE0505 STATION DESCRIPTION
CE0505
CE0505'DESCRIBED BY COSE
CE0505'THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF THE INTERSECTION
CE0505'OF S.R. 303 AND BRECKSVILLE ROAD. IT IS ALSO 82' SOUTH OF
CE0505'CENTERLINE OF PAVEMENT OF S.R. 303 31.5' WEST OF CENTERLINE OF
CE0505'PAVEMENT OF BRECKSVILLE ROAD AND 49.5' SOUTHEAST OF A GAS VALVE.
CE0505'1.5 FEET WEST OF A FIRE HYDRANT
CE0505
|
|
|
|
|
|
|
|
|
|
|
|
2205553.5
|
574219.1875
|
0101000020960E0000E6F9BE57B8D34041B59D2B1F15862141
|
true
|
2011-02-25 03:07:00 -0500
|
false
|
41.23956883888888888889
|
-81.63802674722222222222
|
-81.6380267472222
|
41.2395688388887
|
2205552.68551563
|
574218.560879639
|
672253.80305277
|
175022.167400432
|
208
|
208
|
RI 103
|
CE0506
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 103
|
Summit County Engineer
|
1996-02-11 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 - GOOD COSE FIELD CREWHISTORY - 2005 - GOOD COSE FIELD CREWHISTORY - 2011 - GOOD COSE FIELD CREW HISTORY 2016 GOOD SCE - GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
51.58158
|
N
|
81
|
38
|
16.06977
|
W
|
ADJUSTED
|
-33.74
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
174070.248
|
672282.46
|
0.9999432
|
+
|
0
|
33
|
59.1
|
|
MT
|
C
|
|
|
|
361.589
|
1186.315
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG BRECKSVILLE ROAD 0.75 MILES NORTH
OF S.R. 176, 26' NORTH OF EXTENDED CENTERLINE OF A DRIVEWAY FOR
HOUSE #3520 BRECKSVILLE ROAD, 32.5' EAST OF CENTERLINE OF PAVEMENT
OF BRECKSVILLE ROAD, 12.6' WEST OF A CYCLONE FENCE, 70' NORTH OF A
TELEPHONE-POWER POLE #3501 AND 2.5' NORTH OF A METAL WITNESS POST.
|
2021-11-09 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 12 1996
CE0506 ***********************************************************************
CE0506 DESIGNATION - RI-103
CE0506 PID - CE0506
CE0506 STATE/COUNTY- OH/SUMMIT
CE0506 USGS QUAD -
CE0506
CE0506 HORZ DATUM - NAD 83(1986)
CE0506 VERT DATUM - NAVD 88
CE0506
CE0506 POSITION - 41 13 51.58158(N) 081 38 16.06977(W) ADJUSTED
CE0506 83 minus 27 -
CE0506
CE0506 HEIGHT - 361.589 (meters) 1186.315 (feet) ADJUSTED
CE0506 88 minus 29 -
CE0506 ***********************************************************************
CE0506 LAPLACE CORR-
CE0506 GEOID HEIGHT- -33.749
CE0506
CE0506 HORZ ORDER - FIRST
CE0506 VERT ORDER - SECOND
CE0506
CE0506.The horizontal coordinates were established by GPS observations
CE0506.and adjusted by Woolpert in March 1997.
CE0506
CE0506.The orthometric height was determined by differential leveling COSE 1990.
CE0506
CE0506
CE0506.The geoid height was determined by GEOID93.
CE0506
CE0506; North East Scale Converg.
CE0506;SPC OH N - 174070.248 672282.460 0.99994320 +0 33 59.12 MT
CE0506;SPC OH N - 571095.472 2205646.704 US SURVEY FEET
CE0506
CE0506_STATION MARK IS A SURVEY DISK
CE0506_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0506_THE MARK IS STAMPED: RI-103
CE0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0506+STABILITY: SURFACE MOTION
CE0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0506+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0506
CE0506 HISTORY - Year Condition Recov. By
CE0506 HISTORY - 1996 - GOOD COSE
CE0506 HISTORY - 2000 - GOOD COSE
CE0506
CE0506 STATION DESCRIPTION
CE0506
CE0506'DESCRIBED BY COSE
CE0506'THE STATION IS LOCATED ALONG BRECKSVILLE ROAD 0.75 MILES NORTH
CE0506'OF S.R. 176 26' NORTH OF EXTENDED CENTERLINE OF A DRIVEWAY FOR
CE0506'HOUSE #3520 BRECKSVILLE ROAD 32.5' EAST OF CENTERLINE OF PAVEMENT
CE0506'OF BRECKSVILLE ROAD 12.6' WEST OF A CYCLONE FENCE 70' NORTH OF A
CE0506'TELEPHONE-POWER POLE #3501 AND 2.5' NORTH OF A METAL WITNESS POST.
CE0506
|
|
|
|
|
|
|
|
|
|
|
|
2205647.5
|
571095.5625
|
0101000020960E000022603E5AE7D340414D9940F1AE6D2141
|
true
|
2011-02-25 03:07:00 -0500
|
false
|
41.23099488333333333334
|
-81.63779715833333333333
|
-81.6377971583333
|
41.2309948833332
|
2205646.70502855
|
571095.471195975
|
672282.460257623
|
174070.247761012
|
209
|
209
|
RI 101
|
CE0507
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 101
|
Summit County Engineer
|
1996-02-11 19:00:00 -0500
|
HISTORY - Year Condition Recov. BYHISTORY - 1996 GOOD SCEHISTORY - 2000 GOOD SCEHISTORY - 2004 GOOD SCEHISTORY - 2005 GOOD SCEHISTORY - 2011 GOOD SCE HISTORY 2016 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
45.64086
|
N
|
81
|
38
|
16.53744
|
W
|
ADJUSTED
|
-33.71
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
172036.118
|
672291.676
|
0.9999423
|
+
|
0
|
33
|
58.8
|
|
MT
|
C
|
|
|
|
369.15
|
1211.121
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG BRECKSVILLE ROAD 325' SOUTH OF
CENTERLINE OF PAVEMENT OF CONGRESS PARKWAY 40' EAST OF CENTERLINE
OF PAVEMENT OF BRECKSVILLE ROAD, 108' SOUTH OF A POWER POLE #5001067,
1' WEST OF A CARSONITE WITNESS POST, 29' NORTHWEST OF A PARKING LOT
LIGHT POST AND 61' SOUTHWEST OF A PARKING LOT LIGHT POST.
|
2021-11-09 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 12 1996
CE0507 ***********************************************************************
CE0507 DESIGNATION - RI-101
CE0507 PID - CE0507
CE0507 STATE/COUNTY- OH/SUMMIT
CE0507 USGS QUAD -
CE0507
CE0507 HORZ DATUM - NAD 83(1986)
CE0507 VERT DATUM - NAVD 88
CE0507
CE0507 POSITION - 41 12 45.64086(N) 081 38 16.53744(W) ADJUSTED
CE0507 83 minus 27 -
CE0507
CE0507 HEIGHT - 369.150 (meters) 1211.121 (feet) ADJUSTED
CE0507 88 minus 29 -
CE0507 ***********************************************************************
CE0507 LAPLACE CORR-
CE0507 GEOID HEIGHT- -33.718
CE0507
CE0507 HORZ ORDER - FIRST
CE0507 VERT ORDER - SECOND
CE0507
CE0507.The horizontal coordinates were established by GPS observations
CE0507.and adjusted by Woolpert in March 1997.
CE0507
CE0507.The orthometric height was determined by differential leveling COSE 1990.
CE0507
CE0507
CE0507.The geoid height was determined by GEOID93.
CE0507
CE0507; North East Scale Converg.
CE0507;SPC OH N - 172036.118 672291.676 0.99994230 +0 33 58.82 MT
CE0507;SPC OH N - 564421.830 2205676.940 US SURVEY FEET
CE0507
CE0507_STATION MARK IS A SURVEY DISK
CE0507_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0507_THE MARK IS STAMPED: RI-101
CE0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0507+STABILITY: SURFACE MOTION
CE0507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0507+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0507
CE0507 HISTORY - Year Condition Recov. By
CE0507 1996 - GOOD COSE
CE0507 2000 - GOOD COSE
CE0507
CE0507 STATION DESCRIPTION
CE0507
CE0507'DESCRIBED BY COSE
CE0507'THE STATION IS LOCATED ALONG BRECKSVILLE ROAD 325' SOUTH OF
CE0507'CENTERLINE OF PAVEMENT OF CONGRESS PARKWAY 40' EAST OF CENTERLINE
CE0507'OF PAVEMENT OF BRECKSVILLE ROAD 108' SOUTH OF A POWER POLE #5001067
CE0507'1' WEST OF A CARSONITE WITNESS POST 29' NORTHWEST OF A PARKING LOT
CE0507'LIGHT POST AND 61' SOUTHWEST OF A PARKING LOT LIGHT POST.
CE0507
|
|
|
|
|
|
|
|
|
|
|
|
2205677.75
|
564421.4375
|
0101000020960E00005A9D3D78F6D340416634BAA88B392141
|
true
|
2011-02-25 03:05:00 -0500
|
false
|
41.21267801666666666667
|
-81.63792706666666666666
|
-81.6379270666667
|
41.2126780166665
|
2205676.93938033
|
564421.829545629
|
672291.675706476
|
172036.117717726
|
210
|
210
|
BA 107
|
CE0508
|
OH
|
Summit
|
West Richfield
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 107
|
Summit County Engineer
|
1996-02-11 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2002 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2005 - GOOD SCEHISTORY - 2010 - GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
12
|
7.40697
|
N
|
81
|
38
|
16.20834
|
W
|
ADJUSTED
|
-33.69
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
170856.826
|
672311.0
|
0.9999419
|
+
|
0
|
33
|
59.0
|
|
MT
|
C
|
|
|
|
360.514
|
1182.786
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG CLEVELAND - MASSILLON ROAD AT THE
SOUTHEAST INTERSECTION OF EVERETT ROAD. IT IS ALSO 51' EAST OF
CENTERLINE OF PAVEMENT OF CLEVELAND - MASSILLON ROAD 23.6'
SOUTHEAST FROM A CATCH BASIN 33.5' NORTH FROM TELEPHONE POLE
#5001089 22.5' EAST OF EDGE OF PAVEMENT OF CLEVELAND - MASSILLON
ROAD 3' SOUTH OF A METAL WITNESS POST 34.5' WEST OF A LIGHT POST
FOR CHASE BANK PARKING LOT.
|
2021-12-22 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 12 1996
CE0508 ***********************************************************************
CE0508 DESIGNATION - BA-107
CE0508 PID - CE0508
CE0508 STATE/COUNTY- OH/SUMMIT
CE0508 USGS QUAD -
CE0508
CE0508 HORZ DATUM - NAD 83(1986)
CE0508 VERT DATUM - NAVD 88
CE0508
CE0508 POSITION - 41 12 07.40697(N) 081 38 16.20834(W) ADJUSTED
CE0508 83 minus 27 -
CE0508
CE0508 HEIGHT - 360.514 (meters) 1182.786 (feet) ADJUSTED
CE0508 88 minus 29 -
CE0508 ***********************************************************************
CE0508 LAPLACE CORR-
CE0508 GEOID HEIGHT- -33.697
CE0508
CE0508 HORZ ORDER - SECOND CLASS I
CE0508 VERT ORDER - SECOND
CE0508
CE0508.The horizontal coordinates were established by GPS observations
CE0508.and adjusted by Woolpert in March 1997.
CE0508
CE0508.The orthometric height was determined by differential leveling COSE 1990.
CE0508
CE0508
CE0508.The geoid height was determined by GEOID93.
CE0508
CE0508; North East Scale Converg.
CE0508;SPC OH N - 170856.826 672311.000 0.99994190 +0 33 59.03 MT
CE0508;SPC OH N - 560552.770 2205740.339 US SURVEY FEET
CE0508
CE0508_STATION MARK IS A SURVEY DISK
CE0508_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0508_THE MARK IS STAMPED: BA-107
CE0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0508+STABILITY: SURFACE MOTION
CE0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0508+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0508
CE0508 HISTORY - Year Condition Recov. By
CE0508 HISTORY - 1996 - GOOD COSE
CE0508 HISTORY - 2000 - GOOD COSE
CE0508 STATION DESCRIPTION
CE0508
CE0508'DESCRIBED BY COSE
CE0508'THE STATION IS LOCATED ALONG CLEVELNED - MASSILLON ROAD AT THE
CE0508'SOUTHWEST INTERSECTION OF EVERETT ROAD. IT IS ALSO 51' EAST OF
CE0508'CENTERLINE OF PAVEMENT OF CLEVELAND - MASSILLON ROAD 23.6'
CE0508'SOUTHEAST FROM A CATCH BASIN 33.5' NORTH FROM TELEPHONE POLE
CE0508'#5001089 22.5' EAST OF EDGE OF PAVEMENT OF CLEVELAND - MASSILLON
CE0508'ROAD 3' SOUTH OF A METAL WITNESS POST 34.5' WEST OF A LIGHT POST
CE0508'FOR BANK ONE PARKING LOT.
CE0508
|
|
|
|
|
|
|
|
|
|
|
|
2205741.25
|
560552.5625
|
0101000020960E00002E25A22B16D44041A3F23F8A511B2141
|
true
|
2010-12-09 09:24:00 -0500
|
false
|
41.20205749166666666667
|
-81.63783565
|
-81.63783565
|
41.2020574916665
|
2205740.34088578
|
560552.770019133
|
672311.000523986
|
170856.826015468
|
211
|
211
|
BA 106
|
CE0509
|
OH
|
Summit
|
West Richfield
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 106
|
Summit County Engineer
|
1996-02-11 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 1999 - NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2012- GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
11
|
19.91477
|
N
|
81
|
38
|
13.24875
|
W
|
ADJUSTED
|
-33.67
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
169392.561
|
672394.446
|
0.9999413
|
+
|
0
|
34
|
0.9
|
|
MT
|
C
|
|
|
|
340.62
|
1117.517
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG IRA ROAD C.H. 46 175' WEST OF
CENTERLINE OF PAVEMENT OF CLEVELAND- - MASSILLON ROAD 24.5' SOUTH
OF CENTERLINE OF IRA ROAD 38.7' WEST OF TELEPHONE POLE 1042 NEARLY
IN LINE WITH THE EDGE OF THE POST OFFICE 53.5' SOUTHEAST OF A POWER
POLE BH188 72.3' SOUTH OF SOUTHWEST CORNER POST OFFICE. IT IS ALSO
SET IN FRONT OF THE HUNTINGTON BANK. 17.0' NORTHEAST OF A POWER
POLE 1042/1.AT THE NORTH END OF A CONCRETE CURB
|
2022-01-06 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 12 1996
CE0509 ***********************************************************************
CE0509 DESIGNATION - BA-106
CE0509 PID - CE0509
CE0509 STATE/COUNTY- OH/SUMMIT
CE0509 USGS QUAD -
CE0509
CE0509 HORZ DATUM - NAD 83(1986)
CE0509 VERT DATUM - NAVD 88
CE0509
CE0509 POSITION - 41 11 19.91477(N) 081 38 13.24875(W) ADJUSTED
CE0509 83 minus 27 -
CE0509
CE0509 HEIGHT - 340.620 (meters) 1117.517 (feet) ADJUSTED
CE0509 88 minus 29 -
CE0509 ***********************************************************************
CE0509 LAPLACE CORR-
CE0509 GEOID HEIGHT- -33.673
CE0509
CE0509 HORZ ORDER - SECOND CLASS I
CE0509 VERT ORDER - SECOND
CE0509
CE0509.The horizontal coordinates were established by GPS observations
CE0509.and adjusted by Woolpert in March 1997.
CE0509
CE0509.The orthometric height was determined by differential leveling COSE 1990.
CE0509
CE0509
CE0509.The geoid height was determined by GEOID93.
CE0509
CE0509; North East Scale Converg.
CE0509;SPC OH N - 169392.561 672394.446 0.99994130 +0 34 00.98 MT
CE0509;SPC OH N - 555748.761 2206014.112 US SURVEY FEET
CE0509
CE0509_STATION MARK IS A SURVEY DISK
CE0509_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0509_THE MARK IS STAMPED: BA-106
CE0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0509+STABILITY: SURFACE MOTION
CE0509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0509+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0509
CE0509 HISTORY - Year Condition Recov. By
CE0509 HISTORY - 1996 - GOOD COSE
CE0509 HISTORY - 1999 - NOT RECOVERED COSE SURVEY FIELD CREW
CE0509 STATION DESCRIPTION
CE0509
CE0509'DESCRIBED BY COSE
CE0509'THE STATION IS LOCATED ALONG IRA ROAD C.H. 46 175' WEST OF
CE0509'CENTERLINE OF PAVEMENT OF CLEVELAND- - MASSILLON ROAD 24.5' SOUTH
CE0509'OF CENTERLINE OF IRA ROAD 38.7' WEST OF TELEPHONE POLE 1042 NEARLY
CE0509'IN LINE WITH THE EDGE OF THE POST OFFICE 53.5' SOUTHEAST OF A POWER
CE0509'POLE BH188 72.3' SOUTH OF SOUTHWEST CORNER POST OFFICE. IT IS ALSO
CE0509'SET IN FRONT OF THE FIRST NATIONAL BANK.
CE0509
|
|
|
|
|
|
|
|
|
|
|
|
2206013.25
|
555748.9375
|
0101000020960E0000CF0D300E9FD44041DBBCFA85C9F52041
|
true
|
2013-01-11 02:09:00 -0500
|
false
|
41.18886521388888888889
|
-81.63701354166666666666
|
-81.6370135416666
|
41.1888652138887
|
2206014.11084149
|
555748.761678602
|
672394.445773378
|
169392.561344745
|
212
|
212
|
BA 102
|
CE0511
|
OH
|
Summit
|
West Richfield
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 102
|
Summit County Engineer
|
1996-02-11 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 1999 - GOOD COSE SURVEY FIELD CREWHISTORY - 2002 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD SCEHISTORY - 2005 - GOOD SCEHISTORY - 2010 - GOOD SCE-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
5.25153
|
N
|
81
|
38
|
12.62902
|
W
|
ADJUSTED
|
-33.59
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
165238.898
|
672449.998
|
0.9999402
|
+
|
0
|
34
|
1.3
|
|
MT
|
C
|
|
|
|
307.371
|
1008.435
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED LOCATED ALONG CLEVELAND - MASSILLON ROAD
51' SOUTHWEST OF EXTENDED CENTERLINE OF PAVEMENT OF WYE ROAD
29' EAST OF CENTERLINE OF PAVEMENT OF CLEVELAND - MASSILLON
ROAD 107' NORTH OF A DRIVEWAY LEADING TO A CHURCH 12.5'
SOUTHWEST FROM A POWER POLE #BH4708 AND 1.8' WEST OF A METAL
WITNESS POST.
|
2022-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 12 1996
CE0511 ***********************************************************************
CE0511 DESIGNATION - BA-102
CE0511 PID - CE0511
CE0511 STATE/COUNTY- OH/SUMMIT
CE0511 USGS QUAD -
CE0511
CE0511 HORZ DATUM - NAD 83(1986)
CE0511 VERT DATUM - NAVD 88
CE0511
CE0511 POSITION - 41 09 05.25153(N) 081 38 12.62902(W) ADJUSTED
CE0511 83 minus 27 -
CE0511
CE0511 HEIGHT - 307.371 (meters) 1008.435 (feet) ADJUSTED
CE0511 88 minus 29 -
CE0511 ***********************************************************************
CE0511 LAPLACE CORR-
CE0511 GEOID HEIGHT- -33.599
CE0511
CE0511 HORZ ORDER - FIRST
CE0511 VERT ORDER - SECOND
CE0511
CE0511.The horizontal coordinates were established by GPS observations
CE0511.and adjusted by Woolpert in March 1997.
CE0511
CE0511.The orthometric height was determined by differential leveling COSE 1990.
CE0511
CE0511
CE0511.The geoid height was determined by GEOID93.
CE0511
CE0511; North East Scale Converg.
CE0511;SPC OH N - 165238.898 672449.998 0.99994020 +0 34 01.38 MT
CE0511;SPC OH N - 542121.285 2206196.368 US SURVEY FEET
CE0511
CE0511_STATION MARK IS A SURVEY DISK
CE0511_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0511_THE MARK IS STAMPED: BA-102
CE0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0511+STABILITY: SURFACE MOTION
CE0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0511+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0511
CE0511 HISTORY - Year Condition Recov. By
CE0511 HISTORY - 1996 - GOOD COSE
CE0511 HISTORY - 1999 - GOOD COSE SURVEY FIELD CREW
CE0511 STATION DESCRIPTION
CE0511
CE0511'DESCRIBED BY COSE
CE0511'THE STATION IS LOCATED LOCATED ALONG CLEVELAND - MASSILLON ROAD
CE0511'51' SOUTHWEST OF EXTENDED CENTERLINE OF PAVEMENT OF WYE ROAD
CE0511'29' EAST OF CENTERLINE OF PAVEMENT OF CLEVELAND - MASSILLON
CE0511'ROAD 107' NORTH OF A DRIVEWAY LEADING TO A CHURCH 12.5'
CE0511'SOUTHWEST FROM A POWER POLE #BH4708 AND 1.8' WEST OF A METAL
CE0511'WITNESS POST.
CE0511
|
|
|
|
|
|
|
|
|
|
|
|
2206196.5
|
542121.25
|
0101000020960E0000FCDE092FFAD44041ADAF1D91528B2041
|
true
|
2010-12-09 09:34:00 -0500
|
false
|
41.15145875833333333333
|
-81.63684139444444444444
|
-81.6368413944444
|
41.1514587583332
|
2206196.36748874
|
542121.283429613
|
672449.997710563
|
165238.897667124
|
213
|
213
|
66 CWL 1952 1013 TT
|
CE0512
|
OH
|
Summit
|
West Richfield
|
USGS
|
1951-12-31 00:00:00 -0500
|
Disk in concrete
|
66 CWL 1952 1013 TT
|
Summit County Engineer
|
1996-02-11 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY -2010 GOOD GBCHISTORY -2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
59.54049
|
N
|
81
|
38
|
13.58425
|
W
|
ADJUSTED
|
-33.56
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
163211.773
|
672447.781
|
0.9999398
|
+
|
0
|
34
|
0.7
|
|
MT
|
C
|
|
|
|
308.726
|
1012.878
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE also known as CP-29
THE STATION IS LOCATED MONTROSE, 0.2 MILES SOUTH OF THE
S.R. 18 & CLEVELAND-MASSILLON ROAD, 31' WEST OF THE
CENTERLINE OF CLEVELAND-MASSILLON ROAD, AT THE SOUTHEAST
CORNER OF CEMETERY, 10' NORTH OF THE FENCE LINE WEST, 6' NORTH
OF THE TELEPHONE POLE. 7' EAST OF CEMETERY FENCE AND 3'
WEST OF SIDEWALK.
GOOD FOR GPS.
|
2018-08-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 12 1996
CE0512 ***********************************************************************
CE0512 DESIGNATION - 66 CWL 1952 1013 TT
CE0512 PID - CE0512
CE0512 STATE/COUNTY- OH/SUMMIT
CE0512 USGS QUAD -
CE0512
CE0512 HORZ DATUM - NAD 83(1986)
CE0512 VERT DATUM - NGVD 88
CE0512
CE0512 POSITION - 41 07 59.54049(N) 081 38 13.58425(W) ADJUSTED
CE0512 83 minus 27 -
CE0512
CE0512 HEIGHT - 308.726 (meters) 1012.878 (feet) ADJUSTED
CE0512 88 minus 29 - -0.340
CE0512 ***********************************************************************
CE0512 LAPLACE CORR-
CE0512 GEOID HEIGHT- -33.563
CE0512
CE0512 HORZ ORDER - FIRST
CE0512 VERT ORDER - SECOND
CE0512
CE0512.The horizontal coordinates were established by GPS observations
CE0512.and adjusted by Woolpert in March 1997.
CE0512
CE0512.The orthometric height was determined by differential leveling COSE 1990.
CE0512
CE0512
CE0512.The geoid height was determined by GEOID93.
CE0512
CE0512; North East Scale Converg.
CE0512;SPC OH N - 163211.773 672447.781 0.99993980 +0 34 00.76 MT
CE0512;SPC OH N - 535470.625 2206189.095 US SURVEY FEET
CE0512
CE0512_STATION MARK IS A SURVEY DISK
CE0512_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0512_THE MARK IS STAMPED: 66 CWL 1952 1013 TT
CE0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0512+STABILITY: SURFACE MOTION
CE0512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0512+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0512
CE0512 HISTORY - Year Condition Recov. By
CE0512 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE0512
CE0512 STATION DESCRIPTION
CE0512
CE0512'DESCRIBED BY COSE also known as CP-29
CE0512'THE STATION IS LOCATED MONTROSE, 0.2 MILES SOUTH OF THE
CE0512'S.R. 18 & CLEVELAND-MASSILLON ROAD, 31' WEST OF THE
CE0512'CENTERLINE OF CLEVELAND-MASSILLON ROAD, AT THE SOUTHEAST
CE0512'CORNER OF CEMETERY, 10' NORTH OF THE FENCE LINE WEST, 4' NORTH
CE0512'OF THE TELEPHONE POLE.
CE0512
|
|
|
|
|
|
|
|
|
|
|
|
2206188.75
|
535470.5
|
0101000020960E000054CD498CF6D44041E22DFF405D572041
|
true
|
2011-02-01 03:10:00 -0500
|
false
|
41.13320569166666666667
|
-81.63710673611111111111
|
-81.6371067361111
|
41.1332056916665
|
2206189.09600226
|
535470.626946863
|
672447.781357051
|
163211.773516935
|
214
|
214
|
CP 104
|
CE0514
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 104
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 1998 - GOOD COSEHISTORY - 2004- GOOD COSE SURVEY FIELD CREWHISTORY - 2011- GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
5
|
57.24299
|
N
|
81
|
38
|
40.05137
|
W
|
ADJUSTED
|
-33.48
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
159433.355
|
671867.542
|
0.9999393
|
+
|
0
|
33
|
43.3
|
|
MT
|
C
|
|
|
|
319.01
|
1046.618
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED IN COPLEY CIRCLE AT THE INTERSECTION OF
S.R. 162 AND CLEVELAND-MASSILLON ROAD, 23.5' EAST OF THE CURB ON
CLEVELAND-MASSILLON ROAD, 13.0' SOUTHEAST OF A TRAFFIC POST, 18.0'
SOUTHEAST OF TELEPHONE POLE #1207-1, 11.0' SOUTH OF TELEPHONE
POLE #1207-1F1, 10.0' NORTH OF THE SIDEWALK.
|
2018-08-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0514 ***********************************************************************
CE0514 DESIGNATION - CP-104
CE0514 PID - CE0514
CE0514 STATE/COUNTY- OH/SUMMIT
CE0514 USGS QUAD -
CE0514
CE0514 HORZ DATUM - NAD 83(1986)
CE0514 VERT DATUM - NAVD 88
CE0514
CE0514 POSITION - 41 05 57.24299(N) 081 38 40.05137(W) ADJUSTED
CE0514 83 minus 27 -
CE0514
CE0514 HEIGHT - 319.010 (meters) 1046.618 (feet) ADJUSTED
CE0514 88 minus 29 -
CE0514 ***********************************************************************
CE0514 LAPLACE CORR-
CE0514 GEOID HEIGHT- -33.487
CE0514
CE0514 HORZ ORDER - SECOND CLASS I
CE0514 VERT ORDER - SECOND
CE0514
CE0514.The horizontal coordinates were established by GPS observations
CE0514.and adjusted by Woolpert in March 1997.
CE0514
CE0514.The orthometric height was determined by differential leveling COSE 1990.
CE0514
CE0514
CE0514.The geoid height was determined by GEOID93.
CE0514
CE0514; North East Scale Converg.
CE0514;SPC OH N - 159433.355 671867.542 0.99993930 +0 33 43.37 MT
CE0514;SPC OH N - 523074.266 2204285.427 US SURVEY FEET
CE0514
CE0514_STATION MARK IS A SURVEY DISK
CE0514_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0514_THE MARK IS STAMPED: CP-104
CE0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0514+STABILITY: SURFACE MOTION
CE0514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0514+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0514
CE0514 HISTORY - Year Condition Recov. By
CE0514 HISTORY - 1996 - GOOD COSE
CE0514 HISTORY - 1998 - GOOD COSE
CE0514 STATION DESCRIPTION
CE0514
CE0514'DESCRIBED BY COSE
CE0514'THE STATION IS LOCATED IN COPLEY CIRCLE AT THE INTERSECTION OF
CE0514'S.R. 162 AND CLEVELAND-MASSILLON ROAD, 23.5' EAST OF THE CURB ON
CE0514'CLEVELAND-MASSILLON ROAD, 13.0' SOUTHEAST OF A TRAFFIC POST, 18.0'
CE0514'SOUTHEAST OF TELEPHONE POLE #1207-1, 11.0' SOUTH OF TELEPHONE
CE0514'POLE #1207-1F1, 10.0' NORTH OF THE SIDEWALK.
CE0514
|
|
|
|
|
|
|
|
|
|
|
|
2204286.5
|
523074.78125
|
0101000020960E0000545A98B63ED140418881580F09ED1F41
|
true
|
2011-02-04 04:43:00 -0500
|
false
|
41.09923416388888888889
|
-81.64445871388888888889
|
-81.6444587138889
|
41.0992341638887
|
2204285.42652444
|
523074.264986061
|
671867.541739732
|
159433.354834443
|
215
|
215
|
CP 103
|
CE0515
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 103
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 1998 - GOOD COSEHISTORY - 2004 - GOOD COSE SURVEY CREWHISTORY - 2011 - GOOD COSE SURVEY CREW HISTORY 2016 GOOD SCE COSE SURVEY FIELD CREW 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
24.15405
|
N
|
81
|
38
|
40.32628
|
W
|
ADJUSTED
|
-33.46
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
158412.648
|
671871.139
|
0.9999392
|
+
|
0
|
33
|
43.1
|
|
MT
|
C
|
|
|
|
325.181
|
1066.684
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG CLEVELAND - MASSILLON ROAD( C.H.17) 0.6
MILES SOUTH OF S.R. 162, 29.5' EAST OF CENTERLINE OF PAVEMENT OF
CLEVELAND - MASSILLON ROAD, 24' SOUTH OF A GRAVEL DRIVEWAY LEADING
TO HOUSE #1773 CLEVELAND - MASSILLON ROAD, 29.5' NORTH OF A POWER
POLE #CP-216 AND 2.5' EAST OF A METAL WITNESS POST.
|
2018-08-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0515 ***********************************************************************
CE0515 DESIGNATION - CP-103
CE0515 PID - CE0515
CE0515 STATE/COUNTY- OH/SUMMIT
CE0515 USGS QUAD -
CE0515
CE0515 HORZ DATUM - NAD 83(1986)
CE0515 VERT DATUM - NAVD 88
CE0515
CE0515 POSITION - 41 05 24.15405(N) 081 38 40.32628(W) ADJUSTED
CE0515 83 minus 27 -
CE0515
CE0515 HEIGHT - 325.181 (meters) 1066.684 (feet) ADJUSTED
CE0515 88 minus 29 -
CE0515 ***********************************************************************
CE0515 LAPLACE CORR-
CE0515 GEOID HEIGHT- -33.468
CE0515
CE0515 HORZ ORDER - FIRST
CE0515 VERT ORDER - SECOND
CE0515
CE0515.The horizontal coordinates were established by GPS observations
CE0515.and adjusted by Woolpert in March 1997.
CE0515
CE0515.The orthometric height was determined by differential leveling COSE 1990.
CE0515
CE0515
CE0515.The geoid height was determined by GEOID93.
CE0515
CE0515; North East Scale Converg.
CE0515;SPC OH N - 158412.648 671871.139 0.99993920 +0 33 43.19 MT
CE0515;SPC OH N - 519725.496 2204297.229 US SURVEY FEET
CE0515
CE0515_STATION MARK IS A SURVEY DISK
CE0515_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0515_THE MARK IS STAMPED: CP-103
CE0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0515+STABILITY: SURFACE MOTION
CE0515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0515+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0515
CE0515 HISTORY - Year Condition Recov. By
CE0515 HISTORY - 1996 - GOOD COSE
CE0515 HISTORY - 1998 - GOOD COSE
CE0515 STATION DESCRIPTION
CE0515
CE0515'DESCRIBED BY COSE
CE0515'THE STATION IS LOCATED ALONG CLEVELAND - MASSILLON ROAD C.H.17 0.6
CE0515'MILES SOUTH OF S.R. 162 29.5' EAST OF CENTERLINE OF PAVEMENT OF
CE0515'CLEVELAND - MASSILLON ROAD 24' SOUTH OF A GRAVEL DRIVEWAY LEADING
CE0515'TO HOUSE #1753 CLEVELAND - MASSILLON ROAD 29.5' NORTH OF A POWER
CE0515'POLE #CP-216 AND 2.5' EAST OF A METAL WITNESS POST.
CE0515
|
|
|
|
|
|
|
|
|
|
|
|
2204296.25
|
519725.25
|
0101000020960E00009918229D44D14041764839FDB5B81F41
|
true
|
2011-02-04 04:44:00 -0500
|
false
|
41.09004279166666666666
|
-81.64453507777777777777
|
-81.6445350777778
|
41.0900427916665
|
2204297.22760303
|
519725.49728883
|
671871.13871568
|
158412.648398917
|
216
|
216
|
RI 109
|
CE0516
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 109
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2003 - GOOD COSEHISTORY - 2011 - GOOD COSE HISTORY 2016 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
23.83412
|
N
|
81
|
37
|
39.6366
|
W
|
ADJUSTED
|
-33.77
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175073.556
|
673120.915
|
0.9999437
|
+
|
0
|
34
|
23.0
|
|
MT
|
C
|
|
|
|
313.234
|
1027.668
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE NORTHEAST ANGLE OF THE INTERSECTION
OF S.R. 303 AND WHITE PINE DRIVE, 46' EAST OF CENTERLINE OF
PAVEMENT OF WHITE PINE DRIVE, 43' NORTH OF CENTERLINE OF PAVEMENT OF
S.R. 303, 3' WEST OF A METAL WITNESS POST, 27' SOUTHEAST OF A POWER
LIGHT POST #RF-1975 AND 36.5' WEST SOUTHWEST OF A POWER POLE.
|
2021-11-09 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0516 ***********************************************************************
CE0516 DESIGNATION - RI-109
CE0516 PID - CE0516
CE0516 STATE/COUNTY- OH/SUMMIT
CE0516 USGS QUAD -
CE0516
CE0516 HORZ DATUM - NAD 83(1986)
CE0516 VERT DATUM - NAVD 88
CE0516
CE0516 POSITION - 41 14 23.83412(N) 081 37 39.63660(W) ADJUSTED
CE0516 83 minus 27 -
CE0516
CE0516 HEIGHT - 313.234 (meters) 1027.668 (feet) ADJUSTED
CE0516 88 minus 29 -
CE0516 ***********************************************************************
CE0516 LAPLACE CORR-
CE0516 GEOID HEIGHT- -33.770
CE0516
CE0516 HORZ ORDER - FIRST
CE0516 VERT ORDER - SECOND
CE0516
CE0516.The horizontal coordinates were established by GPS observations
CE0516.and adjusted by Woolpert in March 1997.
CE0516
CE0516.The orthometric height was determined by differential leveling COSE 1990.
CE0516
CE0516
CE0516.The geoid height was determined by GEOID93.
CE0516
CE0516; North East Scale Converg.
CE0516;SPC OH N - 175073.556 673120.915 0.99994370 +0 34 23.06 MT
CE0516;SPC OH N - 574387.158 2208397.535 US SURVEY FEET
CE0516
CE0516_STATION MARK IS A SURVEY DISK
CE0516_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0516_THE MARK IS STAMPED: RI-109
CE0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0516+STABILITY: SURFACE MOTION
CE0516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0516+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0516
CE0516 HISTORY - Year Condition Recov. By
CE0516 HISTORY - 1996 - GOOD COSE
CE0516 HISTORY - 2000 - GOOD COSE
CE0516 STATION DESCRIPTION
CE0516
CE0516'DESCRIBED BY COSE
CE0516'THE STATION IS LOCATED AT THE NORTHEAST ANGLE OF THE INTERSECTION
CE0516'OF S.R. 303 AND WHITE PINE DRIVE 46' EAST OF CENTERLINE OF
CE0516'PAVEMENT OF WHITE PINE DRIVE 43' NORTH OF CENTERLINE OF PAVEMENT OF
CE0516'S.R. 303 3' WEST OF A METAL WITNESS POST 27' SOUTHEAST OF A POWER
CE0516'LIGHT POST AND 36.5' WEST SOUTHWEST OF A POWER POLE.
CE0516
|
|
|
|
|
|
|
|
|
|
|
|
2208397.25
|
574386.5
|
0101000020960E00008BFB72C446D940416AEB5E5066872141
|
true
|
2011-03-11 08:41:00 -0500
|
false
|
41.23995392222222222222
|
-81.62767683333333333334
|
-81.6276768333334
|
41.2399539222221
|
2208397.53475899
|
574387.156974179
|
673120.914836369
|
175073.555592824
|
217
|
217
|
RI 108
|
CE0518
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 108
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2002 - GOOD COSEHISTORY - 2005 - GOOD COSEHISTORY - 2011 - GOOD COSE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
37.03936
|
N
|
81
|
36
|
27.72155
|
W
|
ADJUSTED
|
-33.78
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175497.828
|
674791.175
|
0.9999439
|
+
|
0
|
35
|
10.3
|
|
MT
|
C
|
|
|
|
325.694
|
1068.549
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303, 110' EAST OF EXTENDED
CENTERLINE OF PAVEMENT OF BLACK ROAD, 24.5' SOUTH OF CENTERLINE OF
PAVEMENT OF S.R. 303, 8' WEST OF A TELEPHONE POLE #3000085, 9'
NORTHWEST FROM THE NORTHWEST CORNER OF AN ASPHALT PARKING LOT FOR
COUNTRY MAID ICE CREAM, 3' EAST OF A METAL WITNESS POST AND 82.5'
SOUTHEAST OF A POWER AND LIGHT POLE AT THE NORTHEAST CORNER OF
BLACK ROAD AND S.R. 303.
|
2021-07-20 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0518 ***********************************************************************
CE0518 DESIGNATION - RI-108
CE0518 PID - CE0518
CE0518 STATE/COUNTY- OH/SUMMIT
CE0518 USGS QUAD -
CE0518
CE0518 HORZ DATUM - NAD 83(1986)
CE0518 VERT DATUM - NAVD 88
CE0518
CE0518 POSITION - 41 14 37.03936(N) 081 36 27.72155(W) ADJUSTED
CE0518 83 minus 27 -
CE0518
CE0518 HEIGHT - 325.694 (meters) 1068.549 (feet) ADJUSTED
CE0518 88 minus 29 -
CE0518 ***********************************************************************
CE0518 LAPLACE CORR-
CE0518 GEOID HEIGHT- -33.782
CE0518
CE0518 HORZ ORDER - FIRST
CE0518 VERT ORDER - SECOND
CE0518
CE0518.The horizontal coordinates were established by GPS observations
CE0518.and adjusted by Woolpert in March 1997.
CE0518
CE0518.The orthometric height was determined by differential leveling COSE 1990.
CE0518
CE0518
CE0518.The geoid height was determined by GEOID93.
CE0518
CE0518; North East Scale Converg.
CE0518;SPC OH N - 175497.828 674791.175 0.99994390 +0 35 10.30 MT
CE0518;SPC OH N - 575779.124 2213877.380 US SURVEY FEET
CE0518
CE0518_STATION MARK IS A SURVEY DISK
CE0518_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0518_THE MARK IS STAMPED: RI-108
CE0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0518+STABILITY: SURFACE MOTION
CE0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0518+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0518
CE0518 HISTORY - Year Condition Recov. By
CE0518 HISTORY - 1996 - GOOD COSE
CE0518 HISTORY - 2000 - GOOD COSE
CE0518 STATION DESCRIPTION
CE0518
CE0518'DESCRIBED BY COSE
CE0518'THE STATION IS LOCATED ALONG S.R. 303 110' EAST OF EXTENDED
CE0518'CENTERLINE OF PAVEMENT OF BLACK ROAD 24.5' SOUTH OF CENTERLINE OF
CE0518'PAVEMENT OF S.R. 303 8' WEST OF A TELEPHONE POLE #3000085 9'
CE0518'NORTHWEST FROM THE NORTHWEST CORNER OF A GRAVEL PARKING LOT FOR
CE0518'COUNTRY MAID ICE CREAM 3' EAST OF A METAL WITNESS POST AND 82.5'
CE0518'SOUTHEAST OF A POWER AND LIGHT POLE AT THE NORTHEAST CORNER OF
CE0518'BLACK ROAD AND S.R. 303.
CE0518
|
|
|
|
|
|
|
|
|
|
|
|
2213876.25
|
575779.0625
|
0101000020960E0000A55CCCB0FAE34041AAD02C3F46922141
|
true
|
2011-03-11 08:41:00 -0500
|
false
|
41.24362204444444444444
|
-81.60770043055555555556
|
-81.6077004305556
|
41.2436220444443
|
2213877.38123663
|
575779.123388787
|
674791.175383275
|
175497.827804544
|
219
|
219
|
TW 108
|
CE0566
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 108
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW - 2017 NOT RECOVERED COSE SURVEY FIELD CREW 2022 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
20
|
27.87275
|
N
|
81
|
26
|
24.38992
|
W
|
ADJUSTED
|
-33.89
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
186476.837
|
688706.332
|
0.9999505
|
+
|
0
|
41
|
46.6
|
|
MT
|
C
|
|
|
|
334.68
|
1098.029
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF S.R. 91 AND GLENWOOD DRIVE, 72' NORTH OF CENTERLINE OF PAVEMENT OF GLENWOOD DRIVE, 33' WEST OF CENTERLINE OF PAVEMENT OF S.R. 91, 10.6' SOUTHWEST OF A POWER POLE #TW449, AND 6' WEST OF A METAL WITNESS POST 11.7' EAST OF FENCE CORNER POST,
44.6' NE OF A STEEL SIGNAL POST.
2017-NOT RECOVERED. A ROUNDABOUT IS NOW AT THIS INTERSECTION AND ALL OF THE TIES HAVE BEEN LOST.
|
2017-09-25 00:00:00 -0400
|
SCE
|
NOT RECOVERED
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0566 ***********************************************************************
CE0566 DESIGNATION - TW-108
CE0566 PID - CE0566
CE0566 STATE/COUNTY- OH/SUMMIT
CE0566 USGS QUAD -
CE0566
CE0566 HORZ DATUM - NAD 83(1986)
CE0566 VERT DATUM - NAVD 88
CE0566
CE0566 POSITION - 41 20 27.87275(N) 081 26 24.38992(W) ADJUSTED
CE0566 83 minus 27 -
CE0566
CE0566 HEIGHT - 334.680 (meters) 1098.029 (feet) ADJUSTED
CE0566 88 minus 29 -
CE0566 ***********************************************************************
CE0566 LAPLACE CORR-
CE0566 GEOID HEIGHT- -33.896
CE0566
CE0566 HORZ ORDER - THIRD
CE0566 VERT ORDER - SECOND
CE0566
CE0566.The horizontal coordinates were established by GPS observations
CE0566.and adjusted by Woolpert in March 1997.
CE0566
CE0566.The orthometric height was determined by differential leveling COSE 1990.
CE0566
CE0566
CE0566.The geoid height was determined by GEOID93.
CE0566
CE0566; North East Scale Converg.
CE0566;SPC OH N - 186476.837 688706.332 0.99995050 +0 41 46.66 MT
CE0566;SPC OH N - 611799.423 2259530.691 US SURVEY FEET
CE0566
CE0566_STATION MARK IS A SURVEY DISK
CE0566_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0566_THE MARK IS STAMPED: TW-108
CE0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0566+STABILITY: SURFACE MOTION
CE0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0566+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0566
CE0566 HISTORY - Year Condition Recov. By
CE0566 HISTORY - 1996 - GOOD COSE
CE0566 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0566 STATION DESCRIPTION
CE0566
CE0566'DESCRIBED BY COSE
CE0566'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION
CE0566'OF S.R. 91 AND GLENWOOD DRIVE 72' NORTH OF CENTERLINE OF PAVEMENT
CE0566'OF GLENWOOD DRIVE 33' WEST OF CENTERLINE OF PAVEMENT OF S.R. 91
CE0566'10.6' SOUTHWEST OF A POWER POLE #TW449 44' WEST OF A STEEL SIGNAL
CE0566'POLE AND 6' WEST OF A METAL WITNESS POST.
CE0566
|
|
|
|
|
|
|
|
|
|
|
|
2259530.5
|
611799.4375
|
0101000020960E00005E825358253D41414905F2D7AEAB2241
|
true
|
2011-02-16 06:23:00 -0500
|
false
|
41.34107576388888888889
|
-81.44010831111111111111
|
-81.4401083111111
|
41.3410757638887
|
2259530.6900485
|
611799.421768346
|
688706.331739446
|
186476.83670865
|
220
|
220
|
TW 107
|
CE0567
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
TW 107
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 - NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2014 - NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
19
|
59.9893
|
N
|
81
|
26
|
28.62725
|
W
|
ADJUSTED
|
-33.88
|
|
The horizontal coordinates were established by GPS observations
and adjusted by Woolpert in March 1997.
The orthometric height was determined by differential leveling COSE 1990.
The geoid height was determined by GEOID93.
|
OH N
|
185615.539
|
688618.267
|
0.9999499
|
+
|
0
|
41
|
43.8
|
|
MT
|
C
|
|
|
|
333.861
|
1095.343
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 91 IN THE NORTHEAST ANGLE OF S.R. 91 AND POST ROAD, 113' WEST OF CENTERLINE OF POST ROAD, 24' EAST OF S.R. 91, 43.3' EAST NORTHEAST OF A FIRE HYDRANT, 81' NORTH OF A TELEPHONE POLE #TW-2996, 27.2' NORTHWEST OF A 24" TREE AND 6' SOUTH OF A METAL WITNESS POST.
GPS STAKES OUT IN NEW PAVEMENT.
|
2014-01-15 19:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0567 ***********************************************************************
CE0567 DESIGNATION - TW-107
CE0567 PID - CE0567
CE0567 STATE/COUNTY- OH/SUMMIT
CE0567 USGS QUAD -
CE0567
CE0567 HORZ DATUM - NAD 83(1986)
CE0567 VERT DATUM - NAVD 88
CE0567
CE0567 POSITION - 41 19 59.98930(N) 081 26 28.62725(W) ADJUSTED
CE0567 83 minus 27 -
CE0567
CE0567 HEIGHT - 333.861 (meters) 1095.343 (feet) ADJUSTED
CE0567 88 minus 29 -
CE0567 ***********************************************************************
CE0567 LAPLACE CORR-
CE0567 GEOID HEIGHT- -33.886
CE0567
CE0567 HORZ ORDER - SECOND CLASS I
CE0567 VERT ORDER - SECOND
CE0567
CE0567.The horizontal coordinates were established by GPS observations
CE0567.and adjusted by Woolpert in March 1997.
CE0567
CE0567.The orthometric height was determined by differential leveling COSE 1990.
CE0567
CE0567
CE0567.The geoid height was determined by GEOID93.
CE0567
CE0567; North East Scale Converg.
CE0567;SPC OH N - 185615.539 688618.267 0.99994990 +0 41 43.88 MT
CE0567;SPC OH N - 608973.648 2259241.764 US SURVEY FEET
CE0567
CE0567_STATION MARK IS A SURVEY DISK
CE0567_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0567_THE MARK IS STAMPED: TW-107
CE0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0567+STABILITY: SURFACE MOTION
CE0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0567+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0567
CE0567 HISTORY - Year Condition Recov. By
CE0567 HISTORY - 1996 - GOOD COSE
CE0567 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0567 STATION DESCRIPTION
CE0567
CE0567'DESCRIBED BY COSE
CE0567'THE STATION IS LOCATED ALONG S.R. 91 IN THE NORTHEAST ANGLE OF S.R.
CE0567'91 AND POST ROAD 113' WEST OF CENTERLINE OF POST ROAD 24' EAST OF
CE0567'S.R. 91 43.3' EAST NORTHEAST OF A FIRE HYDRANT 81' NORTH OF A
CE0567'TELEPHONE POLE #TW-2996 27.2' NORTHWEST OF A 24" TREE AND 6' SOUTH
CE0567'OF A METAL WITNESS POST.
CE0567
|
|
|
|
|
|
|
|
|
|
|
|
2259242.0
|
608974.25
|
0101000020960E0000531102E2943C4141994BFB4A9B952241
|
true
|
2014-01-16 08:47:00 -0500
|
false
|
41.33333036111111111111
|
-81.44128534722222222222
|
-81.4412853472222
|
41.333330361111
|
2259241.7656881
|
608973.646448481
|
688618.267418267
|
185615.53866856
|
221
|
221
|
TW 105
|
CE0569
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 105
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004- GOOD COSE SURVEY FIELD CREWHISTORY - 2014- GOOD COSE SURVEY FIELD CREW HISTORY -2021- GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
41.56687
|
N
|
81
|
26
|
26.30013
|
W
|
ADJUSTED
|
-33.84
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
183197.162
|
688701.757
|
0.9999481
|
+
|
0
|
41
|
45.4
|
|
MT
|
C
|
|
|
|
300.833
|
986.984
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED NORTHWEST ANGLE OF INTERSECTION OF S.R. 82 AND S.R. 91, 107' WEST OF CENTERLINE OF PAVEMENT OF S.R. 91, 37.5' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82, 11.6' NORTH OF A CARSONITE WITNESS POST, 64' EAST OF A TELEPHONE POWER POLE, 61.5' WEST OF A STEEL SIGNAL POLE AND 6.2' NORTH OF NORTH EDGE OF THE SIDEWALK.
|
2021-05-27 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0569 ***********************************************************************
CE0569 DESIGNATION - TW-105
CE0569 PID - CE0569
CE0569 STATE/COUNTY- OH/SUMMIT
CE0569 USGS QUAD -
CE0569
CE0569 HORZ DATUM - NAD 83(1986)
CE0569 VERT DATUM - NAVD 88
CE0569
CE0569 POSITION - 41 18 41.56687(N) 081 26 26.30013(W) ADJUSTED
CE0569 83 minus 27 -
CE0569
CE0569 HEIGHT - 300.833 (meters) 986.984 (feet) ADJUSTED
CE0569 88 minus 29 -
CE0569 ***********************************************************************
CE0569 LAPLACE CORR-
CE0569 GEOID HEIGHT- -33.849
CE0569
CE0569 HORZ ORDER - FIRST
CE0569 VERT ORDER - SECOND
CE0569
CE0569.The horizontal coordinates were established by GPS observations
CE0569.and adjusted by Woolpert in March 1997.
CE0569
CE0569.The orthometric height was determined by differential leveling COSE 1990.
CE0569
CE0569
CE0569.The geoid height was determined by GEOID93.
CE0569
CE0569; North East Scale Converg.
CE0569;SPC OH N - 183197.162 688701.757 0.99994810 +0 41 45.41 MT
CE0569;SPC OH N - 601039.356 2259515.681 US SURVEY FEET
CE0569
CE0569_STATION MARK IS A SURVEY DISK
CE0569_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMMENT
CE0569_THE MARK IS STAMPED: TW-105
CE0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0569+STABILITY: SURFACE MOTION
CE0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0569+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0569
CE0569 HISTORY - Year Condition Recov. By
CE0569 HISTORY - 1996 - GOOD COSE
CE0569 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0569 STATION DESCRIPTION
CE0569
CE0569'DESCRIBED BY COSE
CE0569'THE STATION IS LOCATED NORTHWEST ANGLE OF INTERSECTION OF S.R. 82
CE0569'AND S.R. 91 107' WEST OF CENTERLINE OF PAVEMENT OF S.R. 91 37.5'
CE0569'NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82 11.6' NORTH OF A
CE0569'CARSONITE WITNESS POST 64' EAST OF A TELEPHONE POWER POLE 61.5'
CE0569'WEST OF A STEEL SIGNAL POLE AND 6.2' NORTH OF NORTH EDGE OF THE
CE0569'SIDEWALK.
CE0569
|
|
|
|
|
|
|
|
|
|
|
|
2259516.5
|
601039.375
|
0101000020960E0000E15435D71D3D41415738C3B69E572241
|
true
|
2014-03-18 10:04:00 -0400
|
false
|
41.31154635277777777778
|
-81.440638925
|
-81.440638925
|
41.3115463527776
|
2259515.68131505
|
601039.356958161
|
688701.757068341
|
183197.162395158
|
222
|
222
|
TW 104
|
CE0570
|
OH
|
Summit
|
TWINSBURG
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
TW 104
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2003 - DESTROYED COSE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
18
|
12.22513
|
N
|
81
|
26
|
25.56025
|
W
|
ADJUSTED
|
-33.83
|
|
The horizontal coordinates were established by GPS observations
and adjusted by Woolpert in March 1997.
The orthometric height was determined by differential leveling COSE 1990.
The geoid height was determined by GEOID93.
|
OH N
|
182292.294
|
688729.961
|
0.9999476
|
+
|
0
|
41
|
45.8
|
|
MT
|
C
|
|
|
|
316.026
|
1036.827
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 91, 0.4 MILES NORTH OF HIGHLAND ROAD, 0.6 MILES SOUTH OF S.R. 82, 88.5' NORTH OF A DRIVEWAY FOR HOUSE #8730, 38' WEST OF CENTERLINE OF PAVEMENT OF S.R. 91, 19' SOUTHEAST OF A POWER POLE #TW-471, 111' NORTH OF A FIRE HYDRANT, 23.5' NORTHWEST OF A MANHOLE, 13' WEST OF THE BACK OF A CURB.
REPORTED DESTROYED BY COSE
|
2003-04-30 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0570 ***********************************************************************
CE0570 DESIGNATION - TW-104
CE0570 PID - CE0570
CE0570 STATE/COUNTY- OH/SUMMIT
CE0570 USGS QUAD -
CE0570
CE0570 HORZ DATUM - NAD 83(1986)
CE0570 VERT DATUM - NAVD 88
CE0570
CE0570 POSITION - 41 18 12.22513(N) 081 26 25.56025(W) ADJUSTED
CE0570 83 minus 27 -
CE0570
CE0570 HEIGHT - 316.026 (meters) 1036.827 (feet) ADJUSTED
CE0570 88 minus 29 -
CE0570 ***********************************************************************
CE0570 LAPLACE CORR-
CE0570 GEOID HEIGHT- -33.836
CE0570
CE0570 HORZ ORDER - SECOND CLASS I
CE0570 VERT ORDER - SECOND
CE0570
CE0570.The horizontal coordinates were established by GPS observations
CE0570.and adjusted by Woolpert in March 1997.
CE0570
CE0570.The orthometric height was determined by differential leveling COSE 1990.
CE0570
CE0570
CE0570.The geoid height was determined by GEOID93.
CE0570
CE0570; North East Scale Converg.
CE0570;SPC OH N - 182292.294 688729.961 0.99994760 +0 41 45.89 MT
CE0570;SPC OH N - 598070.635 2259608.214 US SURVEY FEET
CE0570
CE0570_STATION MARK IS A SURVEY DISK
CE0570_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0570_THE MARK IS STAMPED: TW-104
CE0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0570+STABILITY: SURFACE MOTION
CE0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0570+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0570
CE0570 HISTORY - Year Condition Recov. By
CE0570 HISTORY - 1996 - GOOD COSE
CE0570 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0570 STATION DESCRIPTION
CE0570
CE0570'DESCRIBED BY COSE
CE0570'THE STATION IS LOCATED ALONG S.R. 91 0.4 MILES NORTH OF HIGHLAND
CE0570'ROAD 0.6 MILES SOUTH OF S.R. 82 88.5' NORTH OF A DRIVEWAY FOR HOUSE
CE0570'#8730 38' WEST OF CENTERLINE OF PAVEMENT OF S.R. 91 19' SOUTHEAST
CE0570'OF A POWER POLE #TW-471 111' NORTH OF A FIRE HYDRANT 23.5'
CE0570'NORTHWEST OF A MANHOLE 13' WEST OF THE BACK OF A CURB.
CE0570
|
|
|
|
|
|
|
|
|
|
|
|
2259609.25
|
598070.0625
|
0101000020960E00005DCC6A1B4C3D4141B103C3446D402241
|
false
|
2005-03-23 03:35:00 -0500
|
false
|
41.30339586944444444444
|
-81.44043340277777777777
|
-81.4404334027778
|
41.3033958694443
|
2259608.21419673
|
598070.634300342
|
688729.961147084
|
182292.293919314
|
223
|
223
|
TW 103
|
CE0571
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
TW 103
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2003 - DESTROYED COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
52.46045
|
N
|
81
|
26
|
25.65463
|
W
|
ADJUSTED
|
-33.82
|
|
The horizontal coordinates were established by GPS observations
and adjusted by Woolpert in March 1997.
The orthometric height was determined by differential leveling COSE 1990.
The geoid height was determined by GEOID93.
|
OH N
|
181682.606
|
688735.173
|
0.9999472
|
+
|
0
|
41
|
45.8
|
|
MT
|
C
|
|
|
|
335.947
|
1102.187
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 91, 74' NORTH OF CENTERLINE OF PAVEMENT OF HIGHLAND ROAD, 35' WEST OF CENTERLINE OF PAVEMENT OF S.R. 91, 61' NORTHEAST OF A POWER POLE #5011-001, 31' SOUTHEAST OF CROWN HILL CEMETARY SIGN EAST POST, 31' NORTH NORTHEAST OF "WALK" SIGNAL POLE AND 3' EAST OF A METAL WITNESS POST.
REPORTED DESTROYED BY COSE.
|
2004-05-17 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0571 ***********************************************************************
CE0571 DESIGNATION - TW-103
CE0571 PID - CE0571
CE0571 STATE/COUNTY- OH/SUMMIT
CE0571 USGS QUAD -
CE0571
CE0571 HORZ DATUM - NAD 83(1986)
CE0571 VERT DATUM - NAVD 88
CE0571
CE0571 POSITION - 41 17 52.46045(N) 081 26 25.65463(W) ADJUSTED
CE0571 83 minus 27 -
CE0571
CE0571 HEIGHT - 335.947 (meters) 1102.187 (feet) ADJUSTED
CE0571 88 minus 29 -
CE0571 ***********************************************************************
CE0571 LAPLACE CORR-
CE0571 GEOID HEIGHT- -33.828
CE0571
CE0571 HORZ ORDER - FIRST
CE0571 VERT ORDER - SECOND
CE0571
CE0571.The horizontal coordinates were established by GPS observations
CE0571.and adjusted by Woolpert in March 1997.
CE0571
CE0571.The orthometric height was determined by differential leveling COSE 1990.
CE0571
CE0571
CE0571.The geoid height was determined by GEOID93.
CE0571
CE0571; North East Scale Converg.
CE0571;SPC OH N - 181682.606 688735.173 0.99994720 +0 41 45.83 MT
CE0571;SPC OH N - 596070.350 2259625.313 US SURVEY FEET
CE0571
CE0571_STATION MARK IS A SURVEY DISK
CE0571_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0571_THE MARK IS STAMPED: TW-103
CE0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0571+STABILITY: SURFACE MOTION
CE0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0571+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0571
CE0571 HISTORY - Year Condition Recov. By
CE0571 HISTORY - 1996 - GOOD COSE
CE0571 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0571
CE0571 STATION DESCRIPTION
CE0571
CE0571'DESCRIBED BY COSE
CE0571'THE STATION IS LOCATED ALONG S.R. 91 74' NORTH OF CENTERLINE OF
CE0571'PAVEMENT OF HIGHLAND ROAD 35' WEST OF CENTERLINE OF PAVEMENT OF
CE0571'S.R. 91 61' NORTHEAST OF A POWER POLE #5011-001 31' SOUTHEAST OF
CE0571'CROWN HILL CEMETARY SIGN EAST POST 31' NORTH NORTHEAST OF "WALK"
CE0571'SIGNAL POLE AND 3' EAST OF A METAL WITNESS POST.
CE0571
|
|
|
|
|
|
|
|
|
|
|
|
2259625.25
|
596070.0625
|
0101000020960E00003BE002A8543D4141B5F837B2CC302241
|
false
|
2005-03-23 03:36:00 -0500
|
false
|
41.29790568055555555555
|
-81.44045961944444444444
|
-81.4404596194444
|
41.2979056805554
|
2259625.31258777
|
596070.348083279
|
688735.172747096
|
181682.605460977
|
224
|
224
|
TW 102
|
CE0572
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 102
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD HISTORY GOOD-2021 COSE SURVEY FEILD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
31.23607
|
N
|
81
|
26
|
24.86098
|
W
|
ADJUSTED
|
-33.81
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
181028.143
|
688761.591
|
0.9999468
|
+
|
0
|
41
|
46.3
|
|
MT
|
C
|
|
|
|
333.742
|
1094.952
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 91 103' NORTH OF CENTERLINE OF
PAVEMENT OF ENTERPRISE PARKWAY, 37' EAST OF CENTERLINE OF PAVEMENT
OF S.R. 91, 9.5' NORTHWEST OF A POWER POLE #TW4366, 14' NORTHEAST OF A
TELEPHONE POWER POLE (ALLTELL #43), 52' NORTH NORTHEAST OF A STEEL
SIGNAL POLE
|
2021-05-27 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0572 ***********************************************************************
CE0572 DESIGNATION - TW-102
CE0572 PID - CE0572
CE0572 STATE/COUNTY- OH/SUMMIT
CE0572 USGS QUAD -
CE0572
CE0572 HORZ DATUM - NAD 83(1986)
CE0572 VERT DATUM - NAVD 88
CE0572
CE0572 POSITION - 41 17 31.23607(N) 081 26 24.86098(W) ADJUSTED
CE0572 83 minus 27 -
CE0572
CE0572 HEIGHT - 333.742 (meters) 1094.952 (feet) ADJUSTED
CE0572 88 minus 29 -
CE0572 ***********************************************************************
CE0572 LAPLACE CORR-
CE0572 GEOID HEIGHT- -33.819
CE0572
CE0572 HORZ ORDER - FIRST
CE0572 VERT ORDER - SECOND
CE0572
CE0572.The horizontal coordinates were established by GPS observations
CE0572.and adjusted by Woolpert in March 1997.
CE0572
CE0572.The orthometric height was determined by differential leveling COSE 1990.
CE0572
CE0572
CE0572.The geoid height was determined by GEOID93.
CE0572
CE0572; North East Scale Converg.
CE0572;SPC OH N - 181028.143 688761.591 0.99994680 +0 41 46.35 MT
CE0572;SPC OH N - 593923.166 2259711.986 US SURVEY FEET
CE0572
CE0572_STATION MARK IS A SURVEY DISK
CE0572_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0572_THE MARK IS STAMPED: TW-102
CE0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0572+STABILITY: SURFACE MOTION
CE0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0572+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0572
CE0572 HISTORY - Year Condition Recov. By
CE0572 HISTORY - 1996 - GOOD COSE
CE0572 HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
CE0572 STATION DESCRIPTION
CE0572
CE0572'DESCRIBED BY COSE
CE0572'THE STATION IS LOCATED ALONG S.R. 91 103' NORTH OF CENTERLINE OF
CE0572'PAVEMENT OF ENTERPRISE PARKWAY 37' WEST OF CENTERLINE OF PAVEMENT
CE0572'OF S.R. 91 9.5' NORTHWEST OF A POWER POLE 14' NORTHEAST OF A
CE0572'TELEPHONE POWER POLE (ALLTELL #43) 52' NORTH NORTHEAST OF A STEEL
CE0572'SIGNAL POLE AND 3' SOUTH OF A METAL WITNESS POST.
CE0572
|
|
|
|
|
|
|
|
|
|
|
|
2259712.0
|
593923.625
|
0101000020960E0000578413FE7F3D4141C767E25406202241
|
true
|
2014-03-18 10:06:00 -0400
|
false
|
41.29201001944444444444
|
-81.44023916111111111111
|
-81.4402391611111
|
41.2920100194443
|
2259711.98497061
|
593923.165789836
|
688761.590542223
|
181028.142989012
|
225
|
225
|
HU 107
|
CE0575
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 107
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 GOOD SCEHISTORY - 2014 GOOD SCE - 2018 GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
22.08703
|
N
|
81
|
26
|
25.1314
|
W
|
ADJUSTED
|
-33.76
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
177044.358
|
688803.705
|
0.9999445
|
+
|
0
|
41
|
46.1
|
|
MT
|
C
|
|
|
|
323.521
|
1061.42
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 91 21' NORTH OF THE EXTENDED
CENTERLINE OF PAVEMENT OF VALLEY VIEW ROAD (C.H. 25) 51' NORTH OF
CENTERLINE OF DRIVEWAY TO HOUSE #6991, 32.5' EAST OF CENTERLINE OF
PAVEMENT OF S.R. 91, 41' NORTH OF WEST CORNER OF THE NORTH BRICK
PILLAR ON THE DRIVEWAY FOR HOUSE #6991, 21.5' NORTH OF TELEPHONE
POWER POLE #1000305, 12' SOUTH SOUTHEAST OF A TELEPHONE POWER POLE
AND 2.5' SOUTH FROM A METAL WITNESS POST.
|
2018-01-11 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0575 ***********************************************************************
CE0575 DESIGNATION - HU-107
CE0575 PID - CE0575
CE0575 STATE/COUNTY- OH/SUMMIT
CE0575 USGS QUAD -
CE0575
CE0575 HORZ DATUM - NAD 83(1986)
CE0575 VERT DATUM - NAVD 88
CE0575
CE0575 POSITION - 41 15 22.08703(N) 081 26 25.13140(W) ADJUSTED
CE0575 83 minus 27 -
CE0575
CE0575 HEIGHT - 323.521 (meters) 1061.420 (feet) ADJUSTED
CE0575 88 minus 29 -
CE0575 ***********************************************************************
CE0575 LAPLACE CORR-
CE0575 GEOID HEIGHT- -33.762
CE0575
CE0575 HORZ ORDER - FIRST
CE0575 VERT ORDER - SECOND
CE0575
CE0575.The horizontal coordinates were established by GPS observations
CE0575.and adjusted by Woolpert in March 1997.
CE0575
CE0575.The orthometric height was determined by differential leveling COSE 1990.
CE0575
CE0575
CE0575.The geoid height was determined by GEOID93.
CE0575
CE0575; North East Scale Converg.
CE0575;SPC OH N - 177044.358 688803.705 0.99994450 +0 41 46.17 MT
CE0575;SPC OH N - 580853.031 2259850.155 US SURVEY FEET
CE0575
CE0575_STATION MARK IS A SURVEY DISK
CE0575_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRET MONUMENT
CE0575_THE MARK IS STAMPED: HU-107
CE0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0575+STABILITY: SURFACE MOTION
CE0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0575+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0575
CE0575 HISTORY - Year Condition Recov. By
CE0575 HISTORY - 1996 - GOOD COSE
CE0575 STATION DESCRIPTION
CE0575
CE0575'DESCRIBED BY COSE
CE0575'THE STATION IS LOCATED ALONG S.R. 91 21' NORTH OF THE EXTENDED
CE0575'CENTERLINE OF PAVEMENT OF VALLEY VIEW ROAD C.H. 25 51' NORTH OF
CE0575'CENTERLINE OF DRIVEWAY TO HOUSE #6991 32.5' EAST OF CENTERLINE OF
CE0575'PAVEMENT OF S.R. 91 41' NORTH OF WEST CORNER OF THE NORTH BRICK
CE0575'PILLAR ON THE DRIVEWAY FOR HOUSE #6991 21.5' NORTH OF TELEPHONE
CE0575'POWER POLE #1000305 12' SOUTH SOUTHEAST OF A TELEPHONE POWER POLE
CE0575'AND 2.5' SOUTH FROM A METAL WITNESS POST.
CE0575
|
|
|
|
|
|
|
|
|
|
|
|
2259850.0
|
580852.5625
|
0101000020960E0000A0C7E613C53D41417F968B0FEAB92141
|
true
|
2014-03-28 10:19:00 -0400
|
false
|
41.25613528611111111111
|
-81.44031427777777777777
|
-81.4403142777778
|
41.256135286111
|
2259850.15548034
|
580853.030361846
|
688803.704997818
|
177044.357742989
|
226
|
226
|
HU 104
|
CE0578
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
HU 104
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 2000 UNABLE TO LOCATE COSE
HISTORY - 2013 UNABLE TO LOCATE COSE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
13
|
19.14621
|
N
|
81
|
26
|
24.99582
|
W
|
ADJUSTED
|
-33.7
|
|
The horizontal coordinates were established by GPS observations
and adjusted by Woolpert in March 1997.
The orthometric height was determined by differential leveling COSE 1990.
The geoid height was determined by GEOID93.
|
OH N
|
173252.216
|
688852.941
|
0.9999428
|
+
|
0
|
41
|
46.2
|
|
MT
|
C
|
|
|
|
336.497
|
1103.992
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF THE INTERSECTION
OF S.R. 91 AND BARLOW ROAD C.H. 121 68' SOUTH OF CENTERLINE OF
PAVEMENT OF BARLOW ROAD 38' EAST OF CENTERLINE OF S.R. 91 AND 3'
SOUTH OF A METAL WITNESS POST.
|
2013-07-21 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0578 ***********************************************************************
CE0578 DESIGNATION - HU-104
CE0578 PID - CE0578
CE0578 STATE/COUNTY- OH/SUMMIT
CE0578 USGS QUAD -
CE0578
CE0578 HORZ DATUM - NAD 83(1986)
CE0578 VERT DATUM - NAVD 88
CE0578
CE0578 POSITION - 41 13 19.14621(N) 081 26 24.99582(W) ADJUSTED
CE0578 83 minus 27 -
CE0578
CE0578 HEIGHT - 336.497 (meters) 1103.992 (feet) ADJUSTED
CE0578 88 minus 29 -
CE0578 ***********************************************************************
CE0578 LAPLACE CORR-
CE0578 GEOID HEIGHT- -33.707
CE0578
CE0578 HORZ ORDER - SECOND CLASS I
CE0578 VERT ORDER - SECOND
CE0578
CE0578.The horizontal coordinates were established by GPS observations
CE0578.and adjusted by Woolpert in March 1997.
CE0578
CE0578.The orthometric height was determined by differential leveling COSE 1990.
CE0578
CE0578
CE0578.The geoid height was determined by GEOID93.
CE0578
CE0578; North East Scale Converg.
CE0578;SPC OH N - 173252.216 688852.941 0.99994280 +0 41 46.26 MT
CE0578;SPC OH N - 568411.645 2260011.691 US SURVEY FEET
CE0578
CE0578_STATION MARK IS A SURVEY DISK
CE0578_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0578_THE MARK IS STAMPED: HU-104
CE0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0578+STABILITY: SURFACE MOTION
CE0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0578+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0578
CE0578 HISTORY - Year Condition Recov. By
CE0578 HISTORY - UNABLE TO LOCATE COSE
CE0578 POSSIBLY DESTROYED 1996
CE0578 STATION DESCRIPTION
CE0578
CE0578'DESCRIBED BY COSE
CE0578'THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF THE INTERSECTION
CE0578'OF S.R. 91 AND BARLOW ROAD C.H. 121 68' SOUTH OF CENTERLINE OF
CE0578'PAVEMENT OF BARLOW ROAD 38' EAST OF CENTERLINE OF A.R. 91 AND 3'
CE0578'SOUTH OF A METAL WITNESS POST.
CE0578
|
|
|
|
|
|
|
|
|
|
|
|
2260011.5
|
568411.5625
|
0101000020960E0000EED75FD8153E4141E492FC49B7582141
|
true
|
2013-07-22 08:51:00 -0400
|
false
|
41.22198505833333333334
|
-81.44027661666666666666
|
-81.4402766166667
|
41.2219850583332
|
2260011.69042491
|
568411.64450511
|
688852.940947394
|
173252.215749573
|
227
|
227
|
TW 112
|
CE0580
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 112
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2014 - GOOD COSE SURVEY FIELD CREW - 2022 - GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
18
|
30.05704
|
N
|
81
|
25
|
48.35211
|
W
|
ADJUSTED
|
-33.83
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990The geoid height was determined by GEOID93.
|
OH N
|
182852.904
|
689588.691
|
0.999948
|
+
|
0
|
42
|
10.3
|
|
MT
|
C
|
|
|
|
295.708
|
970.167
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 82, 87' WEST OF EXTENDED CENTERLINE OF PAVEMENT OF DEPOT ROAD, 30.5' SOUTH OF CENTERLINE OF S.R. 82, 19.5' EAST OF A TELEPHONE POLE #4000024, 86' NORTH OF NORTHWEST CORNER OF TWINSBURG INN MOTEL 9440 RAVENNA ROAD AND 8.5 FT. S.E. OF S.E. COR OF CB.ALSO FOUND IN ROUND IRON MONUMENT BOX.
2004- 39.2 FEET EAST OF T-POLE #4000024.
|
2021-12-03 00:00:00 -0500
|
SCE
|
Disturbed
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0580 ***********************************************************************
CE0580 DESIGNATION - TW-112
CE0580 PID - CE0580
CE0580 STATE/COUNTY- OH/SUMMIT
CE0580 USGS QUAD -
CE0580
CE0580 HORZ DATUM - NAD 83(1986)
CE0580 VERT DATUM - NAVD 88
CE0580
CE0580 POSITION - 41 18 30.05704(N) 081 25 48.35211(W) ADJUSTED
CE0580 83 minus 27 -
CE0580
CE0580 HEIGHT - 295.708 (meters) 970.167 (feet) ADJUSTED
CE0580 88 minus 29 -
CE0580 ***********************************************************************
CE0580 LAPLACE CORR-
CE0580 GEOID HEIGHT- -33.839
CE0580
CE0580 HORZ ORDER - SECOND CLASS I
CE0580 VERT ORDER - SECOND
CE0580
CE0580.The horizontal coordinates were established by GPS observations
CE0580.and adjusted by Woolpert in March 1997.
CE0580
CE0580.The orthometric height was determined by differential leveling COSE 1990
CE0580
CE0580
CE0580.The geoid height was determined by GEOID93.
CE0580
CE0580; North East Scale Converg.
CE0580;SPC OH N - 182852.904 689588.691 0.99994800 +0 42 10.34 MT
CE0580;SPC OH N - 599909.903 2262425.564 US SURVEY FEET
CE0580
CE0580_STATION MARK IS A SURVEY DISK
CE0580_WITH SETTING SET IN TOP OF A CAST IN PALCE CONCRETE MONUMENT
CE0580_THE MARK IS STAMPED: TW-112
CE0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0580+STABILITY: SURFACE MOTION
CE0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0580+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0580
CE0580 HISTORY - Year Condition Recov. By
CE0580 HISTORY - 1996 - GOOD COSE
CE0580 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0580 STATION DESCRIPTION
CE0580
CE0580'DESCRIBED BY COSE
CE0580'THE STATION IS LOCATED ALONG S.R. 82 87' WEST OF EXTENDED
CE0580'CENTERLINE OF PAVEMENT OF DEPOT ROAD 30.5' SOUTH OF CENTERLINE OF
CE0580'S.R. 82 19.5' EAST OF A TELEPHONE POLE #4000024 86' NORTH OF
CE0580'NORTHWEST CORNER OF TWINSBURG INN MOTEL AND 3' SOUTH OF A METAL
CE0580'WITNESS POST.ALSO FOUND IN ROUND IRON MONUMENT BOX.
CE0580
|
|
|
|
|
|
|
|
|
|
|
|
2262425.0
|
599910.0625
|
0101000020960E000005500CC8CC424141EC03BCCDCB4E2241
|
true
|
2014-03-21 10:15:00 -0400
|
false
|
41.30834917777777777778
|
-81.43009780833333333334
|
-81.4300978083333
|
41.3083491777776
|
2262425.56287575
|
599909.901825068
|
689588.69074191
|
182852.903782071
|
228
|
228
|
TW 111
|
CE0581
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 111
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - NOT RECOVERED COSE SURVEY CREWHISTORY - 2014 - GOOD COSE SURVEY CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
18
|
12.82004
|
N
|
81
|
25
|
13.81185
|
W
|
ADJUSTED
|
-33.82
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling 1990The geoid height was determined by GEOID93.
|
OH N
|
182331.112
|
690398.632
|
0.9999476
|
+
|
0
|
42
|
33.0
|
|
MT
|
C
|
|
|
|
301.447
|
988.999
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 82, 110' SOUTH SOUTHEAST OF CENTERLINE OF PAVEMENT OF S.R. 82 , 25' NORTHEAST OF CENTERLINE OF PAVEMENT OF RAVENNA ROAD C.H. 12, PROTECTED BY A SEVEN INCH ROUND IRON BOX. 48' NORTHWEST OF A HYDRANT.
|
2021-11-29 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0581 ***********************************************************************
CE0581 DESIGNATION - TW-111
CE0581 PID - CE0581
CE0581 STATE/COUNTY- OH/SUMMIT
CE0581 USGS QUAD -
CE0581
CE0581 HORZ DATUM - NAD 83(1986)
CE0581 VERT DATUM - NAVD 88
CE0581
CE0581 POSITION - 41 18 12.82004(N) 081 25 13.81185(W) ADJUSTED
CE0581 83 minus 27 -
CE0581
CE0581 HEIGHT - 301.447 (meters) 988.999(feet) ADJUSTED
CE0581 88 minus 29 -
CE0581 ***********************************************************************
CE0581 LAPLACE CORR-
CE0581 GEOID HEIGHT- -33.829
CE0581
CE0581 HORZ ORDER - SECOND CLASS I
CE0581 VERT ORDER - SECOND
CE0581
CE0581.The horizontal coordinates were established by GPS observations
CE0581.and adjusted by Woolpert in March 1997.
CE0581
CE0581.The orthometric height was determined by differential leveling 1990
CE0581
CE0581
CE0581.The geoid height was determined by GEOID93.
CE0581
CE0581; North East Scale Converg.
CE0581;SPC OH N - 182331.112 690398.632 0.99994760 +0 42 33.03 MT
CE0581;SPC OH N - 598197.990 2265082.845 US SURVEY FEET
CE0581
CE0581_STATION MARK IS A SURVEY DISK
CE0581_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0581_THE MARK IS STAMPED: TW-111
CE0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0581+STABILITY: SURFACE MOTION
CE0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0581+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0581
CE0581 HISTORY - Year Condition Recov. By
CE0581 HISTORY - 1996 - GOOD COSE
CE0581 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0581 STATION DESCRIPTION
CE0581
CE0581'DESCRIBED BY COSE
CE0581'THE STATION IS LOCATED ALONG S.R. 82 110' SOUTH SOUTHEAST OF
CE0581'CENTERLINE OF PAVEMENT OF S.R. 82 25' NORTHEAST OF CENTERLINE OF
CE0581'PAVEMENT OF RAVENNA ROAD C.H. 12 AND 3' SOUTH OF A METAL WITNESS
CE0581'POST. PROTECTED BY A SEVEN INCH ROUND IRON BOX.
CE0581
|
|
|
|
|
|
|
|
|
|
|
|
2265083.25
|
598198.375
|
0101000020960E000040AB276CFD474141424E11FA6B412241
|
true
|
2014-03-25 10:00:00 -0400
|
false
|
41.30356112222222222222
|
-81.42050329166666666667
|
-81.4205032916667
|
41.3035611222221
|
2265082.8449606
|
598197.988413282
|
690398.631941255
|
182331.111530574
|
229
|
229
|
TW 110
|
CE0582
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 110
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2014 - GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
18
|
13.32904
|
N
|
81
|
24
|
38.46253
|
W
|
ADJUSTED
|
-33.82
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990The geoid height was determined by GEOID93.
|
OH N
|
182357.036
|
691220.672
|
0.9999476
|
+
|
0
|
42
|
56.2
|
|
MT
|
C
|
|
|
|
308.838
|
1013.245
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF THE INTERSECTION
OF S.R. 82 AND HERRICK ROAD (T.R. 104) 56' EAST OF CENTERLINE OF
PAVEMENT OF HERRICK ROAD, 30' SOUTH OF CENTERLINE OF PAVEMENT OF
S.R. 82, 22.5' WEST OF A TELEPHONE POLE #4000072, 40.5' NORTHEAST OF A
TELEPHONE POWER POLE #TW3403 /4002001.
|
2021-11-29 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0582 ***********************************************************************
CE0582 DESIGNATION - TW-110
CE0582 PID - CE0582
CE0582 STATE/COUNTY- OH/SUMMIT
CE0582 USGS QUAD -
CE0582
CE0582 HORZ DATUM - NAD 83(1986)
CE0582 VERT DATUM - NAVD 88
CE0582
CE0582 POSITION - 41 18 13.32904(N) 081 24 38.46253(W) ADJUSTED
CE0582 83 minus 27 -
CE0582
CE0582 HEIGHT - 308.838 (meters) 1013.245(feet) ADJUSTED
CE0582 88 minus 29 -
CE0582 ***********************************************************************
CE0582 LAPLACE CORR-
CE0582 GEOID HEIGHT- -33.824
CE0582
CE0582 HORZ ORDER - SECOND CLASS I
CE0582 VERT ORDER - SECOND
CE0582
CE0582.The horizontal coordinates were established by GPS observations
CE0582.and adjusted by Woolpert in March 1997.
CE0582
CE0582.The orthometric height was determined by differential leveling COSE 1990
CE0582
CE0582
CE0582.The geoid height was determined by GEOID93.
CE0582
CE0582; North East Scale Converg.
CE0582;SPC OH N - 182357.036 691220.672 0.99994760 +0 42 56.25 MT
CE0582;SPC OH N - 598283.042 2267779.821 US SURVEY FEET
CE0582
CE0582_STATION MARK IS A SURVEY DISK
CE0582_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0582_THE MARK IS STAMPED: TW-110
CE0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0582+STABILITY: SURFACE MOTION
CE0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0582+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0582
CE0582 HISTORY - Year Condition Recov. By
CE0582 HISTORY - 1996 - GOOD COSE
CE0582 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0582 STATION DESCRIPTION
CE0582
CE0582'DESCRIBED BY COSE
CE0582'THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF THE INTERSECTION
CE0582'OF S.R. 82 AND HERRICK ROAD (T.R. 104) 56' EAST OF CENTERLINE OF
CE0582'PAVEMENT OF HERRICK ROAD 30' SOUTH OF CENTERLINE OF PAVEMENT OF
CE0582'S.R. 82 22.5' WEST OF A TELEPHONE POLE #4000072 40.5' NORTHEAST OF A
CE0582'TELEPHONE POWER POLE #TW3403 4002001 AND 2' SOUTH OF A METAL WITNESS
CE0582'POST.
CE0582
|
|
|
|
|
|
|
|
|
|
|
|
2267780.25
|
598283.3125
|
0101000020960E000020272BE9414D4141B322D21516422241
|
true
|
2014-03-25 10:01:00 -0400
|
false
|
41.30370251111111111111
|
-81.41068403611111111111
|
-81.4106840361111
|
41.303702511111
|
2267779.82162942
|
598283.042618832
|
691220.672073991
|
182357.036104278
|
230
|
230
|
TW 109
|
CE0583
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 109
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2014 - GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
18
|
14.35171
|
N
|
81
|
24
|
15.52294
|
W
|
ADJUSTED
|
-33.82
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990The geoid height was determined by GEOID93.
|
OH N
|
182395.266
|
691753.856
|
0.9999476
|
+
|
0
|
43
|
11.3
|
|
MT
|
C
|
|
|
|
305.006
|
1000.675
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 82, 0.8 MILES EAST OF RAVENNA ROAD
ALSO 0.35 MILES EAST OF HERRICK ROAD (T.R. 104) THE MARK IS SET IN
FRONT OF HOUSE #3819, 28' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82,
49' WEST OF THE DRIVEWAY TO HOUSE #3819, 44.5' EAST OF A DRIVEWAY TO
FREEDOM CENTER (BEHIND HOUSE #3809) AND 45.3' SOUTH OF FACE OF HOUSE #3819.
|
2021-11-29 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0583 ***********************************************************************
CE0583 DESIGNATION - TW-109
CE0583 PID - CE0583
CE0583 STATE/COUNTY- OH/SUMMIT
CE0583 USGS QUAD -
CE0583
CE0583 HORZ DATUM - NAD 83(1986)
CE0583 VERT DATUM - NAVD 88
CE0583
CE0583 POSITION - 41 18 14.35171(N) 081 24 15.52294(W) ADJUSTED
CE0583 83 minus 27 -
CE0583
CE0583 HEIGHT - 305.006(meters) 1000.675(feet) ADJUSTED
CE0583 88 minus 29 -
CE0583 ***********************************************************************
CE0583 LAPLACE CORR-
CE0583 GEOID HEIGHT- -33.821
CE0583
CE0583 HORZ ORDER - SECOND CLASS I
CE0583 VERT ORDER - SECOND
CE0583
CE0583.The horizontal coordinates were established by GPS observations
CE0583.and adjusted by Woolpert in March 1997.
CE0583
CE0583.The orthometric height was determined by differential leveling COSE 1990
CE0583
CE0583
CE0583.The geoid height was determined by GEOID93.
CE0583
CE0583; North East Scale Converg.
CE0583;SPC OH N - 182395.266 691753.856 0.99994760 +0 43 11.32 MT
CE0583;SPC OH N - 598408.469 2269529.109 US SURVEY FEET
CE0583
CE0583_STATION MARK IS A SURVEY DISK
CE0583_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0583_THE MARK IS STAMPED: TW-109
CE0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0583+STABILITY: SURFACE MOTION
CE0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0583+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0583
CE0583 HISTORY - Year Condition Recov. By
CE0583 HISTORY - 1996 - GOOD COSE
CE0583 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0583 STATION DESCRIPTION
CE0583
CE0583'DESCRIBED BY COSE
CE0583'THE STATION IS LOCATED ALONG S.R. 82 0.8 MILES EAST OF RAVENNA ROAD
CE0583'ALSO 0.35 MILES EAST OF HERRICK ROAD (T.R. 104) THE MARK IS SET IN
CE0583'FRONT OF HOUSE #3819 28' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82
CE0583'49' WEST OF THE DRIVEWAY TO HOUSE #3819 44.5' EAST OF A DRIVEWAY TO
CE0586'FREEDOM CENTER (BEHIND HOUSE #3809).
CE0583
|
|
|
|
|
|
|
|
|
|
|
|
2269529.0
|
598408.125
|
0101000020960E0000B8B5FD8DAC504141496F22EF10432241
|
true
|
2014-03-25 10:03:00 -0400
|
false
|
41.30398658611111111111
|
-81.40431192777777777778
|
-81.4043119277778
|
41.303986586111
|
2269529.10930511
|
598408.467059591
|
691753.85602391
|
182395.265550277
|
231
|
231
|
HU 113
|
CE0586
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 113
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSE - 2004 GOOD SCE - 2013 GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
24.45447
|
N
|
81
|
24
|
39.73014
|
W
|
ADJUSTED
|
-33.72
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175296.875
|
691279.34
|
0.9999437
|
+
|
0
|
42
|
55.4
|
|
MT
|
C
|
|
|
|
337.102
|
1105.974
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE NORTHEAST ANGLE OF THE INTERSECTION
OF S.R. 303 AND STOW ROAD (C.H. 106) 103' NORTH OF CENTERLINE OF
PAVEMENT OF S.R. 303 29' EAST OF CENTERLINE OF PAVEMENT OF STOW
ROAD AND 1' WEST OF A CARSONITE WITNESS POST. 13.5' SOUTH OF
TELEPHONE POLE 3201-501.
|
2022-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0586 ***********************************************************************
CE0586 DESIGNATION - HU-113
CE0586 PID - CE0586
CE0586 STATE/COUNTY- OH/SUMMIT
CE0586 USGS QUAD -
CE0586
CE0586 HORZ DATUM - NAD 83(1986)
CE0586 VERT DATUM - NAVD 88
CE0586
CE0586 POSITION - 41 14 24.45447(N) 081 24 39.73014(W) ADJUSTED
CE0586 83 minus 27 -
CE0586
CE0586 HEIGHT - 337.102 (meters) 1105.974 (feet) ADJUSTED
CE0586 88 minus 29 -
CE0586 ***********************************************************************
CE0586 LAPLACE CORR-
CE0586 GEOID HEIGHT- -33.727
CE0586
CE0586 HORZ ORDER - SECOND CLASS I
CE0586 VERT ORDER - SECOND
CE0586
CE0586.The horizontal coordinates were established by GPS observations
CE0586.and adjusted by Woolpert in March 1997.
CE0586
CE0586.The orthometric height was determined by differential leveling COSE 1990.
CE0586
CE0586
CE0586.The geoid height was determined by GEOID93.
CE0586
CE0586; North East Scale Converg.
CE0586;SPC OH N - 175296.875 691279.340 0.99994370 +0 42 55.42 MT
CE0586;SPC OH N - 575119.831 2267972.301 US SURVEY FEET
CE0586
CE0586_STATION MARK IS A SURVEY DISK
CE0586_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0586_THE MARK IS STAMPED: HU-113
CE0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0586+STABILITY: SURFACE MOTION
CE0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0586+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0586
CE0586 HISTORY - Year Condition Recov. By
CE0586 HISTORY - 1996 - GOOD COSE
CE0586 STATION DESCRIPTION
CE0586
CE0586'DESCRIBED BY COSE
CE0586'THE STATION IS LOCATED AT THE NORTHEAST ANGLE OF THE INTERSECTION
CE0586'OF S.R. 303 AND STOW ROAD (C.H. 106) 103' NORTH OF CENTERLINE OF
CE0586'PAVEMENT OF S.R. 303 29' EAST OF CENTERLINE OF PAVEMENT OF STOW
CE0586'ROAD AND 1' WEST OF A CARSONITE WITNESS POST.
CE0586
|
|
|
|
|
|
|
|
|
|
|
|
2267973.0
|
575120.3125
|
0101000020960E00000AA9B226A24D4141E34ED5A91F8D2141
|
true
|
2013-08-14 09:01:00 -0400
|
false
|
41.24012624166666666666
|
-81.41103615
|
-81.41103615
|
41.2401262416665
|
2267972.30232728
|
575119.831705537
|
691279.340308035
|
175296.875297584
|
232
|
232
|
HU 112
|
CE0587
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 112
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSE - 2004 GOOD SCE - 2013 GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
23.63051
|
N
|
81
|
24
|
9.36518
|
W
|
ADJUSTED
|
-33.72
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by DIFFERENTIAL leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175280.322
|
691986.639
|
0.9999436
|
+
|
0
|
43
|
15.3
|
|
MT
|
C
|
|
|
|
332.874
|
1092.105
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303 0.1 MILES EAST OF EVERGREEN
DRIVE 36.5' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 303 98' WEST OF
AN ASPHALT DRIVEWAY TO HOUSE #2573 16.5' SOUTHEAST OF A TELEPHONE
POWER POLE #3000-041 AND 3' EAST OF A METAL WITNESS POST.
|
2022-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0587 ***********************************************************************
CE0587 DESIGNATION - HU-112
CE0587 PID - CE0587
CE0587 STATE/COUNTY- OH/SUMMIT
CE0587 USGS QUAD -
CE0587
CE0587 HORZ DATUM - NAD 83(1986)
CE0587 VERT DATUM - NAVD 88
CE0587
CE0587 POSITION - 41 14 23.63051(N) 081 24 09.36518(W) ADJUSTED
CE0587 83 minus 27 -
CE0587
CE0587 HEIGHT - 332.874 (meters) 1092.105 (feet) ADJUSTED
CE0587 88 minus 29 -
CE0587 ***********************************************************************
CE0587 LAPLACE CORR-
CE0587 GEOID HEIGHT- -33.725
CE0587
CE0587 HORZ ORDER - SECOND CLASS I
CE0587 VERT ORDER - SECOND
CE0587
CE0587.The horizontal coordinates were established by GPS observations
CE0587.and adjusted by Woolpert in March 1997.
CE0587
CE0587.The orthometric height was determined by DIFFERENTIAL leveling COSE 1990.
CE0587
CE0587
CE0587.The geoid height was determined by GEOID93.
CE0587
CE0587; North East Scale Converg.
CE0587;SPC OH N - 175280.322 691986.639 0.99994360 +0 43 15.37 MT
CE0587;SPC OH N - 575065.523 2270292.831 US SURVEY FEET
CE0587
CE0587_STATION MARK IS A SURVEY DISK
CE0587_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0587_THE MARK IS STAMPED: HU-112
CE0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0587+STABILITY: SURFACE MOTION
CE0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0587+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0587
CE0587 HISTORY - Year Condition Recov. By
CE0587 HISTORY - 1996 - GOOD COSE
CE0587 STATION DESCRIPTION
CE0587
CE0587'DESCRIBED BY COSE
CE0587'THE STATION IS LOCATED ALONG S.R. 303 0.1 MILES EAST OF EVERGREEN
CE0587'DRIVE 36.5' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 303 98' WEST OF
CE0587'AN ASPHALT DRIVEWAY TO HOUSE #2573 16.5' SOUTHEAST OF A TELEPHONE
CE0587'POWER POLE #3000-041 AND 3' EAST OF A METAL WITNESS POST.
CE0587
|
|
|
|
|
|
|
|
|
|
|
|
2270292.25
|
575066.0
|
0101000020960E0000A9B0676A2A524141BCBDA60BB38C2141
|
true
|
2013-08-13 10:09:00 -0400
|
false
|
41.23989736388888888889
|
-81.40260143888888888889
|
-81.4026014388889
|
41.2398973638887
|
2270292.83128937
|
575065.522756509
|
691986.638950278
|
175280.321896812
|
236
|
236
|
HU 111
|
CE0588
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 111
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2004 GOOD SCEHISTORY - 2013 GOOD SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
23.25709
|
N
|
81
|
23
|
32.13627
|
W
|
ADJUSTED
|
-33.72
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175279.762
|
692853.577
|
0.9999436
|
+
|
0
|
43
|
39.8
|
|
MT
|
C
|
|
|
|
333.181
|
1093.112
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303 32' WEST OF EXTENDED
CENTERLINE OF PAVEMENT OF STONE ROAD 22' NORTH OF CENTERLINE OF
PAVEMENT OF S.R. 303 . THE MARK IS SET IN FRONT OF HOUSE #2851.
|
2016-08-31 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0588 ***********************************************************************
CE0588 DESIGNATION - HU-111
CE0588 PID - CE0588
CE0588 STATE/COUNTY- OH/SUMMIT
CE0588 USGS QUAD -
CE0588
CE0588 HORZ DATUM - NAD 83(1986)
CE0588 VERT DATUM - NAVD 88
CE0588
CE0588 POSITION - 41 14 23.25709(N) 081 23 32.13627(W) ADJUSTED
CE0588 83 minus 27 -
CE0588
CE0588 HEIGHT - 333.181 (meters) 1093.112 (feet) ADJUSTED
CE0588 88 minus 29 -
CE0588 ***********************************************************************
CE0588 LAPLACE CORR-
CE0588 GEOID HEIGHT- -33.722
CE0588
CE0588 HORZ ORDER - SECOND CLASS I
CE0588 VERT ORDER - SECOND
CE0588
CE0588.The horizontal coordinates were established by GPS observations
CE0588.and adjusted by Woolpert in March 1997.
CE0588
CE0588.The orthometric height was determined by differential leveling COSE 1990.
CE0588
CE0588
CE0588.The geoid height was determined by GEOID93.
CE0588
CE0588; North East Scale Converg.
CE0588;SPC OH N - 175279.762 692853.577 0.99994360 +0 43 39.82 MT
CE0588;SPC OH N - 575063.686 2273137.111 US SURVEY FEET
CE0588
CE0588_STATION MARK IS A SURVEY DISK
CE0588_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0588_THE MARK IS STAMPED: HU-111
CE0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0588+STABILITY: SURFACE MOTION
CE0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0588+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0588
CE0588 HISTORY - Year Condition Recov. By
CE0588 HISTORY - 1996 - GOOD COSE
CE0588 STATION DESCRIPTION
CE0588
CE0588'DESCRIBED BY COSE
CE0588'THE STATION IS LOCATED ALONG S.R. 303 32' WEST OF EXTENDED
CE0588'CENTERLINE OF PAVEMENT OF STPNE ROAD 22' NORTH OF CENTERLINE OF
CE0588'PAVEMENT OF S.R. 303 8' SOUTHWEST OF A TELEPHONE-POWER POLE
CE0588'#3000-058. THE MARK IS SET IN FRONT OF HOUSE #2851.
CE0588
|
|
|
|
|
|
|
|
|
|
|
|
2273137.75
|
575063.0625
|
0101000020960E00005D284B8EB85741413BA7755FAF8C2141
|
true
|
2013-08-14 09:03:00 -0400
|
false
|
41.23979363611111111111
|
-81.392260075
|
-81.392260075
|
41.239793636111
|
2273137.11166863
|
575063.686444498
|
692853.577343753
|
175279.76218779
|
246
|
246
|
COSE 539
|
CE0539
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
NO STAMP
|
Summit County Engineer
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 GOOD COSE SURVEY FIELD CREWHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
52.17073
|
N
|
81
|
34
|
44.99065
|
W
|
ADJUSTED
|
-33.66
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
168586.404
|
677256.2
|
0.9999411
|
+
|
0
|
36
|
17.7
|
|
MT
|
C
|
|
|
|
223.615
|
733.642
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 0.3 MILES EAST OF INTERSECTION OF IRA AND
RIVERVIEW ROADS. THE MARK IS 13.0' SOUTH OF CENTERLINE OF PAVEMENT
OF IRA ROAD 74.0' WEST OF CENTERLINE OF PAVEMENT OF AKRON-PENINSULA
ROAD 28.0' NORTHWEST OF A TELEPHONE POLE #NH-773 AT THE SOUTHWEST
CORNER OF IRA AND AKRON-PENINSULA ROADS 40.5' SOUTH OF A TELEPHONE
POLE #1015 8' AND 45.0' EAST OF THE WEST END OF A GUARDRAIL POST AND
4.5' NORTH OF A CARSONITE MARKER.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 16 1996
CE0539 ***********************************************************************
CE0539 DESIGNATION - COSE 539
CE0539 PID - CE0539
CE0539 STATE/COUNTY- OH/SUMMIT
CE0539 USGS QUAD -
CE0539
CE0539 HORZ DATUM - NAD 83(1986)
CE0539 VERT DATUM - NGVD 88
CE0539
CE0539 POSITION - 41 10 52.17073(N) 081 34 44.99065(W) ADJUSTED
CE0539 83 minus 27 -
CE0539
CE0539 HEIGHT - 223.615 (meters) 733.642 (feet) ADJUSTED
CE0539 88 minus 29 -
CE0539 ***********************************************************************
CE0539 LAPLACE CORR-
CE0539 GEOID HEIGHT- -33.667
CE0539
CE0539 HORZ ORDER - FIRST
CE0539 VERT ORDER - SECOND
CE0539
CE0539.The horizontal coordinates were established by GPS observations
CE0539.and adjusted by Woolpert in March 1997.
CE0539
CE0539.The orthometric height was determined by differential leveling COSE 1990.
CE0539
CE0539
CE0539.The geoid height was determined by GEOID93.
CE0539
CE0539; North East Scale Converg.
CE0539;SPC OH N - 168586.404 677256.200 0.99994110 +0 36 17.79 MT
CE0539;SPC OH N - 553103.894 2221964.716 US SURVEY FEET
CE0539
CE0539_STATION MARK IS A CITY OF AKRON SURVEY DISK
CE0539_WITH SETTING SET IN TOP OF 6" DIAM P.V.C. PIPE FILLED W CONCRETE
CE0539_THE MARK IS STAMPED: NO STAMP
CE0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0539+STABILITY: SURFACE MOTION
CE0539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0539+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0539
CE0539 HISTORY - Year Condition Recov. By
CE0539 HISTORY - 1996 - GOOD COSE
CE0539 STATION DESCRIPTION
CE0539
CE0539'DESCRIBED BY COSE
CE0539'THE STATION IS LOCATED 0.3 MILES EAST OF INTERSECTION OF IRA AND
CE0539'RIVERVIEW ROADS. THE MARK IS 13.0' SOUTH OF CENTERLINE OF PAVEMENT
CE0539'OF IRA ROAD 74.0' WEST OF CENTERLINE OF PAVEMENT OF AKRON-PENINSULA
CE0539'ROAD 28.0' NORTHWEST OF A TELEPHONE POLE #NH-773 AT THE SOUTHWEST
CE0539'CORNER OF IRA AND AKRON-PENINSULA ROADS 40.5' SOUTH OF A TELEPHONE
CE0539'POLE #1015 8' AND 45.0' EAST OF THE WEST END OF A GUARDRAIL POST.
CE0539
|
|
|
|
|
|
|
|
|
|
|
|
2221965.0
|
553104.4375
|
0101000020960E00006F76775BC6F34041A99C08C91FE12041
|
true
|
2013-11-22 09:41:00 -0500
|
false
|
41.18115853611111111111
|
-81.57916406944444444445
|
-81.5791640694444
|
41.181158536111
|
2221964.71458321
|
553103.892643829
|
677256.199517361
|
168586.403650631
|
247
|
247
|
COSE 542
|
CE0542
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
NO STAMP
|
Summit County Engineer
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 GOOD COSE CREWHISTORY - 2000 GOOD COSE CREWHISTORY -2010 GOOD COSE CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
50.09118
|
N
|
81
|
34
|
0.9284
|
W
|
ADJUSTED
|
-33.63
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
166682.434
|
678303.517
|
0.9999406
|
+
|
0
|
36
|
46.7
|
|
MT
|
C
|
|
|
|
225.561
|
740.029
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 0.4 MILES EAST OF INTERSECTION OF BATH AND
RIVERVIEW ROADS. THE MARK IS 26' EAST OF THE CENTERLINE OF PAVEMENT
OF AKRON-PENINSULA ROAD 39.0' NORTH OF THE CENTERLINE OF PAVEMENT OF
BATH ROAD 53.1' SOUTH OF THE SOUTHWEST CORNER OF A SANDSTONE AND WOOD CUYAHOGA VALLEY NATIONAL RECREATION CENTER SIGN 78.3' NORTH OF A
POWER POLE #NH744 AND 7.8' SOUTHWEST OF A WOOD SIGNAL POLE.
|
2018-07-19 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 16 1996
CE0542 ***********************************************************************
CE0542 DESIGNATION - COSE 542
CE0542 PID - CE0542
CE0542 STATE/COUNTY- OH/SUMMIT
CE0542 USGS QUAD -
CE0542
CE0542 HORZ DATUM - NAD 83(1986)
CE0542 VERT DATUM - NGVD 88
CE0542
CE0542 POSITION - 41 09 50.09118(N) 081 34 00.92840(W) ADJUSTED
CE0542 83 minus 27 -
CE0542
CE0542 HEIGHT - 225.561 (meters) 740.029 (feet) ADJUSTED GPS OBS
CE0542 88 minus 29 -
CE0542 ***********************************************************************
CE0542 LAPLACE CORR-
CE0542 GEOID HEIGHT- -33.636
CE0542
CE0542 HORZ ORDER - FIRST
CE0542 VERT ORDER - SECOND
CE0542
CE0542.The horizontal coordinates were established by GPS observations
CE0542.and adjusted by Woolpert in March 1997.
CE0542
CE0542.The orthometric height was determined by differential leveling COSE 1990.
CE0542
CE0542
CE0542.The geoid height was determined by GEOID93.
CE0542
CE0542; North East Scale Converg.
CE0542;SPC OH N - 166682.434 678303.517 0.99994060 +0 36 46.74 MT
CE0542;SPC OH N - 546857.286 2225400.789 US SURVEY FEET
CE0542
CE0542_STATION MARK IS A CITY OF AKRON SURVEY DISK
CE0542_WITH SETTING SET IN TOP OF 6" DIAM P.V.C. PIPE FILLED W CONCRETE
CE0542_THE MARK IS STAMPED: NO STAMP
CE0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0542+STABILITY: SURFACE MOTION
CE0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0542+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0542
CE0542 HISTORY - Year Condition Recov. By
CE0542 HISTORY - 1996 - GOOD COSE
CE0542 STATION DESCRIPTION
CE0542
CE0542'DESCRIBED BY COSE
CE0542'THE STATION IS LOCATED 0.4 MILES EAST OF INTERSECTION OF BATH AND
CE0542'RIVERVIEW ROADS. THE MARK IS 28' EAST OF CENTERLINE OF PAVEMENT
CE0542'OF AKRON-PENINSULA ROAD 39.0' NORTH OF CENTERLINE OF BATH ROAD
CE0542'54.5' SOUTH OF THE WEST END OF A SANDSTONE AND WOOD CUYAHOGA
CE0542'VALLEY NATIONAL RECREATION CENTER SIGN 4.0' WEST SOUTHWEST OF A
CE0542'CARSONITE WITNESS POST AND 77.5' NORTH OF A POWER POLE #NH744.
CE0542
|
|
|
|
|
|
|
|
|
|
|
|
2225400.75
|
546857.125
|
0101000020960E0000204F22657CFA4041505B329252B02041
|
true
|
2010-11-29 09:43:00 -0500
|
false
|
41.16391421666666666667
|
-81.56692455555555555556
|
-81.5669245555555
|
41.1639142166665
|
2225400.79010953
|
546857.285540441
|
678303.51743242
|
166682.433997577
|
248
|
248
|
BA 103
|
CE1001
|
OH
|
Summit
|
West Richfield
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BA 103
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSE CREWHISTORY - 1999 - GOOD COSE CREWHISTORY - 2002 - GOOD COSE CREWHISTORY - 2004 - GOOD SCEHISTORY - 2005 - GOOD SCEHISTORY - 2010 - GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
9
|
24.19
|
N
|
81
|
38
|
6.8
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
281.061
|
922.114
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSETHE STATION IS LOCATED AT THE
INTERSECTION OF CLEVELAND-MASSILLON AND YELLOW CREEK ROADS 60.0'
SOUTH OF CENTERLINE OF PAVEMENT OF YELLOW CREEK ROAD 24.5' WEST
OF CENTERLINE OF PAVEMENT OF CLEVELAND-MASSILLON ROAD 18.0' EAST
SOUTHEAST OF A 22" EVERGREEN TREE AND 20.0' NORTH OF A
TELEPHONE POLE #GEN TEL 26900.740 AND 1' EAST OF CARSONITE MARKER.
|
2018-08-30 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1001 *********************************************************************
CE1001 DESIGNATION - BA 103
CE1001 PID - CE1001
CE1001 STATE/COUNTY- OH/SUMMIT
CE1001
CE1001 HORZ DATUM - NAD 83(1986)
CE1001 VERT DATUM - NAVD 88
CE1001
CE1001 POSITION - 41 09 24.19 (N) 081 38 06.80 (W) SCALED
CE1001 83 MINUS 27 -
CE1001
CE1001 HEIGHT - 281.061 (meters) 922.114 (feet) ADJUST
CE1001 88 MINUS 29 -
CE1001 *********************************************************************
CE1001
CE1001 VERT ORDER - SECOND
CE1001
CE1001 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1001 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1001 BY DIFFERENTIAL LEVELING COSE 1990.
CE1001
CE1001_STATION MARK IS A SURVEY DISK
CE1001_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1001_THE MARK IS STAMPED: BA-103
CE1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1001+STABILITY: SURFACE MOTION
CE1001_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1001+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1001
CE1001 HISTORY - Year Condition Recov. By
CE1001 HISTORY - 1996 - GOOD COSE
CE1001 HISTORY - 1999 - GOOD COSE SURVEY FIELD CREW
CE1001 STATION DESCRIPTION
CE1001
CE1001 DESCRIBED BY COSE
CE1001 THE STATION IS LOCATED ON A TRAFFIC ISLAND AT THE INTERSECTION
CE1001 OF CLEVELAND-MASSILLON AND YELLOW CREEK ROADS 60.0' SOUTH OF
CE1001 CENTERLINE OF PAVEMENT OF YELLOW CREEK ROAD 24.5' WEST OF
CE1001 CENTERLINE OF PAVEMENT OF CLEVELAND-MASSILLON ROAD 18.0' EAST
CE1001 SOUTHEAST OF A 22" EVERGREEN TREE AND 20.0' NORTH OF A
CE1001 TELEPHONE POLE #GEN TEL 26900.740.1' EAST OF CARSONITE MARKER.
CE1001
|
|
|
|
|
|
|
|
|
|
|
|
2206684.0
|
544023.3125
|
0101000020960E0000BA752B9ECFD540413E7DAB8A549A2041
|
true
|
2010-12-09 09:33:00 -0500
|
false
|
41.15671944444444444444
|
-81.63522222222222222222
|
-81.6352222222222
|
41.1567194444443
|
2206623.23570129
|
544042.270839609
|
672580.107401968
|
165824.415800724
|
249
|
249
|
137 CWL 1952
|
CE1002
|
OH
|
Summit
|
|
USGS
|
1951-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
137 CWL 1952
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2003 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
14
|
15.93
|
N
|
81
|
32
|
4.28
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
267.183
|
876.582
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS BO-9
THE STATION IS LOCATED 300.0'+- EAST OF THE INTERSECTION OF
PINE LANE AND S.R. 303 11.0' EAST OF A POWER POLE #300020/80.458(POLE # MISSING). 50.0' WEST OF
B.M. SB-1.
NOT GOOD GPS
|
2019-08-08 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1002 *********************************************************************
CE1002 DESIGNATION - 137 CWL 1952
CE1002 PID - CE1002
CE1002 STATE/COUNTY- OH/SUMMIT
CE1002
CE1002 HORZ DATUM - NAD 83(1986)
CE1002 VERT DATUM - NAVD 88
CE1002
CE1002 POSITION - 41 14 15.93 (N) 081 32 04.28 (W) SCALED
CE1002 83 MINUS 27 -
CE1002
CE1002 HEIGHT - 267.183 (meters) 876.582 (feet) ADJUST
CE1002 88 MINUS 29 -
CE1002 *********************************************************************
CE1002
CE1002 VERT ORDER - SECOND
CE1002
CE1002 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1002 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1002 BY DIFFERENTIAL LEVELING COSE 1990.
CE1002
CE1002_STATION MARK IS A SURVEY DISK
CE1002_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1002_THE MARK IS STAMPED: 137 CWL 1952
CE1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1002+STABILITY: SURFACE MOTION
CE1002_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1002+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1002
CE1002 HISTORY - Year Condition Recov. By
CE1002 HISTORY - 1996 - GOOD COSE
CE1002 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1002 STATION DESCRIPTION
CE1002
CE1002 DESCRIBED BY COSE ALSO KNOWN AS BO 9
CE1002 THE STATION IS LOCATED 300.0'+- EAST OF THE INTERSECTION OF
CE1002 PINE LANE AND S.R. 303 105.0' +- EAST OF VALLEY DRIVE AND S.R.
CE1002 303 11.0' EAST OF A POWER POLE #300020/80.458 50.0' WEST OF
CE1002 B.M. SB-1.
CE1002
|
|
|
|
|
|
|
|
|
|
|
|
2234045.75
|
573763.0
|
0101000020960E00003AEB2EEB530B4141EA7ECF5842832141
|
true
|
2011-01-12 03:11:00 -0500
|
false
|
41.23775833333333333333
|
-81.53452222222222222222
|
-81.5345222222222
|
41.2377583333332
|
2234023.83736935
|
573857.173458067
|
680931.827493833
|
174912.016294034
|
250
|
250
|
136 CWL 1952
|
CE1003
|
OH
|
Summit
|
|
USGS
|
1951-12-31 00:00:00 -0500
|
DISK IN HEADWALL
|
136 CWL 1952
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW-2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
14
|
42.53
|
N
|
81
|
34
|
19.24
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
264.41
|
867.485
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS BO 12
THE STATION IS LOCATED 0.9 MILES WEST OF RIVERVIEW ROAD ON
S.R. 303 EAST OF RESIDENCE #2310 S.R. 303 27.0' NORTH OF S.R. 303 IN
THE CENTER OF A CONCRETE HEADWALL OF A CULVERT 0.5'
NORTHWEST OF A CARSONITE WITNESS POST.
|
2017-09-12 00:00:00 -0400
|
COSE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1003 *********************************************************************
CE1003 DESIGNATION - 136 CWL 1952
CE1003 PID - CE1003
CE1003 STATE/COUNTY- OH/SUMMIT
CE1003
CE1003 HORZ DATUM - NAD 83(1986)
CE1003 VERT DATUM - NAVD 88
CE1003
CE1003 POSITION - 41 14 42.53 (N) 081 34 19.24 (W) SCALED
CE1003 83 MINUS 27 -
CE1003
CE1003 HEIGHT - 264.410 (meters) 867.485 (feet) ADJUST
CE1003 88 MINUS 29 -
CE1003 *********************************************************************
CE1003
CE1003 VERT ORDER - SECOND
CE1003
CE1003 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1003 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1003 BY DIFFERENTIAL LEVELING COSE 1990.
CE1003
CE1003_STATION MARK IS A SURVEY DISK
CE1003_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF CULVERT
CE1003_THE MARK IS STAMPED: 136 CWL 1952
CE1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1003+STABILITY: SURFACE MOTION
CE1003_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1003+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1003
CE1003 HISTORY - Year Condition Recov. By
CE1003 HISTORY - 1996 - GOOD COSE
CE1003 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1003 STATION DESCRIPTION
CE1003
CE1003 DESCRIBED BY COSE ALSO KNOWN AS BO 12
CE1003 THE STATION IS LOCATED 0.9 MILES WEST OF RIVERVIEW ROAD AND
CE1003 S.R. 303 EAST OF RESIDENCE #2310 S.R. 303 27.0' NORTH OF S.R. 303 IN
CE1003 THE CENTER OF A CONCRETE HEADWALL OF A CULVERT 0.5'
CE1003 NORTHWEST OF A CARSONITE WITNESS POST.
CE1003
|
|
|
|
|
|
|
|
|
|
|
|
2223717.0
|
576426.0
|
0101000020960E0000D371EFBB22F74041688F0D676A972141
|
true
|
2011-01-26 02:17:00 -0500
|
false
|
41.24514722222222222222
|
-81.57201111111111111111
|
-81.5720111111111
|
41.2451472222221
|
2223685.46824477
|
576437.201275331
|
677780.686282378
|
175698.410345524
|
251
|
251
|
BO 106
|
CE1004
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
BO 106
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2002 - DESTROYED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
16
|
4.17
|
N
|
81
|
33
|
53.35
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
202.345
|
663.861
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION HAS BEEN DESTROYED
|
2002-10-31 19:00:00 -0500
|
SCE
|
Destroyed
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1004 *********************************************************************
CE1004 DESIGNATION - BO-106
CE1004 PID - CE1004
CE1004 STATE/COUNTY- OH/SUMMIT
CE1004
CE1004 HORZ DATUM - NAD 83(1986)
CE1004 VERT DATUM - NAVD 88
CE1004
CE1004 POSITION - 41 16 04.17 (N) 081 33 53.35 (W) SCALED
CE1004 83 MINUS 27 -
CE1004
CE1004 HEIGHT - 202.345 (meters) 663.861 (feet) ADJUST
CE1004 88 MINUS 29 -
CE1004 *********************************************************************
CE1004
CE1004 VERT ORDER - SECOND
CE1004
CE1004 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1004 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1004 BY DIFFERENTIAL LEVELING COSE 1990.
CE1004
CE1004_STATION MARK IS A SURVEY DISK
CE1004_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1004_THE MARK IS STAMPED: B0-106
CE1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1004+STABILITY: SURFACE MOTION
CE1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1004+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1004
CE1004 HISTORY - Year Condition Recov. By
CE1004 HISTORY - 1996 - GOOD COSE
CE1004 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1004
CE1004 STATION DESCRIPTION
CE1004
CE1004 DESCRIBED BY COSE
CE1004 THE STATION IS LOCATED 0.4 MILES NORTH OF BOSTON MILLS ROAD
CE1004 ON THE WEST SIDE OF RIVERVIEW ROAD.
CE1004 34.0' NORTH FROM THE MOST NORTHERN POST OF THREE CABLE GUARD
CE1004 POSTS 3.0' NORTH OF A METAL WITNESS POST. THIS STATION IS
CE1004 114.4' NORTHEAST FROM A PK WITH SHINER ON THE NORTH SIDE OF POWER
CE1004 POLE #8001066. ALSO 50.35' SOUTHEAST FROM A PK WITH SHINER IN
CE1004 POWER POLE #8001067 AND 75.9' SOUTH OF A PK WITH SHINER IN
CE1004 GUARD RAIL POST.
CE1004
|
|
|
|
|
|
|
|
|
|
|
|
2225602.0
|
584703.0
|
0101000020960E00008FB45935D3FA4041E9A04ACA20D82141
|
false
|
2005-03-18 04:58:00 -0500
|
false
|
41.267825
|
-81.56481944444444444444
|
-81.5648194444444
|
41.2678249999999
|
2225574.41680009
|
584720.395100621
|
678356.438953545
|
178223.132872921
|
252
|
252
|
BO 108
|
CE1005
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 108
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2002 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
15
|
18.01
|
N
|
81
|
33
|
22.41
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
226.807
|
744.115
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG RIVERVIEW ROAD 38.0' NORTH OF
A DRIVE LEADING TO HOUSE #6666 32.0' EAST OF CENTERLINE OF
PAVEMENT OF RIVERVIEW ROAD 17.2' NORTH OF A TELEPHONE POLE
"ALLTEL #31" 2.0' WEST OF A METAL WITNESS POST AND 55.0'
NORTHEAST OF A TELEPHONE POWER POLE #BO-592.
|
2021-11-09 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1005 *********************************************************************
CE1005 DESIGNATION - BO-108
CE1005 PID - CE1005
CE1005 STATE/COUNTY- OH/SUMMIT
CE1005
CE1005 HORZ DATUM - NAD 83(1986)
CE1005 VERT DATUM - NAVD 88
CE1005
CE1005 POSITION - 41 15 18.01 (N) 081 33 22.41 (W) SCALED
CE1005 83 MINUS 27 -
CE1005 HEIGHT - 226.807 (meters) 744.115 (feet) ADJUST
CE1005 88 MINUS 29 -
CE1005 *********************************************************************
CE1005
CE1005 VERT ORDER - SECOND
CE1005
CE1005 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1005 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1005 BY DIFFERENTIAL LEVELING COSE 1990.
CE1005
CE1005_STATION MARK IS A SURVEY DISK
CE1005_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1005_THE MARK IS STAMPED: B0-108
CE1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1005+STABILITY: SURFACE MOTION
CE1005_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1005+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1005
CE1005 HISTORY - Year Condition Recov. By
CE1005 HISTORY - 1996 - GOOD COSE
CE1005 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1005 STATION DESCRIPTION
CE1005
CE1005 DESCRIBED BY COSE
CE1005 THE STATION IS LOCATED ALONG RIVERVIEW ROAD 38.0' NORTH OF
CE1005 A DRIVE LEADING TO HOUSE #6666 32.0' EAST OF CENTERLINE OF
CE1005 PAVEMENT OF RIVERVIEW ROAD 17.2' NORTH OF A TELEPHONE POLE
CE1005 "ALLTEL #31" 2.0' WEST OF A METAL WITNESS POST AND 55.0'
CE1005 NORTHEAST OF A TELEPHONE POWER POLE #BO-592.
CE1005
|
|
|
|
|
|
|
|
|
|
|
|
2228018.0
|
580074.125
|
0101000020960E0000D419EBB689FF4041C3C0FEC9D4B32141
|
true
|
2011-01-26 02:12:00 -0500
|
false
|
41.25500277777777777778
|
-81.556225
|
-81.556225
|
41.2550027777776
|
2227987.42904971
|
580074.394521736
|
679091.926558204
|
176807.029064268
|
253
|
253
|
BO 114
|
CE1008
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
BO 114
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - UNABLE TO LOCATE COSE
HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2012 UNABLE TO LOCATE COSE
|
NAD 83(1986)
|
|
false
|
41
|
14
|
41.05
|
N
|
81
|
34
|
8.61
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
269.063
|
882.752
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303 1.1 MILES EAST OF STINE ROAD 0.6 MILES WEST OF RIVERVIEW ROAD 42.0' EAST OF A DRIVE LEADING TO HOUSE #2220 31.5' SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303.
|
2013-11-26 19:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1008 *********************************************************************
CE1008 DESIGNATION - BO-114
CE1008 PID - CE1008
CE1008 STATE/COUNTY- OH/SUMMIT
CE1008
CE1008 HORZ DATUM - NAD 83(1986)
CE1008 VERT DATUM - NAVD 88
CE1008
CE1008 POSITION - 41 14 41.05 (N) 081 34 08.61 (W) SCALED
CE1008 83 MINUS 27 -
CE1008
CE1008 HEIGHT - 269.063 (meters) 882.752 (feet) ADJUST
CE1008 88 MINUS 29 -
CE1008 *********************************************************************
CE1008
CE1008 VERT ORDER - SECOND
CE1008
CE1008 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1008 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1008 BY DIFFERENTIAL LEVELING COSE 1990.
CE1008
CE1008_STATION MARK IS A SURVEY DISK
CE1008_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1008_THE MARK IS STAMPED: B0-114
CE1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1008+STABILITY: SURFACE MOTION
CE1008_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1008+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1008
CE1008 HISTORY - Year Condition Recov. By
CE1008 HISTORY - 1996 - UNABLE TO LOCATE, POSSIBLY COSE
CE1008 DESTROYED BY NEW BRICK WALL
CE1008 HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
CE1008 STATION DESCRIPTION
CE1008
CE1008 DESCRIBED BY COSE
CE1008 THE STATION IS LOCATED ALONG S.R. 303 1.1 MILES EAST OF
CE1008 STINE ROAD 0.6 MILES WEST OF RIVERVIEW ROAD 42.0' EAST OF
CE1008 A DRIVE LEADING TO HOUSE #2220 31.5' SOUTH OF CENTERLINE
CE1008 OF PAVEMENT OF S.R. 303.
CE1008
|
|
|
|
|
|
|
|
|
|
|
|
2224546.5
|
576290.875
|
0101000020960E00004ABABE81B9F840415889802750962141
|
true
|
2013-11-27 03:55:00 -0500
|
false
|
41.24473611111111111111
|
-81.56905833333333333334
|
-81.5690583333333
|
41.244736111111
|
2224499.01363305
|
576296.077152531
|
678028.655412663
|
175655.395626866
|
258
|
258
|
711 CLEVELAND
|
CE2013
|
OH
|
Summit
|
|
|
|
DISK
|
PRIM TRAV STA NO 138 A 711 CLEVELAND
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2002 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE 2019 COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
14
|
27.6
|
N
|
81
|
32
|
52.21
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
216.549
|
710.462
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS BO-11
THE STATION IS LOCATED IN THE NORTHWEST CORNER
OF CITY HALL IN THE NORTH WALL SET VERTICALLY
IN THE TOWN HALL SOUTHEAST CORNER OF THE
INTERSECTION OF S.R. 303 AND AKRON-PENINSULA
ROAD. NAD 29 USGS ELEVATION: 711.067 FEET.
NOT GOOD GPS
|
2019-07-17 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2013 *********************************************************************
CE2013 DESIGNATION - 711 CLEVELAND
CE2013 PID - CE2013
CE2013 STATE/COUNTY- OH/SUMMIT
CE2013
CE2013 HORZ DATUM - NAD 83(1986)
CE2013 VERT DATUM - NAVD 88
CE2013
CE2013 POSITION - 41 14 27.60 (N) 081 32 52.21 (W) SCALED
CE2013 83 MINUS 27 -
CE2013
CE2013 HEIGHT - 216.549 (meters) 710.462 (feet) ADJUST
CE2013 88 MINUS 29 -
CE2013 *********************************************************************
CE2013
CE2013 VERT ORDER - SECOND
CE2013
CE2013 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2013 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2013 BY DIFFERENTIAL LEVELING COSE 1990.
CE2013
CE2013_STATION MARK IS A SURVEY DISK
CE2013_WITH SETTING: SET VERTICALLY IN FOUNDATION OF TOWN HALL
CE2013_THE MARK IS STAMPED: PRIM TRAV STA NO 138 A 711 CLEVELAND
CE2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2013+STABILITY: SURFACE MOTION
CE2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2013+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2013
CE2013 HISTORY - Year Condition Recov. By
CE2013 HISTORY - 1989 - GOOD COSE
CE2013 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2013 STATION DESCRIPTION
CE2013
CE2013 DESCRIBED BY COSE ALSO KNOWN AS BO-11
CE2013 THE STATION IS LOCATED IN THE NORTHWEST CORNER
CE2013 OF CITY HALL IN THE NORTH WALL SET VERTUALLY
CE2013 IN THE TOWN HALL SOUTHEAST CORNER OF THE
CE2013 INTERSECTION OF S.R. 303 AND AKRON-PENINSULA
CE2013 ROAD. NAD 29 USGS KELEVATION: 711.067 FEET.
CE2013
|
|
|
|
|
|
|
|
|
|
|
|
2230367.0
|
574937.375
|
0101000020960E0000157CCBC3260441412EF666DC2B8C2141
|
true
|
2011-01-12 03:09:00 -0500
|
false
|
41.241
|
-81.54783611111111111111
|
-81.5478361111111
|
41.2409999999999
|
2230349.52964736
|
574997.930473035
|
679811.896260308
|
175259.719727605
|
262
|
262
|
TT 56 ER 1952
|
CE2024
|
OH
|
Summit
|
Broadview Heights
|
USGS
|
1951-12-31 00:00:00 -0500
|
Disk
|
TT 56 ER 1952
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2002 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2011 - GOOD COSE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
15
|
8.96
|
N
|
81
|
38
|
5.23
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
307.536
|
1008.973
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS RI-11
THE STATION IS LOCATED ALONG BRECKSVILLE ROAD 0.9 MILES NORTH OF S.R. 303, 62.0' SOUTH AND 33.0' WEST AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY AT THE JUNCTION OF BRUSH ROAD IN THE SOUTHWEST CORNER OF A CONCRETE BRIDGE ABUTMENT.
NAD 29 USGS ELEVATION: 1009.549 FEET
|
2022-01-04 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2024 *********************************************************************
CE2024 DESIGNATION - TT 56 ER 1952
CE2024 PID - CE2024
CE2024 STATE/COUNTY- OH/SUMMIT
CE2024
CE2024 HORZ DATUM - NAD 83(1986)
CE2024 VERT DATUM - NAVD 88
CE2024
CE2024 POSITION - 41 15 08.96 (N) 081 38 05.23 (W) SCALED
CE2024 83 MINUS 27 -
CE2024
CE2024 HEIGHT - 307.536 (meters) 1008.973 (feet) ADJUST
CE2024 88 MINUS 29 -
CE2024 *********************************************************************
CE2024
CE2024 VERT ORDER - SECOND
CE2024
CE2024 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2024 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2024 BY DIFFERENTIAL LEVELING COSE 1990.
CE2024
CE2024_STATION MARK IS A SURVEY DISK
CE2024_WITH SETTING: SET IN TOP OF CONCRETE BRIDGE ABUTMENT
CE2024_THE MARK IS STAMPED: TT 56 ER 1952
CE2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2024+STABILITY: SURFACE MOTION
CE2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2024+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2024
CE2024 HISTORY - Year Condition Recov. By
CE2024 HISTORY - 1989 - GOOD COSE
CE2024 HISTORY - 2000 - GOOD COSE
CE2024 STATION DESCRIPTION
CE2024
CE2024 DESCRIBED BY COSE ALSO KNOWN AS RI-11
CE2024 THE STATION IS LOCATED ALONG BRECKSVILLE ROAD
CE2024 0.9 MILES NOTH OF S.R. 303 62.0' SOUTH AND 33.0' WEST
CE2024 AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY
CE2024 AT THE JUNCTION OF BRUSH ROAD IN THE SOUTHWEST
CE2024 CORNER OF A CONCRETE BRIDGE ABUTMENT.
CE2024 NAD 29 USGS ELEVATION: 1009.549 FEET
CE2024
|
|
|
|
|
|
|
|
|
|
|
|
2206385.0
|
578935.0
|
0101000020960E00008417D4955ED5404104D6FD01EDAA2141
|
true
|
2011-01-14 09:28:00 -0500
|
false
|
41.25248888888888888889
|
-81.63478611111111111111
|
-81.6347861111111
|
41.2524888888887
|
2206397.17053503
|
578934.50388974
|
672511.202601482
|
176459.589704756
|
288
|
288
|
BO 101
|
CE2053
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 101
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHIST -ORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2002 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2021 DAMAGED COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
12
|
35.54
|
N
|
81
|
33
|
29.74
|
W
|
SCALED
|
|
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in July 1994.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
225.95
|
741.29
|
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE NORTHEAST ANGLE OF THE
INTERSECTION OF AKRON-PENINSULA ROAD AND NORTHAMPTON
ROAD 130' NORTH OF THE CENTERLINE OF NORTHAMPTON ROAD
27' EAST OF AKRON-PENINSULA ROAD 3' WEST OF A METAL
WITNESS POST.
2021 CONCRETE HAS BEEN DAMAGED AND THE DISK IS MISSING
|
2021-12-22 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE2053 ***********************************************************************
CE2053 DESIGNATION - BO-101
CE2053 PID - CE2053
CE2053 STATE/COUNTY- OH/SUMMIT
CE2053 USGS QUAD -
CE2053
CE2053 HORZ DATUM - NAD 83(1986)
CE2053 VERT DATUM - NAVD 88
CE2053
CE2053 POSITION - 41 12 35.54 (N) 081 33 29.74 (W) SCALED
CE2053 83 minus 27 -
CE2053
CE2053 HEIGHT - 225.95 (meters) 741.29 (feet)
CE2053 88 minus 29 -
CE2053 ***********************************************************************
CE2053
CE2053 VERT ORDER - SECOND
CE2053
CE2053.The horizontal coordinates were established by GPS observations
CE2053.and adjusted by the Woolpert Consultants in July 1994.
CE2053
CE2053.The orthometric height was determined by differential leveling COSE 1990.
CE2053
CE2053
CE2053.The geoid height was determined by GEOID93.
CE2053
CE2053; North East Scale Converg.
CE2053;SPC OH N -
CE2053;SPC OH N -
CE2053
CE2053_STATION MARK IS A SURVEY DISK
CE2053_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE2053_THE MARK IS STAMPED: BO-101
CE2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2053+STABILITY: SURFACE MOTION
CE2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE2053+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE2053
CE2053 HISTORY - Year Condition Recov. By
CE2053 HISTORY - 1996 - GOOD COSE
CE2053 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2053 STATION DESCRIPTION
CE2053
CE2053'DESCRIBED BY COSE
CE2053'THE STATION IS LOCATED AT THE NORTHEAST ANGLE OF THE
CE2053 INTERSECTION OF AKRON-PENINSULA ROAD AND NORTHAMPTON
CE2053 ROAD 130' NORTH OF THE CENTERLINE OF NORTHAMPTON ROAD
CE2053 27' EAST OF AKRON-PENINSULA ROAD 3' WEST OF A METAL
CE2053 WITNESS POST.
CE2053
|
|
|
|
|
|
|
|
|
|
|
|
2227663.25
|
563571.6875
|
0101000020960E00001EE29F96CAFE4041118B138F54332141
|
true
|
2011-01-12 08:01:00 -0500
|
false
|
41.20987222222222222222
|
-81.55826111111111111111
|
-81.5582611111111
|
41.2098722222221
|
2227605.17675425
|
563626.279445978
|
678975.415825527
|
171793.633562384
|
289
|
289
|
NF 102
|
CE2055
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
NF 102
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2012 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
18
|
48.91
|
N
|
81
|
30
|
1.41
|
W
|
SCALED
|
|
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in July 1994.
The orthometric height was determined by differential leveling COSE 1990.
The geoid height was determined by GEOID93.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
312.962
|
1026.776
|
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 82 0.6 MILES WEST OF SHEPARD
ROAD 40' WEST OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE
#1078 S.R. 82 42' SOUTH OF THE CENTERLINE OF S.R. 82 3' EAST
OF A METAL WITNESS POST.
NOTE BY COSE 2012 THERE IS A NEW ROAD AT THIS LOCATION
|
2012-09-09 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE2055 ***********************************************************************
CE2055 DESIGNATION - NF-102
CE2055 PID - CE2055
CE2055 STATE/COUNTY- OH/SUMMIT
CE2055 USGS QUAD -
CE2055
CE2055 HORZ DATUM - NAD 83(1986)
CE2055 VERT DATUM - NAVD 88
CE2055
CE2055 POSITION - 41 18 48.91 (N) 081 30 01.41 (W) SCALED
CE2055 83 minus 27 -
CE2055
CE2055 HEIGHT - 312.962 (meters) 1026.776 (feet)
CE2055 88 minus 29 -
CE2055 ***********************************************************************
CE2055
CE2055 VERT ORDER - SECOND
CE2055
CE2055.The horizontal coordinates were established by GPS observations
CE2055.and adjusted by the Woolpert Consultants in July 1994.
CE2055
CE2055.The orthometric height was determined by differential leveling COSE 1990.
CE2055
CE2055
CE2055.The geoid height was determined by GEOID93.
CE2055
CE2055; North East Scale Converg.
CE2055;SPC OH N -
CE2055;SPC OH N -
CE2055
CE2055_STATION MARK IS A SURVEY DISK
CE2055_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE2055_THE MARK IS STAMPED: NF-102
CE2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2055+STABILITY: SURFACE MOTION
CE2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE2055+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE2055
CE2055 HISTORY - Year Condition Recov. By
CE2055 HISTORY - 1996 - GOOD COSE
CE2055 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2055 STATION DESCRIPTION
CE2055
CE2055'DESCRIBED BY COSE
CE2055'THE STATION IS LOCATED ALONG S.R. 82 0.6 MILES WESTOF SHEPARD
CE2055 ROAD 40' WEST OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE
CE2055 #1078 S.R. 82 42' SOUTH OF THE CENTERLINE OF S.R. 82 3' EAST
CE2055 OF A METAL WITNESS POST.
CE2055
|
|
|
|
|
|
|
|
|
|
|
|
2243093.3
|
601588.73
|
0101000020960E000047124DA70A1D41419DA20579E95B2241
|
true
|
2012-09-13 03:08:00 -0400
|
false
|
41.31358611111111111111
|
-81.50039166666666666667
|
-81.5003916666667
|
41.313586111111
|
2243093.30703953
|
601588.736371118
|
683696.207378064
|
183364.613575128
|
290
|
290
|
NF 103
|
CE2056
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 103
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
18
|
49.33
|
N
|
81
|
30
|
38.52
|
W
|
SCALED
|
|
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in July 1994.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
996.69
|
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG AT THE SOUTHWEST ANGLE OF
THE INTERSECTION OF S.R. 82 AND SOUTH BEDFORD ROAD 53'
SOUTH OF THE CENTERLINE OF S.R. 82 AND 35' WEST OF THE
CENTERLINE OF OLD SOUTH BEDFORD RD EXTENDED, 8 FEET NORTHEAST
OF AND IN LINE WITH THE BARREL OF THE CANNON IN THE CITY OF
MACEDONIA PARK. SUPPLEMENTAL ELEVATION POINT:
A CHISELED "X" ON THE SOUTH RIM OF A TELEPHONE MANHOLE
50.5' NORTH OF S.R. 82 AND 20.0' WEST NORTHWEST OF
ENTRANCE TO SIDEWALK TUNNEL UNDER RAILROAD. 34.1FEET
SOUTHEAST OF TELEPHONE,LIGHT AND POWER POLE NF-483.
ELEVATION: 997.90 UNABLE TO LOCATE IN 2016. CONSTRUCTION ON SR 82 MAY HAVE DESTROYED THE MONUMENT. THE CANNON IS NO LONGER AT THIS LOCATION.
GOOD FOR GPS
|
2016-06-13 00:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE2056 ***********************************************************************
CE2056 DESIGNATION - NF-103
CE2056 PID - CE2056
CE2056 STATE/COUNTY- OH/SUMMIT
CE2056 USGS QUAD -
CE2056
CE2056 HORZ DATUM - NAD 83(1986)
CE2056 VERT DATUM - NAVD 88
CE2056
CE2056 POSITION - 41 18 49.33 (N) 081 30 38.52 (W) SCALED
CE2056 83 minus 27 -
CE2056
CE2056 HEIGHT - (meters) 996.69 (feet)
CE2056 88 minus 29 -
CE2056 ***********************************************************************
CE2056
CE2056 VERT ORDER - SECOND
CE2056
CE2056.The horizontal coordinates were established by GPS observations
CE2056.and adjusted by the Woolpert Consultants in July 1994.
CE2056
CE2056.The orthometric height was determined by differential leveling COSE 1990.
CE2056
CE2056
CE2056.The geoid height was determined by GEOID93.
CE2056
CE2056; North East Scale Converg.
CE2056;SPC OH N -
CE2056;SPC OH N -
CE2056
CE2056_STATION MARK IS A SURVEY DISK
CE2056_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE2056_THE MARK IS STAMPED: NF-103
CE2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2056+STABILITY: SURFACE MOTION
CE2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2056+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE2056
CE2056 HISTORY - Year Condition Recov. By
CE2056 HISTORY - 1996 - GOOD COSE
CE2056 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2056 STATION DESCRIPTION
CE2056
CE2056'DESCRIBED BY COSE
CE2056'THE STATION IS LOCATED ALONG AT THE SOUTHWEST ANGLE OF
CE2056 THE INTERSECTION OF S.R. 82 AND SOUTH BEDFORD ROAD 53'
CE2056 SOUTH OF THE CENTERLINE OF S.R. 82 AND 35' WEST OF THE
CE2056 CENTERLINE OF SOUTH BEDFORD ROAD 8 FEET NORTHEAST OF AND
CE2056 IN LINE WITH THE BARREL OF THE CANNON IN THE CITY OF
CE2056 MACEDONIA PARK. SUPPLEMENTAL ELEVATION POINT:
CE2056 A CHISELED "X" ON THE SOUTH RIM OF A TELEPHONE MANHOLE
CE2056 50.5' NORTH OF S.R. 82 AND 20.0' WEST NORTHWEST OF
CE2056 ENTRANCE TO SIDEWALK TUNNEL UNDER RAILROAD
CE2056 ELEVATION: 997.90
CE2056
|
|
|
|
|
|
|
|
|
|
|
|
2240300.25
|
601565.625
|
0101000020960E00001F52889E82174141F74FF3E7FD5B2241
|
true
|
2012-10-02 03:48:00 -0400
|
false
|
41.31370277777777777778
|
-81.5107
|
-81.5107
|
41.3137027777776
|
2240261.23853518
|
601598.953028201
|
682832.991171505
|
183367.727618432
|
291
|
291
|
NF 117
|
CE2057
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 117
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2013 - GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
18
|
24.0
|
N
|
81
|
32
|
55.22
|
W
|
SCALED
|
|
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in July 1994.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
293.36
|
962.47
|
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG BOYDEN ROAD 300' SOUTH OF
FORSYTHE BOULEVARD 20' WEST OF THE CENTERLINE OF
BOYDEN ROAD IN FRONT OF HOUSE #7512 BOYDEN ROAD,
44' NORTH OF THE DRIVE TO HOUSE TO #7512 BOYDEN ROAD IN A
SEVEN INCH ROUND IRON BOX. 20.04' SW OF A CENTER LINE
MONUMENT. THE MONUMENT IS A P.O.T.
|
2021-07-01 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE2057 ***********************************************************************
CE2057 DESIGNATION - NF-117
CE2057 PID - CE2057
CE2057 STATE/COUNTY- OH/SUMMIT
CE2057 USGS QUAD -
CE2057
CE2057 HORZ DATUM - NAD 83(1986)
CE2057 VERT DATUM - NAVD 88
CE2057
CE2057 POSITION - 41 18 24.00 (N) 081 32 55.22 (W) SCALED
CE2057 83 minus 27 -
CE2057
CE2057 HEIGHT - 293.360 (meters) 962.47 (feet)
CE2057 88 minus 29 -
CE2057 ***********************************************************************
CE2057
CE2057 VERT ORDER - SECOND
CE2057
CE2057.The horizontal coordinates were established by GPS observations
CE2057.and adjusted by the Woolpert Consultants in July 1994.
CE2057
CE2057.The orthometric height was determined by differential leveling COSE 1990.
CE2057
CE2057
CE2057.The geoid height was determined by GEOID93.
CE2057
CE2057; North East Scale Converg.
CE2057;SPC OH N -
CE2057;SPC OH N -
CE2057
CE2057_STATION MARK IS A SURVEY DISK
CE2057_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE2057_THE MARK IS STAMPED: NF-117
CE2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2057+STABILITY: SURFACE MOTION
CE2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE2057+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE2057
CE2057 HISTORY - Year Condition Recov. By
CE2057 HISTORY - 1996 - GOOD COSE
CE2057 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2057 STATION DESCRIPTION
CE2057
CE2057'DESCRIBED BY COSE
CE2057'THE STATION IS LOCATED ALONG BOYDEN ROAD 265' SOUTH OF
CE2057 FORSYTHE BOULEVARD 20' WEST OF THE CENTERLINE OF
CE2057 BOYDEN ROAD IN FRONT OF HOUSE #7512 BOYDEN ROAD IN A
CE2057 SEVEN INCH ROUND IRON BOX.
CE2057
|
|
|
|
|
|
|
|
|
|
|
|
2229859.6082
|
598886.0643
|
0101000020960E000018B21D51310341413104C1E40E472241
|
true
|
2013-01-11 02:05:00 -0500
|
false
|
41.30666666666666666667
|
-81.54867222222222222222
|
-81.5486722222222
|
41.3066666666665
|
2229858.63371874
|
598919.446785098
|
679662.270882014
|
182551.012482106
|
295
|
295
|
K 2
|
PR0001
|
OH
|
Summit
|
PENINSULA
|
HARTMAN GEODETIC SERVICES
|
1989-12-31 00:00:00 -0500
|
ALUMINUM SURVEY DISK in Concrete
|
K-2 1990
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED HARTMAN GEODETIC SERVICESHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
50.63392
|
N
|
81
|
32
|
12.48498
|
W
|
ADJUSTED
|
|
|
The horizontal coordinates were established by GPS observationsand adjusted by the Hartman Geodetic Services in December 1990.The orthometric height was determined differential leveling.
|
OH N
|
177831.146
|
680708.519
|
0.999945
|
+
|
0
|
37
|
57.9
|
|
MT
|
C
|
|
|
|
264.935
|
869.208
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
SECOND
|
1
|
|
|
|
DESCRIBED BY HARTMAN GEODETIC SERVICES
TO REACH THE STATION FROM THE OHIO TURNPIKE TRAVEL TO EXIT 12 AND
PROCEED NORTH ON ROUTE 8 FOR 0.4 MILES TO THE FIRST TRAFFIC LIGHT AND
TURN LEFT ON HINES HILL ROAD. TRAVEL 1.9 MILES WEST ALONG HINES HILL
AND THE STATION IS ON THE NORTH SIDE OF THE ROAD. THE STATION IS A
ST LOUIS CORPS OF ENGINEERS ALUMINUM MONUMENT ABOUT 2.0 FEET HIGHER
THAN ROAD LEVEL. MONUMENT IS STAMPED "K-2 SET 1990". NOTE: STATION
IS MARKED BY A CORPS OF ENGINEERS BERNSTEN MONUMENT STAMPED U.S.
ENVIRONMENTAL PROTECTION AGENCY, CORPS OF ENGINEERS, MISSOURI RIVER
DIVISION, ST. LOUIS DISTRICT. LAS VEGAS, NV.
IT IS 19.6 FEET NORTHEAST OF THE NORTH EDGE OF PAVEMENT, 76.88 FEET
NW OF A PK NAIL IN THE NW SIDE OF A POWER POLE #9441040, 93 FEET EAST OF
A PK NAIL IN THE EAST SIDE OF A POWER POLE #9441041, 59.75 FEET NORTHEAST OF A DOUBLE HEAD NAIL IN THE NORTHEAST SIDE OF A TRIPLE 24" OAK ON THE SOUTH SIDE OF HINES HILL RD.
|
2021-07-16 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
PR0001 ***********************************************************************
PR0001 DESIGNATION - K-2
PR0001 PID - PR0001
PR0001 STATE/COUNTY- OH/SUMMIT
PR0001 USGS QUAD - PENINSULA
PR0001
PR0001 HORZ DATUM - NAD 83(1986)
PR0001 VERT DATUM - NGVD 29
PR0001
PR0001 POSITION - 41 15 50.63392(N) 081 32 12.48498(W) ADJUSTED
PR0001 83 minus 27 -
PR0001
PR0001 HEIGHT - 264.935 (meters) 869.208 (feet) ADJUSTED
PR0001 88 minus 29 -
PR0001 ***********************************************************************
PR0001 LAPLACE CORR-
PR0001 GEOID HEIGHT-
PR0001
PR0001 HORZ ORDER - FIRST
PR0001 VERT ORDER - SECOND CLASS 1
PR0001
PR0001.The horizontal coordinates were established by GPS observations
PR0001.and adjusted by the Hartman Geodetic Services in December 1990.
PR0001
PR0001.The orthometric height was determined differential leveling.
PR0001
PR0001
PR0001; North East Scale Converg.
PR0001;SPC OH N - 177831.146 680708.519 0.99994500 +0 37 57.99 MT
PR0001;SPC OH N - 583434.352 2233291.201 US SURVEY FEET
PR0001
PR0001_STATION MARK IS AN ALUMINUM SURVEY DISK
PR0001_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
PR0001_THE MARK IS STAMPED: K-2 SET 1990
PR0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
PR0001+STABILITY: SURFACE MOTION
PR0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
PR0001+SATELLITE: SATELLITE OBSERVATIONS - DECEMBER 1990
PR0001
PR0001 HISTORY - Year Condition Recov. By
PR0001 HISTORY - 1990 STATION MONUMENTED HARTMAN GEODETIC SERVICES
PR0001 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
PR0001
PR0001 STATION DESCRIPTION
PR0001
PR0001'DESCRIBED BY HARTMAN GEODETIC SERVICES
PR0001'TO REACH THE STATION FROM THE OHIO TURNPIKE TRAVEL TO EXIT 12 AND
PR0001'PROCEED NORTH ON ROUTE 8 FOR 0.4 MILES TO THE FIRST TRAFFIC LIGHT AND
PR0001'TURN LEFT ON HINES HILL ROAD. TRAVEL 1.9 MILES WEST ALONG HINES HILL
PR0001'AND THE STATION IS ON THE NORTH SIDE OF THE ROAD. THE STATION IS A
PR0001'ST LOUIS CORPS OF ENGINEERS ALUMINUM MONUMENT ABOUT 2.0 FEET HIGHER
PR0001'THAN ROAD LEVEL. MONUMENT IS STAMPED "K-2 SET 1990". NOTE: STATION
PR0001'IS MARKED BY A CORPS OF ENGINEERS BERNSTEN MONUMENT STAMPED U.S.
PR0001'ENVIRONMENTAL PROTECTION AGENCY, CORPS OF ENGINEERS, MISSOURI RIVER
PR0001'DIVISION, ST. LOUIS DISTRICT. LAS VEGAS, NV.
PR0001'IT IS 19.6 FEET NORTHEAST OF THE NORTH EDGE OF PAVEMENT; 76.88 FEET
PR0001'NW OF A PK NAIL IN THE NW SIDE OF A POWER POLE; 66.33 FEET EAST OF
PR0001'A PK NAIL IN THE EAST SIDE OF A POWER POLE ON THE SOUTH SIDE OF HINES
PR0001'HILL; 59.75 FEET NORTHEAST OF A DOUBLE HEAD NAIL IN THE NORTHEAST
PR0001'SIDE OF A TRIPLE 24" OAK ON THE SOUTH SIDE OF HINES HILL.
PR0001
|
|
|
|
|
|
|
|
|
|
|
|
2233290.5
|
583434.25
|
0101000020960E0000BAA4C599E509414173BD26B414CE2141
|
true
|
2011-01-20 08:07:00 -0500
|
false
|
41.26406497777777777778
|
-81.53680138333333333333
|
-81.5368013833333
|
41.2640649777776
|
2233291.2013441
|
583434.351858063
|
680708.519586721
|
177831.146108613
|
296
|
296
|
K 3
|
PR0002
|
OH
|
Summit
|
PENINSULA
|
HARTMAN GEODETIC SERVICES
|
1989-12-31 19:00:00 -0500
|
ALUMINUM SURVEY DISK in Concrete
|
K-3 1990
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1990 STATION MONUMENTED HARTMAN GEODETIC SERVICES
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 DISTURBED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
59.49252
|
N
|
81
|
32
|
20.05691
|
W
|
ADJUSTED
|
|
|
The horizontal coordinates were established by GPS observations
and adjusted by the Hartman Geodetic Services in December 1990.
The orthometric height was determined differential leveling.
|
OH N
|
176488.639
|
680529.272
|
0.99994514
|
+
|
0
|
37
|
53.0
|
|
MT
|
C
|
|
|
|
263.129
|
863.282
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
SECOND
|
1
|
|
|
|
DESCRIBED BY HARTMAN GEODETIC SERVICES
TO REACH THE STATION FROM THE OHIO TURNPIKE TRAVEL TO EXIT 12 AND
PROCEED NORTH ON ROUTE 8 FOR 0.4 MILES TO THE FIRST TRAFFIC LIGHT AND
TURN LEFT ON HINES HILL ROAD. TRAVEL 2.1 MILES WEST ALONG HINES HILL
AND THE STATION IS ON THE NORTH SIDE OF THE ROAD. THE STATION IS A
ST LOUIS CORPS OF ENGINEERS ALUMINUM MONUMENT SET IN CONCRETE
APPROXIMATELY 11.8 FEET NORTH OF THE NORTH EDGE OF HINES HILL
APPROXIMATELY 0.2 FEET LOWER THAN ROAD LEVEL. MONUMENT IS STAMPED
"K-3 SET 1990". NOTE: STATION IS MARKED BY A CORPS OF ENGINEERS
BERNSTEN MONUMENT STAMPED U.S. ENVIRONMENTAL PROTECTION AGENCY, CORPS
OF ENGINEERS, MISSOURI RIVER DIVISION, ST. LOUIS DISTRICT. LAS VEGAS,
NV. IT IS 19.46 FEET NW OF A PK NAIL ON THE NW SIDE OF OF A POWER POLE
WITH A TRANSFORMER AND THE LAST POLE GOING NORTH ON THE EAST SIDE OF
HINES HILL; 45.12 SE OF A PK NAIL ON THE SE SIDE OF A POWER POLE ON
THE WEST SIDE OF THE ROAD; 19.14 FEET SOUTH OF A DOUBLE HEAD NAIL
IN THE SOUTH SIDE OF A 4" APPLE TREE.
MONUMENT HAS BEEN DISTURBED. IT IS MISSING THE DISK.
|
2013-01-14 19:00:00 -0500
|
SCE
|
Disturbed
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
PR0002 ***********************************************************************
PR0002 DESIGNATION - K-3
PR0002 PID - PR0002
PR0002 STATE/COUNTY- OH/SUMMIT
PR0002 USGS QUAD - PENINSULA
PR0002
PR0002 HORZ DATUM - NAD 83(1986)
PR0002 VERT DATUM - NGVD 29
PR0002
PR0002 POSITION - 41 15 59.49252(N) 081 32 20.05691(W) ADJUSTED
PR0002 83 minus 27 -
PR0002
PR0002 HEIGHT - 263.129 (meters) 863.282 (feet) ADJUSTED
PR0002 88 minus 29 -
PR0002 ***********************************************************************
PR0002 LAPLACE CORR-
PR0002 GEOID HEIGHT-
PR0002
PR0002 HORZ ORDER - FIRST
PR0002 VERT ORDER - SECOND CLASS 1
PR0002
PR0002.The horizontal coordinates were established by GPS observations
PR0002.and adjusted by the Hartman Geodetic Services in December 1990.
PR0002
PR0002.The orthometric height was determined differential leveling.
PR0002
PR0002
PR0002; North East Scale Converg.
PR0002;SPC OH N - 176488.639 680529.272 0.99994514 +0 37 53.01 MT
PR0002;SPC OH N - 584324.473 2232703.127 US SURVEY FEET
PR0002
PR0002_STATION MARK IS AN ALUMINUM SURVEY DISK
PR0002_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
PR0002_THE MARK IS STAMPED: K-3 SET 1990
PR0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
PR0002+STABILITY: SURFACE MOTION
PR0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
PR0002+SATELLITE: SATELLITE OBSERVATIONS - DECEMBER 1990
PR0002
PR0002 HISTORY - Year Condition Recov. By
PR0002 HISTORY - 1990 STATION MONUMENTED HARTMAN GEODETIC SERVICES
PR0002 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
PR0002
PR0002 STATION DESCRIPTION
PR0002
PR0002'DESCRIBED BY HARTMAN GEODETIC SERVICES
PR0002'TO REACH THE STATION FROM THE OHIO TURNPIKE TRAVEL TO EXIT 12 AND
PR0002'PROCEED NORTH ON ROUTE 8 FOR 0.4 MILES TO THE FIRST TRAFFIC LIGHT AND
PR0002'TURN LEFT ON HINES HILL ROAD. TRAVEL 2.1 MILES WEST ALONG HINES HILL
PR0002'AND THE STATION IS ON THE NORTH SIDE OF THE ROAD. THE STATION IS A
PR0002'ST LOUIS CORPS OF ENGINEERS ALUMINUM MONUMENT SET IN CONCRETE
PR0002'APPROXIMATELY 11.8 FEET NORTH OF THE NORTH EDGE OF HINES HILL
PR0002'APPROXIMATELY 0.2 FEET LOWER THAN ROAD LEVEL. MONUMENT IS STAMPED
PR0002'"K-3 SET 1990". NOTE: STATION IS MARKED BY A CORPS OF ENGINEERS
PR0002'BERNSTEN MONUMENT STAMPED U.S. ENVIRONMENTAL PROTECTION AGENCY, CORPS
PR0002'OF ENGINEERS, MISSOURI RIVER DIVISION, ST. LOUIS DISTRICT. LAS VEGAS,
PR0002'NV. IT IS 19.46 FEET NW OF A PK NAIL ON THE NW SIDE OF OF A POWER POLE
PR0002'WITH A TRANSFORMER AND THE LAST POLE GOING NORTH ON THE EAST SIDE OF
PR0002'HINES HILL; 45.12 SE OF A PK NAIL ON THE SE SIDE OF A POWER POLE ON
PR0002'THE WEST SIDE OF THE ROAD; 19.14 FEET SOUTH OF A DOUBLE HEAD NAIL
PR0002'IN THE SOUTH SIDE OF A 4" APPLE TREE.
PR0002
|
|
|
|
|
|
|
|
|
|
|
|
2232703.75
|
584324.3125
|
0101000020960E0000619B3B90BF08414135D755F208D52141
|
true
|
2013-01-17 09:41:00 -0500
|
false
|
41.2665257
|
-81.53890469722222222222
|
-81.5389046972222
|
41.2665256999999
|
2232703.12681906
|
584324.473311162
|
680529.274112997
|
178102.455670136
|
304
|
304
|
TW 101
|
MB3089
|
OH
|
Summit
|
TWINSBURG
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 101
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW -2021 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
4.6305
|
N
|
81
|
26
|
20.75189
|
W
|
ADJUSTED
|
-33.95
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992.
|
OH N
|
180208.632
|
688867.17
|
0.99994629
|
+
|
0
|
41
|
49.1
|
|
MT
|
|
|
|
|
339.546
|
1113.993
|
ADJUST
|
|
1.01
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.0 MILES NORTH OF
THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 2.0 MILES TO ITS
INTERSECTION WITH OLD MILL ROAD. TURN RIGHT AND PROCEED EAST ALONG
OLD MILL ROAD 0.06 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE SET FLUSH WITH THE GROUND AND STAMPED TW-101. THE STATION IS
22.5 FEET SOUTH FROM THE CENTERLINE OF OLD MILL ROAD AND 89.0 FEET
EAST FROM THE CENTERLINE OF PRIVATE DRIVE TO HOUSE NUMBER 2130. THE
STATION IS 542.62 METERS FROM STATION TW-117. ALSO 81 FEET WEST OF
TELEPHONE POLE # 5041003.
GOOD FOR GPS.
|
2021-12-28 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3089 ***********************************************************************
MB3089 DESIGNATION - TW 101
MB3089 PID - MB3089
MB3089 STATE/COUNTY- OH/SUMMIT
MB3089
MB3089 HORZ DATUM - NAD 83(1986)
MB3089 VERT DATUM - NAVD 88
MB3089
MB3089 POSITION - 41 17 04.63050(N) 081 26 20.75189(W) ADJUSTED
MB3089 83 minus 27 - +00.20010 -00.59616 NADCON
MB3089
MB3089 HEIGHT - 339.546 (meters) 1113.993 (feet) ADJUSTED
MB3089 ***********************************************************************
MB3089
MB3089 LAPLACE CORR- 1.01 DEFLEC90
MB3089 GEOID HEIGHT- -33.95 GEOID90
MB3089
MB3089
MB3089 HORZ ORDER - FIRST
MB3089 VERT ORDER - SECOND
MB3089
MB3089
MB3089.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3089.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3089.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3089.COSE 1992.
MB3089
MB3089; North East Scale Converg.
MB3089;SPC OH N - 180,208.632 688,867.170 0.99994629 +0 41 49.1 MT
MB3089;UTM 17 - 4,570,446.282 463,230.474 0.99961664 -0 17 23.0 MT
MB3089
MB3089
MB3089
MB3089_STATION MARK IS A SURVEY DISK
MB3089_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3089_THE MARK IS STAMPED: TW-101
MB3089
MB3089 HISTORY - Year Condition Recov. By
MB3089 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3089 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3089
MB3089 STATION DESCRIPTION
MB3089
MB3089'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3089'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.0 MILES NORTH OF
MB3089'THE VILLAGE OF HUDSON.
MB3089'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
MB3089'STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 2.0 MILES TO ITS
MB3089'INTERSECTION WITH OLD MILL ROAD. TURN RIGHT AND PROCEED EAST ALONG
MB3089'OLD MILL ROAD 0.06 MILES TO THE STATION ON THE RIGHT.
MB3089'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3089'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED TW-101. THE STATION IS
MB3089'22.5 FEET SOUTH FROM THE CENTERLINE OF OLD MILL ROAD AND 89.0 FEET
MB3089'EAST FROM THE CENTERLINE OF PRIVATE DRIVE TO HOUSE NUMBER 2130. THE
MB3089'STATION IS 542.62 METERS FROM STATION TW-117. ALSO 81 FEET WEST OF
MB3089'TELEPHONE POLE # 5041003.
|
|
|
|
|
|
|
|
|
|
|
|
2260059.25
|
591234.0625
|
0101000020960E00009164B52F2D3E4141EC89FFF8040B2241
|
true
|
2011-01-14 08:59:00 -0500
|
false
|
41.28461958333333333333
|
-81.43909774722222222222
|
-81.4390977472222
|
41.2846195833332
|
2260058.37272317
|
591234.486324606
|
688867.169740362
|
180208.631848986
|
306
|
306
|
TW 116
|
MB3091
|
OH
|
Summit
|
TWINSBURG
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 116
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
19
|
59.82012
|
N
|
81
|
25
|
8.18577
|
W
|
ADJUSTED
|
-34.02
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
185633.264
|
690488.583
|
0.99994986
|
+
|
0
|
42
|
36.7
|
|
MT
|
|
|
|
|
317.729
|
1042.416
|
ADJUST
|
|
1.42
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
DIFFERENTIAL LEVELING
|
SCE
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.3 MILES
NORTHEAST OF THE VILLAGE OF TWINSBURG.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14, U.S.
HIGHWAY 480 AND STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 1.8
MILES TO ITS INTERSECTION WITH POST ROAD. TURN RIGHT AND PROCEED EAST
ALONG POST ROAD 1.15 MILES TO ITS INTERSECTION WITH LIBERTY ROAD
TURN LEFT AND PROCEED NORTH ALONG LIBERTY ROAD 198.0 FEET TO THE STATION
ONTHE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE SET FLUSH WITH THE GROUND AND STAMPED TW-116. THE STATION IS
28.0 FEET EAST FROM THE CENTERLINE OF LIBERTY ROAD, 3.0 FEET SOUTH
FROM A METAL WITNESS POST, 70.0 FEET SE OF UTIL. POLE #TW 1795 AND
#3111- 048 THE STATION IS 796.23 METERS FROM STATION TW-115.
GOOD FOR GPS.
|
2021-11-08 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3091 ***********************************************************************
MB3091 DESIGNATION - TW 116
MB3091 PID - MB3091
MB3091 STATE/COUNTY- OH/SUMMIT
MB3091
MB3091 HORZ DATUM - NAD 83(1986)
MB3091 VERT DATUM - NAVD 88
MB3091
MB3091 POSITION - 41 19 59.82012(N) 081 25 08.18577(W) ADJUSTED
MB3091 83 minus 27 - +00.19760 -00.59597 NADCON
MB3091
MB3091 HEIGHT - 317.729 (meters) 1042.416 (feet) ADJUSTED
MB3091 ***********************************************************************
MB3091
MB3091 LAPLACE CORR- 1.42 DEFLEC90
MB3091 GEOID HEIGHT- -34.02 GEOID90
MB3091
MB3091
MB3091 HORZ ORDER - THIRD
MB3091 VERT ORDER - SECOND
MB3091
MB3091
MB3091.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3091.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3091.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3091.COSE 1992
MB3091
MB3091; North East Scale Converg.
MB3091;SPC OH N - 185,633.264 690,488.583 0.99994986 +0 42 36.7 MT
MB3091;UTM 17 - 4,575,840.394 464,944.499 0.99961512 -0 16 36.1 MT
MB3091
MB3091: Primary Azimuth Mark Grid Az
MB3091:SPC OH N - TW 115 358 41 27.3
MB3091:UTM 17 - TW 115 359 40 40.1
MB3091
MB3091|---------------------------------------------------------------------|
MB3091| Pid Reference Object Distance Geod. AZ |
MB3091| dddmmss.ss|
MB3091| MB3090 TW 115 APPROX. 0.8 KM 3592404.0 |
MB3091|---------------------------------------------------------------------|
MB3091
MB3091_STATION MARK IS A SURVEY DISK
MB3091_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3091_THE MARK IS STAMPED: TW-116
MB3091
MB3091 HISTORY - Year Condition Recov. By
MB3091 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3091 HISTORY - 1992 GOOD COSE
MB3091 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
MB3091
MB3091 STATION DESCRIPTION
MB3091
MB3091'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3091'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.3 MILES
MB3091'NORTHEAST OF THE VILLAGE OF TWINSBURG.
MB3091'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 14, U.S.
MB3091'HIGHWAY 480 AND STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 1.8
MB3091'MILES TO ITS INTERSECTION WITH POST ROAD. TURN RIGHT AND PROCEED EAST
MB3091'ALONG POST ROAD 1.15 MILES TO ITS INTERSECTION WITH LIBERTY ROAD. TURN
MB3091'LEFT AND PROCEED NORTH ALONG LIBERTY ROAD 180.0 FEET TO THE STATION ON
MB3091'THE RIGHT.
MB3091'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3091'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED TW-116. THE STATION IS
MB3091'28.0 FEET EAST FROM THE CENTERLINE OF LIBERTY ROAD, 3.0 FEET SOUTH
MB3091'FROM A METAL WITNESS POST, AND 15.6 FEET NORTH FROM POLE NUMBER
MB3091'3111-047. THE STATION IS 796.23 METERS FROM STATION TW-115.
|
|
|
|
|
|
|
|
|
|
|
|
2265378.75
|
609031.5
|
0101000020960E00005FBECCFA9048414174CEF9990F962241
|
true
|
2011-01-14 09:01:00 -0500
|
false
|
41.33328336666666666667
|
-81.41894049166666666667
|
-81.4189404916667
|
41.3332833666665
|
2265377.95937328
|
609031.800733997
|
690488.582994142
|
185633.264130236
|
307
|
307
|
TW 117
|
MB3092
|
OH
|
Summit
|
TWINSBURG
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 117
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW -2021 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
17
|
4.8706
|
N
|
81
|
25
|
57.43652
|
W
|
ADJUSTED
|
-33.95
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
180222.657
|
689409.56
|
0.99994629
|
+
|
0
|
42
|
4.4
|
|
MT
|
|
|
|
|
331.238
|
1086.738
|
ADJUST
|
|
0.99
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.0 MILES NORTH OF
THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 2.0 MILES TO ITS
INTERSECTION WITH OLD MILL ROAD. TURN RIGHT AND PROCEED EAST ALONG
OLD MILL ROAD 0.4 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE SET FLUSH WITH THE GROUND
STAMPED TW-117. THE STATION IS 12.0 FEET NORTH FROM THE CENTERLINE OF
OLD MILL ROAD, AND 48.5
FEET EAST FROM POWER POLE NUMBER TW-1254. THE STATION IS 542.62
METERS FROM STATION TW-101. ALSO NEAR NW DRIVE TO HOUSE # 2320.
5/2004, 24 FEET WEST OF MAIL BOX #2320 @ EDGE OF PAVEMENT.
|
2021-12-28 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3092 ***********************************************************************
MB3092 DESIGNATION - TW 117
MB3092 PID - MB3092
MB3092 STATE/COUNTY- OH/SUMMIT
MB3092
MB3092 HORZ DATUM - NAD 83(1986)
MB3092 VERT DATUM - NAVD 88
MB3092
MB3092 POSITION - 41 17 04.87060(N) 081 25 57.43652(W) ADJUSTED
MB3092 83 minus 27 - +00.20005 -00.59730 NADCON
MB3092
MB3092 HEIGHT - 331.238 (meters) 1086.738 (feet) ADJUSTED
MB3092 ***********************************************************************
MB3092
MB3092 LAPLACE CORR- 0.99 DEFLEC90
MB3092 GEOID HEIGHT- -33.95 GEOID90
MB3092
MB3092
MB3092 HORZ ORDER - THIRD
MB3092 VERT ORDER - SECOND
MB3092
MB3092
MB3092.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3092.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3092.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3092.COSE 1992
MB3092
MB3092; North East Scale Converg.
MB3092;SPC OH N - 180,222.657 689,409.560 0.99994629 +0 42 04.4 MT
MB3092;UTM 17 - 4,570,450.964 463,772.846 0.99961615 -0 17 07.6 MT
MB3092
MB3092
MB3092
MB3092_STATION MARK IS A SURVEY DISK
MB3092_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3092_THE MARK IS STAMPED: TW-117
MB3092
MB3092 HISTORY - Year Condition Recov. By
MB3092 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3092 HISTORY - 1992 GOOD COSE
MB3092 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3092
MB3092 STATION DESCRIPTION
MB3092
MB3092'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3092'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.0 MILES NORTH OF
MB3092'THE VILLAGE OF HUDSON.
MB3092'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
MB3092'STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 2.0 MILES TO ITS
MB3092'INTERSECTION WITH OLD MILL ROAD. TURN RIGHT AND PROCEED EAST ALONG
MB3092'OLD MILL ROAD 0.4 MILES TO THE STATION ON THE LEFT.
MB3092'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3092'CONCRETE SET BELOW THE GROUND PROTECTED BY A 7 INCH ROUND IRON BOX AND
MB3092'STAMPED TW-117. THE STATION IS 12.0 FEET NORTH FROM THE CENTERLINE OF
MB3092'OLD MILL ROAD, 10.0 FEET SOUTHEAST FROM A METAL WITNESS POST, AND 53.0
MB3092'FEET EAST FROM POWER POLE NUMBER TW-1254. THE STATION IS 542.62
MB3092'METERS FROM STATION TW-101. ALSO NEAR NW DRIVE TO HOUSE # 2320.
|
|
|
|
|
|
|
|
|
|
|
|
2261837.0
|
591280.75
|
0101000020960E0000FE778AEEA64141414948BB00610B2241
|
true
|
2011-01-14 09:03:00 -0500
|
false
|
41.28468627777777777777
|
-81.43262125555555555556
|
-81.4326212555556
|
41.2846862777776
|
2261837.86360073
|
591280.501428851
|
689409.559644622
|
180222.657280811
|
316
|
316
|
K 4
|
PR0003
|
OH
|
Summit
|
PENINSULA
|
HARTMAN GEODETIC SERVICES
|
1989-12-31 19:00:00 -0500
|
ALUMINUM SURVEY DISK in Concrete
|
K-2 1990
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1990 STATION MONUMENTED HARTMAN GEODETIC SERVICES
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
22.93512
|
N
|
81
|
32
|
23.83225
|
W
|
ADJUSTED
|
|
|
The horizontal coordinates were established by GPS observations
and adjusted by the Hartman Geodetic Services in December 1990.
The orthometric height was determined differential leveling.
|
OH N
|
177204.244
|
674267.929
|
0.99994512
|
+
|
0
|
37
|
29.1
|
|
MT
|
C
|
|
|
|
263.796
|
865.471
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
SECOND
|
1
|
|
|
|
DESCRIBED BY HARTMAN GEODETIC SERVICES
TO REACH THE STATION FROM THE OHIO TURNPIKE TRAVEL TO EXIT 12 AND
PROCEED NORTH ON ROUTE 8 FOR 3.5 MILES TO I-271. GO SOUTH ON I-271 TO
EXIT 12(SR.303) AND GET OFF. THEN TURN AROUND AND PROCEED NORTH ON I-271 TO
MILE MARKER 16. THE STATION IS ON TOP OF THE HILL ON THE EAST SIDE
OF THE HIGHWAY AT MILE MARKER 16. IT IS 11 FEET EAST OF THE TOP OF
THE TOP OF THE BANK. 50 FEET WEST OF A RW FENCE.50' NORTH OF A LINE
CREATED BY THE MILE 16 MARKERS EXTENDED. THE MONUMENT IS
STAMPED "K-4 SET 1990". NOTE: STATION IS MARKED BY A CORPS OF ENGINEERS
BERNSTEN MONUMENT STAMPED U.S. ENVIRONMENTAL PROTECTION AGENCY, CORPS
OF ENGINEERS, MISSOURI RIVER DIVISION, ST. LOUIS DISTRICT. LAS VEGAS,
NV. IT IS BETWEEN SR. 303 AND SR. 82.
IT IS 74.77 FEET SE OF A DOUBLE HEAD NAIL IN THE FACE OF AN 8"
'ROUND WOOD R/W FENCE POST; 69.9 FEET NORTH OF A DOUBLEHEAD NAIL IN
'FACE OF A TWIN 12" SUMAC.
BETWEEN SR 303 AND SR 82
|
2013-11-21 19:00:00 -0500
|
SCE
|
Unable to Locate
|
Fair
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
PR0003 ***********************************************************************
PR0003 DESIGNATION - K-4
PR0003 PID - PR0003
PR0003 STATE/COUNTY- OH/SUMMIT
PR0003 USGS QUAD - PENINSULA
PR0003
PR0003 HORZ DATUM - NAD 83(1986)
PR0003 VERT DATUM - NGVD 29
PR0003
PR0003 POSITION - 41 16 22.93512(N) 081 32 23.83225(W) ADJUSTED
PR0003 83 minus 27 -
PR0003
PR0003 HEIGHT - 263.796 (meters) 865.471 (feet) ADJUSTED
PR0003 88 minus 29 -
PR0003 ***********************************************************************
PR0003 LAPLACE CORR-
PR0003 GEOID HEIGHT-
PR0003
PR0003 HORZ ORDER - FIRST
PR0003 VERT ORDER - SECOND CLASS 1
PR0003
PR0003.The horizontal coordinates were established by GPS observations
PR0003.and adjusted by the Hartman Geodetic Services in December 1990.
PR0003
PR0003.The orthometric height was determined differential leveling.
PR0003
PR0003
PR0003; North East Scale Converg.
PR0003;SPC OH N - 177204.244 674267.929 0.99994512 +0 37 29.15 MT
PR0003;SPC OH N - 586693.719 2232388.735 US SURVEY FEET
PR0003
PR0003_STATION MARK IS AN ALUMINUM SURVEY DISK
PR0003_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
PR0003_THE MARK IS STAMPED: K-4 SET 1990
PR0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
PR0003+STABILITY: SURFACE MOTION
PR0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
PR0003+SATELLITE: SATELLITE OBSERVATIONS - DECEMBER 1990
PR0003
PR0003 HISTORY - Year Condition Recov. By
PR0003 HISTORY - 1990 STATION MONUMENTED HARTMAN GEODETIC SERVICES
PR0003 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
PR0003
PR0003 STATION DESCRIPTION
PR0003
PR0003'DESCRIBED BY HARTMAN GEODETIC SERVICES
PR0003'TO REACH THE STATION FROM THE OHIO TURNPIKE TRAVEL TO EXIT 12 AND
PR0003'PROCEED NORTH ON ROUTE 8 FOR 3.5 MILES TO I-271. GO SOUHT ON I-271 TO
PR0003'EXIT 12 AND GET OFF. THEN TURN AROUND AND PROCEED NORTH ON I-271 TO
PR0003'MILE MARKER 16. THE STATION IS ON TOP OF THE HILL ON THE EAST SIDE
PR0003'OF THE HIGHWAY AT MILE MARKER 16. IT IS 11 FEET EAST OF THE TOP OF
PR0003'THE TOP OF THE BANK. MONUMENT IS STAMPED
PR0003'"K-4 SET 1990". NOTE: STATION IS MARKED BY A CORPS OF ENGINEERS
PR0003'BERNSTEN MONUMENT STAMPED U.S. ENVIRONMENTAL PROTECTION AGENCY, CORPS
PR0003'OF ENGINEERS, MISSOURI RIVER DIVISION, ST. LOUIS DISTRICT. LAS VEGAS,
PR0003'NV. IT IS 74.77 FEET SE OF A DOUBLE HEAD NAIL IN THE FACE OF AN 8"
PR0003'ROUND WOOD R/W FENCE POST; 69.9 FEET NORTH OF A DOUBLEHEAD NAIL IN
PR0003'FACE OF A TWIN 12" SUMAC.
PR0003
|
|
|
|
|
|
|
|
|
|
|
|
2232388.25
|
586693.5
|
0101000020960E0000EC5C1A5E2208414156DEE46F8BE72141
|
true
|
2013-11-22 09:51:00 -0500
|
false
|
41.27303753333333333334
|
-81.53995340277777777777
|
-81.5399534027778
|
41.2730375333332
|
2232388.73517953
|
586693.718543003
|
680433.447349616
|
178824.603061098
|
317
|
317
|
K 5
|
PR0004
|
OH
|
Summit
|
PENINSULA
|
HARTMAN GEODETIC SERVICES
|
1989-12-31 19:00:00 -0500
|
ALUMINUM SURVEY DISK in Concrete
|
K-5 1990
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1990 STATION MONUMENTED HARTMAN GEODETIC SERVICES
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
58.07506
|
N
|
81
|
32
|
56.37475
|
W
|
ADJUSTED
|
|
|
The horizontal coordinates were established by GPS observations
and adjusted by the Hartman Geodetic Services in December 1990.
The orthometric height was determined differential leveling.
|
OH N
|
176436.131
|
673525.765
|
0.99994554
|
+
|
0
|
37
|
50.5
|
|
MT
|
C
|
|
|
|
232.477
|
762.718
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
SECOND
|
1
|
|
|
|
DESCRIBED BY HARTMAN GEODETIC SERVICES
TO REACH THE STATION FROM THE OHIO TURNPIKE TRAVEL TO EXIT 12 AND
PROCEED NORTH ON ROUTE 8 FOR 3.5 MILES TO I-271. GO SOUTH ON I-271 TO
FRO APPROXIAMTELY 3 MILES TO MILE MARKER 15.4. STATION IS APPROXIMATELY
9 FEET WEST OF THE WEST EDGE OF THE SHOULDER ABOUT 1' LOWER THAN ROAD
LEVEL. MONUMENT IS STAMPED
"K-5 SET 1990". NOTE: STATION IS MARKED BY A CORPS OF ENGINEERS
BERNSTEN MONUMENT STAMPED U.S. ENVIRONMENTAL PROTECTION AGENCY, CORPS
OF ENGINEERS, MISSOURI RIVER DIVISION, ST. LOUIS DISTRICT. LAS VEGAS,
NV. IT IS 69.99 FEET SW OF AN 'X' CUT IN THE BOTTOM BOLT OF THE LAST
GUIDE RAIL POST; 10.61 FEET NW OF A PK NAIL IN THE SHOULDER.
|
2013-08-07 20:00:00 -0400
|
COSE
|
Unable to Locate
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
PR0004 ***********************************************************************
PR0004 DESIGNATION - K-5
PR0004 PID - PR0004
PR0004 STATE/COUNTY- OH/SUMMIT
PR0004 USGS QUAD - PENINSULA
PR0004
PR0004 HORZ DATUM - NAD 83(1986)
PR0004 VERT DATUM - NGVD 29
PR0004
PR0004 POSITION - 41 15 58.07506(N) 081 32 56.37475(W) ADJUSTED
PR0004 83 minus 27 -
PR0004
PR0004 HEIGHT - 232.477 (meters) 762.718 (feet) ADJUSTED
PR0004 88 minus 29 -
PR0004 ***********************************************************************
PR0004 LAPLACE CORR-
PR0004 GEOID HEIGHT-
PR0004
PR0004 HORZ ORDER - FIRST
PR0004 VERT ORDER - SECOND CLASS 1
PR0004
PR0004.The horizontal coordinates were established by GPS observations
PR0004.and adjusted by the Hartman Geodetic Services in December 1990.
PR0004
PR0004.The orthometric height was determined differential leveling.
PR0004
PR0004
PR0004; North East Scale Converg.
PR0004;SPC OH N - 176436.131 673525.765 0.99994554 +0 37 50.53 MT
PR0004;SPC OH N - 584150.624 2229931.552 US SURVEY FEET
PR0004
PR0004_STATION MARK IS AN ALUMINUM SURVEY DISK
PR0004_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
PR0004_THE MARK IS STAMPED: K-5 SET 1990
PR0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
PR0004+STABILITY: SURFACE MOTION
PR0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
PR0004+SATELLITE: SATELLITE OBSERVATIONS - DECEMBER 1990
PR0004
PR0004 HISTORY - Year Condition Recov. By
PR0004 HISTORY - 1990 STATION MONUMENTED HARTMAN GEODETIC SERVICES
PR0004 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
PR0004
PR0004 STATION DESCRIPTION
PR0004
PR0004'DESCRIBED BY HARTMAN GEODETIC SERVICES
PR0004'TO REACH THE STATION FROM THE OHIO TURNPIKE TRAVEL TO EXIT 12 AND
PR0004'PROCEED NORTH ON ROUTE 8 FOR 3.5 MILES TO I-271. GO SOUTH ON I-271 TO
PR0004'FRO APPROXIAMTELY 3 MILES TO MILE MARKER 15.4. STATION IS APPROXIMATELY
PR0004'9 FEET WEST OF THE WEST EDGE OF THE SHOULDER ABOUT 1' LOWER THAN ROAD
PR0004'LEVEL. MONUMENT IS STAMPED
PR0004'"K-5 SET 1990". NOTE: STATION IS MARKED BY A CORPS OF ENGINEERS
PR0004'BERNSTEN MONUMENT STAMPED U.S. ENVIRONMENTAL PROTECTION AGENCY, CORPS
PR0004'OF ENGINEERS, MISSOURI RIVER DIVISION, ST. LOUIS DISTRICT. LAS VEGAS,
PR0004'NV. IT IS 69.99 FEET SW OF AN 'X' CUT IN THE BOTTOM BOLT OF THE LAST
PR0004'GUIDE RAIL POST; 10.61 FEET NW OF A PK NAIL IN THE SHOULDER.
PR0004
|
|
|
|
|
|
|
|
|
|
|
|
2229930.75
|
584150.75
|
0101000020960E0000D2A79CC655034141F826883FADD32141
|
true
|
2013-08-09 10:34:00 -0400
|
false
|
41.26613196111111111111
|
-81.54899298611111111111
|
-81.5489929861111
|
41.266131961111
|
2229931.55165575
|
584150.624085634
|
679684.496313664
|
178049.466320218
|
335
|
335
|
RI 112
|
CE1088
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 112
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2005 - GOOD COSEHISTORY - 2011 - GOOD COSE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
14
|
22.38
|
N
|
81
|
40
|
37.7
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
335.387
|
1100.348
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303, 67.0' WEST OF CENTERLINE OF PAVEMENT OF MEDINA LINE ROAD, 23.5 'SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303
|
2021-12-05 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1088 *********************************************************************
CE1088 DESIGNATION - RI-112
CE1088 PID - CE1088
CE1088 STATE/COUNTY- OH/SUMMIT
CE1088
CE1088 HORZ DATUM - NAD 83(1986)
CE1088 VERT DATUM - NAVD 88
CE1088
CE1088 POSITION - 41 14 22.38 (N) 081 40 37.70 (W) SCALED
CE1088 83 MINUS 27 -
CE1088
CE1088 HEIGHT - 335.387 (meters) 1100.348 (feet) ADJUST
CE1088 88 MINUS 29 -
CE1088 *********************************************************************
CE1088
CE1088 VERT ORDER - SECOND
CE1088
CE1088 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1088 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1088 BY DIFFERENTIAL LEVELING COSE 1990.
CE1088
CE1088_STATION MARK IS A SURVEY DISK
CE1088_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1088_THE MARK IS STAMPED: RI-112
CE1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1088+STABILITY: SURFACE MOTION
CE1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1088+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1088
CE1088 HISTORY - Year Condition Recov. By
CE1088 HISTORY - 1996 - GOOD COSE
CE1088 HISTORY - 2000 - GOOD COSE
CE1088 STATION DESCRIPTION
CE1088
CE1088 DESCRIBED BY COSE
CE1088 THE STATION IS LOCATED ALONG S.R. 303 67.0' WEST OF
CE1088 CENTERLINE OF PAVEMENT OF MEDINA LINE ROAD 23.5'
CE1088 SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303 3.0'
CE1088 EAST OF A METAL WITNESS.
CE1088
|
|
|
|
|
|
|
|
|
|
|
|
2194851.5
|
574069.9375
|
0101000020960E000013842764B6BE4041E035229A37852141
|
true
|
2011-03-11 08:16:00 -0500
|
false
|
41.23955
|
-81.67713888888888888889
|
-81.6771388888889
|
41.2395499999999
|
2194796.78245593
|
574107.801042255
|
668975.397243362
|
174988.407734478
|
372
|
372
|
NF 110
|
CE1082
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 110
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2013 - GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
17
|
20.74
|
N
|
81
|
33
|
44.98
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
200.721
|
658.531
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED ALONG HIGHLAND ROAD 120.0'
EAST OF CENTERLINE OF DRIVE TO BRANDYWINE SKI CENTER/DOVER
LAKE PARK 27.0' SOUTH OF THE CENTERLINE OF PAVEMENT
OF HIGHLAND ROAD 3.0' NORTH OF A CARSONITE WITNESS POST
6" BELOW GROUND PROTECTED BY A 7" ROUND IRON BOX.
GOOD FOR GPS.
|
2019-08-06 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1082 *********************************************************************
CE1082 DESIGNATION - NF-110
CE1082 PID - CE1082
CE1082 STATE/COUNTY- OH/SUMMIT
CE1082
CE1082 HORZ DATUM - NAD 83(1986)
CE1082 VERT DATUM - NAVD 88
CE1082
CE1082 POSITION - 41 17 20.74 (N) 081 33 44.98 (W) SCALED
CE1082 83 MINUS 27 -
CE1082
CE1082 HEIGHT - 200.721 (meters) 658.531 (feet) ADJUST
CE1082 88 MINUS 29 -
CE1082 *********************************************************************
CE1082
CE1082 VERT ORDER - SECOND
CE1082
CE1082 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1082 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1082 BY DIFFERENTIAL LEVELING COSE 1990.
CE1082
CE1082_STATION MARK IS A SURVEY DISK
CE1082_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1082_THE MARK IS STAMPED: NF-110
CE1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1082+STABILITY: SURFACE MOTION
CE1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1082+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1082
CE1082 HISTORY - Year Condition Recov. By
CE1082 HISTORY - 1996 - GOOD COSE
CE1082 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1082 STATION DESCRIPTION
CE1082
CE1082 DESCRIBED BY COSE
CE1082 THE STATION IS LOCATED ALONG HIGHLAND ROAD 120.0'
CE1082 EAST OF THE DRIVE TO BRANDYWINE SKI CENTER/DOVER
CE1082 LAKE PARK 27.0' SOUTH OF THE CENTERLINE OF PAVEMENT
CE1082 OF HIGHLAND ROAD 3.0' NORTH OF A CARSONITE WITNESS POST
CE1082 6" BELOW GROUND PROTECTED BY A 7" ROUND IRON BOX.
CE1082
|
|
|
|
|
|
|
|
|
|
|
|
2226205.0
|
592401.5
|
0101000020960E00006D9BDA1BE9FB4041A3485C8CB8142241
|
true
|
2013-11-22 09:39:00 -0500
|
false
|
41.28909444444444444444
|
-81.56249444444444444444
|
-81.5624944444444
|
41.2890944444443
|
2226130.21760886
|
592476.274141569
|
678525.847378875
|
180587.129532594
|
373
|
373
|
NF 111
|
CE1083
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 111
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
17
|
28.53
|
N
|
81
|
32
|
54.57
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
275.54
|
904.002
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED AT THE INTERSECTION OF
HIGHLAND AND BOYDEN ROADS 29.5 SOUTH OF CENTERLINE
OF PAVEMENT OF HIGHLAND ROAD 5.0' EAST OF THE PROJECTED
CENTERLINE OF PAVEMENT OF BOYDEN ROAD AND
3.0' NORTH OF A METAL WITNESS POST.
NOT GOOD FOR GPS.
|
2023-02-02 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1083 *********************************************************************
CE1083 DESIGNATION - NF-111
CE1083 PID - CE1083
CE1083 STATE/COUNTY- OH/SUMMIT
CE1083
CE1083 HORZ DATUM - NAD 83(1986)
CE1083 VERT DATUM - NAVD 88
CE1083
CE1083 POSITION - 41 17 28.53 (N) 081 32 54.57 (W) SCALED
CE1083 83 MINUS 27 -
CE1083
CE1083 HEIGHT - 275.540 (meters) 904.002 (feet) ADJUST
CE1083 88 MINUS 29 -
CE1083 *********************************************************************
CE1083
CE1083 VERT ORDER - SECOND
CE1083
CE1083 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1083 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1083 BY DIFFERENTIAL LEVELING COSE 1990.
CE1083
CE1083_STATION MARK IS A SURVEY DISK
CE1083_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1083_THE MARK IS STAMPED: NF-111
CE1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1083+STABILITY: SURFACE MOTION
CE1083_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1083+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1083
CE1083 HISTORY - Year Condition Recov. By
CE1083 HISTORY - 1996 - GOOD COSE
CE1083 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1083 STATION DESCRIPTION
CE1083
CE1083 DESCRIBED BY COSE
CE1083 THE STATION IS LOCATED AT THE INTERSECTION OF
CE1083 HIGHLAND AND BOYDEN ROADS 29.5 SOUTH OF CENTERLINE
CE1083 OF PAVEMENT OF HIGHLAND ROAD 5.0' WEST OF THE
CE1083 PROJECTED CENTERLINE OF PAVEMENT OF BOYDEN ROAD AND
CE1083 3.0' NORTH OF A METAL WITNESS POST.
CE1083
|
|
|
|
|
|
|
|
|
|
|
|
2229980.0
|
593320.0
|
0101000020960E0000D92DD9BD680341419E855B9E341B2241
|
true
|
2012-09-13 03:06:00 -0400
|
false
|
41.29125833333333333333
|
-81.54849166666666666666
|
-81.5484916666667
|
41.2912583333332
|
2229969.48319028
|
593306.309292007
|
679696.057868512
|
180840.124752436
|
512
|
512
|
GIS538
|
CE0538
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
GIS538
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 GOOD COSE SURVEY FIELD CREWHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
53.77973
|
N
|
81
|
35
|
3.14296
|
W
|
ADJUSTED
|
-33.66
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
168631.58
|
676832.655
|
0.9999411
|
+
|
0
|
36
|
5.8
|
|
MT
|
C
|
|
|
|
224.447
|
736.373
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 0.3 MILES WEST OF THE INTERSECTION OF IRA
AND AKRON-PENINSULA ROADS. THE MARK IS 17.0' NORTH OF CENTERLINE
OF PAVEMENT OF IRA ROAD 73.0' WEST OF CENTERLINE OF PAVEMENT OF
RIVERVIEW ROAD 50.0' EAST OF CENTERLINE OF THE RAILROAD TRACKS
12.5' SOUTH OF A TELEPHONE POLE #1013 56 GTE AND 57.0' NORTHEAST
OF CONCRETE CABLE MARKER #OH-007095 WILTEL FIBER OPTIC CABLE.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0538 ***********************************************************************
CE0538 DESIGNATION - GIS538
CE0538 PID - CE0538
CE0538 STATE/COUNTY- OH/SUMMIT
CE0538 USGS QUAD -
CE0538
CE0538 HORZ DATUM - NAD 83(1986)
CE0538 VERT DATUM - NGVD 88
CE0538
CE0538 POSITION - 41 10 53.77973(N) 081 35 03.14296(W) ADJUSTED
CE0538 83 minus 27 -
CE0538
CE0538 HEIGHT - 224.447 (meters) 736.373 (feet) ADJUSTED
CE0538 88 minus 29 -
CE0538 ***********************************************************************
CE0538 LAPLACE CORR-
CE0538 GEOID HEIGHT- -33.668
CE0538
CE0538 HORZ ORDER - FIRST
CE0538 VERT ORDER - SECOND
CE0538
CE0538.The horizontal coordinates were established by GPS observations
CE0538.and adjusted by Woolpert in March 1997.
CE0538
CE0538.The orthometric height was determined by differential leveling COSE 1990.
CE0538
CE0538
CE0538.The geoid height was determined by GEOID93.
CE0538
CE0538; North East Scale Converg.
CE0538;SPC OH N - 168631.580 676832.655 0.99994110 +0 36 05.87 MT
CE0538;SPC OH N - 553252.109 2220575.136 US SURVEY FEET
CE0538
CE0538_STATION MARK IS A CITY OF AKRON SURVEY DISK
CE0538_WITH SETTING: SET IN TOP OF 6" DIAM P.V.C. PIPE FILLED W CONCRETE
CE0538_THE MARK IS STAMPED: GIS538
CE0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0538+STABILITY: SURFACE MOTION
CE0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0538+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0538
CE0538 HISTORY - Year Condition Recov. By
CE0538 HISTORY - 1996 - GOOD COSE
CE0538 STATION DESCRIPTION
CE0538
CE0538'DESCRIBED BY COSE
CE0538'THE STATION IS LOCATED 0.3 MILES WEST OF THE INTERSECTION OF IRA
CE0538'AND AKRON-PENINSULA ROADS. THE MARK IS 17.0' NORTH OF CENTERLINE
CE0538'OF PAVEMENT OF IRA ROAD 73.0' WEST OF CENTERLINE OF PAVEMENT OF
CE0538'RIVERVIEW ROAD 50.0' EAST OF CENTERLINE OF THE RAILROAD TRACKS
CE0538'12.5' SOUTH OF A TELEPHONE POLE #1013 56 GTE AND 57.0' NORTHEAST
CE0538'OF CONCRETE CABLE MARKER #OH-007095 WILTEL FIBER OPTIC CABLE.
CE0538
|
|
|
|
|
|
|
|
|
|
|
|
2220575.25
|
553252.4375
|
0101000020960E0000AACE4D910FF140416477EE3748E22041
|
true
|
2013-01-17 09:42:00 -0500
|
false
|
41.18160548055555555556
|
-81.58420637777777777777
|
-81.5842063777778
|
41.1816054805554
|
2220575.13518699
|
553252.109241229
|
676832.654870304
|
168631.580159871
|
514
|
514
|
CEO547
|
CE0547
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
NO STAMP
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSE CREWHISTORY - 2004 GOOD COSE CREWHISTORY - 2012 GOOD COSE SURVEY CREW HISTORY 2016 GOOD SCE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
8
|
31.3807
|
N
|
81
|
33
|
7.34168
|
W
|
ADJUSTED
|
-33.58
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
164268.043
|
679579.022
|
0.99994
|
+
|
0
|
37
|
21.9
|
|
MT
|
C
|
|
|
|
234.764
|
770.22
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 0.4 MILES NORTH OF THE INTERSECTION OF
AKRON-PENINSULA ROAD AND PORTAGE TRAIL EXTENSION. THE MARK IS
58.0' NORTHWEST OF CENTERLINE OF PAVEMENT OF THEISS ROAD 39.0'
EAST OF CENTERLINE OF PAVEMENT OF AKRON-PENINSULA ROAD 6.0'
SOUTHWEST OF TELEPHONE POLE #84881 AT THE NORTHEAST CORNER OF
THEISS AND AKRON-PENINSULA ROADS 1.0' SOUTH OF A CARSONITE
WITNESS POST AND 49.0' WEST OF A POWER POLE #M13982.
|
2021-12-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0547 ***********************************************************************
CE0547 DESIGNATION - NONE
CE0547 PID - CE0547
CE0547 STATE/COUNTY- OH/SUMMIT
CE0547 USGS QUAD -
CE0547
CE0547 HORZ DATUM - NAD 83(1986)
CE0547 VERT DATUM - NGVD 88
CE0547
CE0547 POSITION - 41 08 31.38070(N) 081 33 07.34168(W) ADJUSTED
CE0547 83 minus 27 -
CE0547
CE0547 HEIGHT - 234.7641 (meters) 770.221 (feet) ADJUSTED
CE0547 88 minus 29 -
CE0547 ***********************************************************************
CE0547 LAPLACE CORR-
CE0547 GEOID HEIGHT- -33.587
CE0547
CE0547 HORZ ORDER - SECOND CLASS I
CE0547 VERT ORDER - SECOND
CE0547
CE0547.The horizontal coordinates were established by GPS observations
CE0547.and adjusted by Woolpert in March 1997.
CE0547
CE0547.The orthometric height was determined by differential leveling COSE 1990.
CE0547
CE0547
CE0547.The geoid height was determined by GEOID93.
CE0547
CE0547; North East Scale Converg.
CE0547;SPC OH N - 164268.043 679579.022 0.99994000 +0 37 21.94 MT
CE0547;SPC OH N - 538936.071 2229585.508 US SURVEY FEET
CE0547
CE0547_STATION MARK IS A CITY OF AKRON SURVEY DISK
CE0547_WITH SETTING: SET IN TOP OF 6" DIAM P.V.C. PIPE FILLED W CONCRETE
CE0547_THE MARK IS STAMPED: NO STAMP
CE0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0547+STABILITY: SURFACE MOTION
CE0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0547+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0547
CE0547 HISTORY - Year Condition Recov. By
CE0547 HISTORY - 1996 - GOOD COSE
CE0547 STATION DESCRIPTION
CE0547
CE0547'DESCRIBED BY COSE
CE0547'THE STATION IS LOCATED 0.4 MILES NORTH OF THE INTERSECTION OF
CE0547'AKRON-PENINSULA ROAD AND PORTAGE TRAIL EXTENSION. THE MARK IS
CE0547'58.0' NORTHWEST OF CENTERLINE OF PAVEMENT OF THEISS ROAD 39.0'
CE0547'EAST OF CENTERLINE OF PAVEMENT OF AKRON-PENINSULA ROAD 6.0'
CE0547'SOUTHWEST OF TELEPHONE POLE #84881 AT THE NORTHEAST CORNER OF
CE0547'THEISS AND AKRON-PENINSULA ROADS 1.0' SOUTH OF A CARSONITE
CE0547'WITNESS POST AND 49.0' WEST OF A POWER POLE #M13982.
CE0547
|
|
|
|
|
|
|
|
|
|
|
|
2229585.25
|
538936.625
|
0101000020960E00009A8D00C1A8024141D42E642570722041
|
true
|
2012-08-28 10:11:00 -0400
|
false
|
41.14205019444444444444
|
-81.55203935555555555556
|
-81.5520393555556
|
41.1420501944443
|
2229585.50782938
|
538936.07302996
|
679579.021944439
|
164268.0435956
|
531
|
531
|
TW 106
|
CE2003
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
TW 106
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2014 - GOOD COSE SURVEY FIELD CREW -2021 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
19
|
23.15
|
N
|
81
|
26
|
25.49
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
302.342
|
991.935
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED ALONG S.R. 91, 250.0' NORTH OF CENTER OF TRACKS OF THE NORFOLK AND WESTERN RAILROAD, 33.0' WEST OF CENTERLINE OF PAVEMENT OF S.R. 91, 135.0' SOUTH OF DRIVE LEADING TO HOUSE #9468, 45.0' SOUTH-SOUTHWEST OF A POWER AND TELEPHONE POLE #1019-001/ TW-274 , 3.0' NORTH OF A METAL WITNESS POST,
94.0' NORTH NORTHWEST OF A FIRE HYDRANT.
|
2021-12-29 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2003 *********************************************************************
CE2003 DESIGNATION - TW-106
CE2003 PID - CE2003
CE2003 STATE/COUNTY- OH/SUMMIT
CE2003
CE2003 HORZ DATUM - NAD 83(1986)
CE2003 VERT DATUM - NAVD 88
CE2003
CE2003 POSITION - 41 19 23.15 (N) 081 26 25.49 (W) SCALED
CE2003 83 MINUS 27 -
CE2003
CE2003 HEIGHT - 302.342 (meters) 991.935 (feet) ADJUST
CE2003 88 MINUS 29 -
CE2003 *********************************************************************
CE2003
CE2003 VERT ORDER - SECOND
CE2003
CE2003 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2003 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2003 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE2003
CE2003_STATION MARK IS A SURVEY DISK
CE2003_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE2003_THE MARK IS STAMPED: TW-106
CE2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2003+STABILITY: SURFACE MOTION
CE2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2003+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2003
CE2003 HISTORY - Year Condition Recov. By
CE2003 HISTORY - 1996 - GOOD COSE
CE2003 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2003 STATION DESCRIPTION
CE2003
CE2003 DESCRIBED BY COSE
CE2003 THE STATION IS LOCATED ALONG S.R. 91 250.0' NORTH
CE2003 OF CENTER OF TRACKS OF THE NORFOLK AND WESTERN
CE2003 RAILROAD 33.0' WEST OF CENTERLINE OF PAVEMENT OF
CE2003 S.R. 91 135.0' SOUTH OF DRIVE LEADING TO HOUSE #9468
CE2003 45.0' SOUTH-SOUTHWEST OF A POWER AND TELEPHONE POLE
CE2003 #1019-001 TW-274 3.0' NORTH OF A METAL WITNESS POST
CE2003 94.0' NORTH NORTHWEST OF A FIRE HYDRANT.
CE2003
|
|
|
|
|
|
|
|
|
|
|
|
2259540.0
|
605233.5625
|
0101000020960E00009E02262F233D4141C10F2FBB80782241
|
true
|
2014-03-18 10:08:00 -0400
|
false
|
41.32309722222222222223
|
-81.44041388888888888889
|
-81.4404138888889
|
41.3230972222221
|
2259526.36834748
|
605248.365593426
|
688705.014482341
|
184480.070793002
|
532
|
532
|
TW 113
|
CE2004
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
TW 113
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2002 - DESTROYED WJS-COSE
|
NAD 83(1986)
|
|
false
|
41
|
18
|
40.27
|
N
|
81
|
27
|
17.82
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
331.178
|
1086.538
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
THE STATION IS LOCATED ALONG S.R. 82 AT THE SOUTHEAST ANGLE OF INTERSECTION OF S.R. 82 AND HADDEN ROAD, 57.0' SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 82, 61.0' EAST OF CENTERLINE OF PAVEMENT OF HADDEN ROAD, 1.0' NORTH OF A CARSONITE WITNESS POST, 21.8' WEST OF TELEPHONE POLE #7000-025, 83.5' NORTHEAST OF TELEPHONE POLE #7021001.
REPORTED DESTROYED BY COSE
|
|
SCE
|
Destroyed
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2004 *********************************************************************
CE2004 DESIGNATION - TW-113
CE2004 PID - CE2004
CE2004 STATE/COUNTY- OH/SUMMIT
CE2004
CE2004 HORZ DATUM - NAD 83(1986)
CE2004 VERT DATUM - NAVD 88
CE2004
CE2004 POSITION - 41 18 40.27 (N) 081 27 17.82 (W) SCALED
CE2004 83 MINUS 27 -
CE2004
CE2004 HEIGHT - 331.178 (meters) 1086.538 (feet) ADJUST
CE2004 88 MINUS 29 -
CE2004 *********************************************************************
CE2004
CE2004 VERT ORDER - SECOND
CE2004
CE2004 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2004 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2004 BY DIFFERENTIAL LEVELING COSE 1990.
CE2004
CE2004_STATION MARK IS A SURVEY DISK
CE2004_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE2004_THE MARK IS STAMPED: TW-113
CE2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2004+STABILITY: SURFACE MOTION
CE2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS MARGINABLE FOR
CE2004+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2004
CE2004 HISTORY - Year Condition Recov. By
CE2004 HISTORY - 1996 - GOOD COSE
CE2004 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2004 STATION DESCRIPTION
CE2004
CE2004 DESCRIBED BY COSE
CE2004 THE STATION IS LOCATED ALONG S.R. 82 AT THE
CE2004 SOUTHEAST ANGLE OF INTERSECTION OF S.R. 82 AND
CE2004 HADDEN ROAD 57.0' SOUTH OF CENTERLINE OF
CE2004 PAVEMENT OF S.R. 82 61.0' EAST OF CENTERLINE
CE2004 OF PAVEMENT OF HADDEN ROAD 1.0' NORTH OF A
CE2004 CARSONITE WITNESS POST 21.8' WEST OF TELEPHONE
CE2004 POLE #7000-025 83.5' NORTHEAST OF TELEPHONE POLE
CE2004 #7021001.
CE2004
|
|
|
|
|
|
|
|
|
|
|
|
2255560.0
|
600880.0
|
0101000020960E0000AC6B92087135414118B1305D39562241
|
false
|
2005-03-23 03:50:00 -0500
|
false
|
41.31118611111111111111
|
-81.45495
|
-81.45495
|
41.311186111111
|
2255586.0669684
|
600860.682012114
|
687504.008219985
|
183142.702162681
|
563
|
563
|
65 CWL 1952 TT
|
CE2010
|
OH
|
Summit
|
West Richfield
|
USGS
|
1951-12-31 00:00:00 -0500
|
Disk
|
65 CWL 1952 TT
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 1999 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD SCEHISTORY - 2005 - GOOD SCEHISTORY - 2010 - GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
9
|
47.01
|
N
|
81
|
38
|
12.35
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
284.339
|
932.869
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS BA-2
THE STATION IS LOCATED ON CLEVELAND-MASSILLON RD .5 MILES SOUTH
OF BATH ROAD, 38.0' EAST OF THE CENTERLINE OF CLEVELAND-MASSILLON
RD IN THE SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER YELLOW
CREEK. ACROSS FROM HOUSE #1018.
NOT GOOD FOR GPS
|
2018-08-27 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2010 *********************************************************************
CE2010 DESIGNATION - 65 CWL 1952 TT
CE2010 PID - CE2010
CE2010 STATE/COUNTY- OH/SUMMIT
CE2010
CE2010 HORZ DATUM - NAD 83(1986)
CE2010 VERT DATUM - NAVD 88
CE2010
CE2010 POSITION - 41 09 47.01 (N) 081 38 12.35 (W) SCALED
CE2010 83 MINUS 27 -
CE2010
CE2010 HEIGHT - 284.339 (meters) 932.869 (feet) ADJUST
CE2010 88 MINUS 29 -
CE2010 *********************************************************************
CE2010
CE2010 VERT ORDER - SECOND
CE2010
CE2010 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2010 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2010 BY DIFFERENTIAL LEVELING .
CE2010
CE2010_STATION MARK IS A SURVEY DISK
CE2010_WITH SETTING: SET IN TOP OF CONCRETE ABUTMENT OF A BRIDGE
CE2010_THE MARK IS STAMPED: 65 CWL 1952 TT
CE2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2010+STABILITY: SURFACE MOTION
CE2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2010+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2010
CE2010 HISTORY - Year Condition Recov. By
CE2010 HISTORY - 1989 - GOOD COSE
CE2010 HISTORY - 1999 - GOOD COSE SURVEY FIELD CREW
CE2010 STATION DESCRIPTION
CE2010
CE2010 DESCRIBED BY COSE ALSO KNOWN AS BA-2
CE2010 THE STATION IS LOCATED ON CLEVELAND-MASSILLON 0.9
CE2010 MILES SOUTH OF BATH STATE ROAD 21 38.0' EAST OF THE
CE2010 CENTERLINE OF CLEVELAND-MASSILLON ROAD IN THE
CE2010 SOUTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER
CE2010 YELLOW CREEK. NAD29 USGS ELEVATION: 933.457 FEET.
CE2010
|
|
|
|
|
|
|
|
|
|
|
|
2206175.0
|
546346.625
|
0101000020960E0000F29FC9F0EFD440415F79EEE556AC2041
|
true
|
2011-02-24 09:12:00 -0500
|
false
|
41.16305833333333333333
|
-81.63676388888888888889
|
-81.6367638888889
|
41.1630583333332
|
2206175.8811531
|
546347.449085038
|
672443.753462971
|
166527.035535172
|
565
|
565
|
TT 50 ER 1952
|
CE2012
|
OH
|
Summit
|
|
USGS
|
1951-12-31 00:00:00 -0500
|
Disk in Concrete
|
TT 50 ER 1952
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2003 - GOOD COSE SURVEY FIELD CREWHISTORY - 2013 - GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
14
|
14.48
|
N
|
81
|
29
|
49.97
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
301.569
|
989.397
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS BO-4
THE STATION IS LOCATED ALONG OLDE EIGHT 0.4 MILES
NORTH OF S.R. 303 29.0' WEST OF THE CENTERLINE OF
OLDE EIGHT.
55.0' WEST OF TELEPHONE POLE #B0277
AT 1.5' EAST OF POWER TELEPHONE POLE #BO-130.
NAD29 USGS ELEVATION: 990.064 FEET.104' SOUTH OF
BRIGHTON LANE
|
2018-05-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2012 *********************************************************************
CE2012 DESIGNATION - TT 50 ER 1952
CE2012 PID - CE2012
CE2012 STATE/COUNTY- OH/SUMMIT
CE2012
CE2012 HORZ DATUM - NAD 83(1986)
CE2012 VERT DATUM - NAVD 88
CE2012
CE2012 POSITION - 41 14 14.48 (N) 081 29 49.97 (W) SCALED
CE2012 83 MINUS 27 -
CE2012
CE2012 HEIGHT - 301.569 (meters) 989.397 (feet) ADJUST
CE2012 88 MINUS 29 -
CE2012 *********************************************************************
CE2012
CE2012 VERT ORDER - SECOND
CE2012
CE2012 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2012 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2012 BY DIFFERENTIAL LEVELING COSE 1990.
CE2012
CE2012_STATION MARK IS A SURVEY DISK
CE2012_WITH SETTING: SET IN TOP OF CONCRETE ABUTMENT OF A BRIDGE
CE2012_THE MARK IS STAMPED: TT 50 ER 1952
CE2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2012+STABILITY: SURFACE MOTION
CE2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2012+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2012
CE2012 HISTORY - Year Condition Recov. By
CE2012 HISTORY - 1989 - GOOD COSE
CE2012 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2012 STATION DESCRIPTION
CE2012
CE2012 DESCRIBED BY COSE ALSO KNOWN AS BO-4
CE2012 THE STATION IS LOCATED ALONG OLDE EIGHT 0.4 MILES
CE2012 NORTH OF S.R. 303 29.0' WEST OF THE CENTERLINE OF
CE2012 OLDE EIGHT 72.0' EAST NORTHEAST OF THE SOUTHEAST
CE2012 CORNER OF HOUSE #6256 60.0' SOUTH OF DRIVE TO
CE2012 HOUSE #6256 55.0' WEST OF TELEPHONE POLE #B0277
CE2012 AT 1.5' EAST OF POWER TELEPHONE POLE #BO-130.
CE2012NAD29 USGS ELEVATION: 990.064 FEET.
CE2012
|
|
|
|
|
|
|
|
|
|
|
|
2244359.25
|
573777.9375
|
0101000020960E00009C23FEC55E1F414160B8D86C04832141
|
true
|
2013-07-23 10:22:00 -0400
|
false
|
41.23735555555555555555
|
-81.49721388888888888889
|
-81.4972138888889
|
41.2373555555554
|
2244285.54681821
|
573826.212590944
|
684059.602789396
|
174902.579402861
|
584
|
584
|
NF 105
|
CE0552
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 105
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2006 - GOOD COSE SURVEY FIELD CREWHISTORY - 2012 - GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY FIELD CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
52.77348
|
N
|
81
|
32
|
20.71384
|
W
|
ADJUSTED
|
-33.91
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
183447.373
|
680455.091
|
0.9999484
|
+
|
0
|
37
|
52.5
|
|
MT
|
C
|
|
|
|
301.507
|
989.195
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ON THE WEST SIDE OF OLDE EIGHT C.H. 16
150'+- NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82 BETWEEN SIDEWALK
AND CURB SOUTH OF DRIVEWAY TO NORDONIA HILLS BOARD OF EDUCATION
BUILDING AND ELEMENTARY SCHOOL 10' SOUTH OF THE SOUTH DRIVEWAY
TO THE SCHOOL.
|
2023-02-02 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0552 ***********************************************************************
CE0552 DESIGNATION - NF_105
CE0552 PID - CE0552
CE0552 STATE/COUNTY- OH/SUMMIT
CE0552 USGS QUAD -
CE0552
CE0552 HORZ DATUM - NAD 83(1986)
CE0552 VERT DATUM - NGVD 88
CE0552
CE0552 POSITION - 41 18 52.77348(N) 081 32 20.71384(W) ADJUSTED
CE0552 83 minus 27 -
CE0552
CE0552 HEIGHT - 301.507 (meters) 989.195 (feet) ADJUSTED
CE0552 88 minus 29 -
CE0552 ***********************************************************************
CE0552 LAPLACE CORR-
CE0552 GEOID HEIGHT- -33.913
CE0552
CE0552 HORZ ORDER - FIRST
CE0552 VERT ORDER - SECOND
CE0552
CE0552.The horizontal coordinates were established by GPS observations
CE0552.and adjusted by Woolpert in March 1997.
CE0552
CE0552.The orthometric height was determined by differential leveling COSE 1990.
CE0552
CE0552
CE0552.The geoid height was determined by GEOID93.
CE0552
CE0552; North East Scale Converg.
CE0552;SPC OH N - 183447.373 680455.091 0.99994840 +0 37 52.57 MT
CE0552;SPC OH N - 601860.256 2232459.744 US SURVEY FEET
CE0552
CE0552_STATION MARK IS A USGS AND STATE SURVEY DISK
CE0552_WITH SETTING SET IN TOP OF A 6" PRECAST CONCRETE MONUMENT
CE0552_THE MARK IS STAMPED: NO STAMP
CE0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0552+STABILITY: SURFACE MOTION
CE0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0552+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0552
CE0552 HISTORY - Year Condition Recov. By
CE0552 HISTORY - 1996 - GOOD COSE
CE0552 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0552 STATION DESCRIPTION
CE0552
CE0552'DESCRIBED BY COSE
CE0552'THE STATION IS LOCATED ON THE WEST SIDE OF OLDE EIGHT C.H. 16
CE0552'150'+- NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82 BETWEEN SIDEWALK
CE0552'AND CURB SOUTH OF DRIVEWAY TO NORDONIA HILLS BOARD OF EDUCATION
CE0552'BUILDING AND MULTI-SERVICE CENTER 10' SOUTH OF THE SOUTH DRIVEWAY
CE0552'TO THE SCHOOL.
CE0552
|
|
|
|
|
|
|
|
|
|
|
|
2232460.25
|
601860.1875
|
0101000020960E000029A380DF45084141B014F782085E2241
|
true
|
2012-12-20 08:42:00 -0500
|
false
|
41.3146593
|
-81.53908717777777777777
|
-81.5390871777778
|
41.3146592999998
|
2232459.7461132
|
601860.255791327
|
680455.091525486
|
183447.372859926
|
601
|
601
|
NF 104
|
CE0553
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
NF 104
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
50.91607
|
N
|
81
|
31
|
24.6167
|
W
|
ADJUSTED
|
-33.9
|
|
The horizontal coordinates were established by GPS observations
and adjusted by Woolpert in March 1997.
The orthometric height was determined by differential leveling COSE 1990.
The geoid height was determined by GEOID93.
|
OH N
|
183404.57
|
681760.37
|
0.9999484
|
+
|
0
|
38
|
29.4
|
|
MT
|
C
|
|
|
|
296.943
|
974.22
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE NORTHWEST ANGLE OF THE INTERSECTION
OF S.R. 82 & S.R. 8 42' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82
55' WEST OF CENTERLINE OF PAVEMENT OF SOUTH BOUND LANES OR S.R. 8
33' SOUTHEAST OF THE SOUTHEAST OF A BRICK OHIO EDISON SUBSTATION
54' SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK OHIO EDISON
SUBSTATION 7.5' NORTHEAST OF POWER POLE #3000-032 AND 3' SOUTHWEST
OF A METAL WITNESS POST. SUPPLEMENTAL ELEVATION POINT: A DRILL’HOLE
WITH CROWSFOOT IN THE NORTH END OF A CONCRETE STEP AT THE
EAST DOOR OF A BRICK ELECTRICAL SUBSTATION AT THE NORTHWEST
’CORNER OF S.R. 82 AND S.R. 8 ELEVATION: 977.56
ADDITIONAL LANES HAVE BEEN ADDED TO ROUTE 8 AND ROUTE 82 AND THE
MONUMENT IS BELIEVED TO HAVE BEEN LOST.
|
2013-01-14 19:00:00 -0500
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0553 ***********************************************************************
CE0553 DESIGNATION - NF-104
CE0553 PID - CE0553
CE0553 STATE/COUNTY- OH/SUMMIT
CE0553 USGS QUAD -
CE0553
CE0553 HORZ DATUM - NAD 83(1986)
CE0553 VERT DATUM - NAVD 88
CE0553
CE0553 POSITION - 41 18 50.91607(N) 081 31 24.61670(W) ADJUSTED
CE0553 83 minus 27 -
CE0553
CE0553 HEIGHT - 296.943 (meters) 974.220 (feet) ADJUSTED
CE0553 88 minus 29 -
CE0553 ***********************************************************************
CE0553 LAPLACE CORR-
CE0553 GEOID HEIGHT- -33.901
CE0553
CE0553 HORZ ORDER - FIRST
CE0553 VERT ORDER - SECOND
CE0553
CE0553.The horizontal coordinates were established by GPS observations
CE0553.and adjusted by Woolpert in March 1997.
CE0553
CE0553.The orthometric height was determined by differential leveling COSE 1990.
CE0553
CE0553
CE0553.The geoid height was determined by GEOID93.
CE0553
CE0553; North East Scale Converg.
CE0553;SPC OH N - 183404.570 681760.370 0.99994840 +0 38 29.43 MT
CE0553;SPC OH N - 601719.827 2236742.147 US SURVEY FEET
CE0553
CE0553_STATION MARK IS A SURVEY DISK
CE0553_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0553_THE MARK IS STAMPED: NF-104
CE0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0553+STABILITY: SURFACE MOTION
CE0553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0553+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0553
CE0553 HISTORY - Year Condition Recov. By
CE0553 HISTORY - 1996 - GOOD COSE
CE0553 HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
CE0553
CE0553 STATION DESCRIPTION
CE0553
CE0553'DESCRIBED BY COSE
CE0553'THE STATION IS LOCATED AT THE NORTHWEST ANGLE OF THE INTERSECTION
CE0553'OF S.R. 82 & S.R. 8 42' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82
CE0553'55' WEST OF CENTERLINE OF PAVEMENT OF SOUTH BOUND LANES OR S.R. 8
CE0553'33' SOUTHEAST OF THE SOUTHEAST OF A BRICK OHIO EDISON SUBSTATION
CE0553'54' SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK OHIO EDISON
CE0553'SUBSTATION 7.5' NORTHEAST OF POWER POLE #3000-032 AND 3' SOUTHWEST
CE0553'OF A METAL WITNESS POST. SUPPLEMENTAL ELEVATION POINT: A DRILL
CE0553’HOLE WITH CROWSFOOT IN THE NORTH END OF A CONCRETE STEP AT THE
CE0553’EAST DOOR OF A BRICK ELECTRICAL SUBSTATION AT THE NORTHWEST
CE0553’CORNER OF S.R. 82 AND S.R. 8 ELEVATION: 977.56
CE0553
|
|
|
|
|
|
|
|
|
|
|
|
2236741.75
|
601720.125
|
0101000020960E0000F859F412A3104141BF02B8A6EF5C2241
|
true
|
2013-01-17 09:46:00 -0500
|
false
|
41.31414335277777777778
|
-81.52350463888888888889
|
-81.5235046388889
|
41.3141433527776
|
2236742.14808201
|
601719.82562264
|
681760.370256138
|
183404.569658903
|
602
|
602
|
NF 101
|
CE0556
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 101
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW -2021 GOOD COSE SURVEY FIELD CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
42.03804
|
N
|
81
|
29
|
19.13398
|
W
|
ADJUSTED
|
-33.87
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
183163.975
|
684681.88
|
0.9999482
|
+
|
0
|
39
|
51.8
|
|
MT
|
C
|
|
|
|
335.408
|
1100.419
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE NORTHEAST ANGLE OF THE INTERSECTION OF S.R. 82 AND SHEPARD ROAD, 160'+- EAST OF CENTERLINE OF PAVEMENT OF SHEPARD ROAD, 59' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82 AND 56.8 FT NW OF A UTILITY POLE W/LIGHT, 21.7' NORTH OF FIRE HYDRANT.
|
2023-02-02 00:00:00 -0500
|
SCE
|
GOOD
|
GOOD
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0556 ***********************************************************************
CE0556 DESIGNATION - NF-101
CE0556 PID - CE0556
CE0556 STATE/COUNTY- OH/SUMMIT
CE0556 USGS QUAD -
CE0556
CE0556 HORZ DATUM - NAD 83(1986)
CE0556 VERT DATUM - NAVD 88
CE0556
CE0556 POSITION - 41 18 42.03804(N) 081 29 19.13398(W) ADJUSTED
CE0556 83 minus 27 -
CE0556
CE0556 HEIGHT - 335.408 (meters) 1100.419 (feet) ADJUSTED
CE0556 88 minus 29 -
CE0556 ***********************************************************************
CE0556 LAPLACE CORR-
CE0556 GEOID HEIGHT- -33.877
CE0556
CE0556 HORZ ORDER - FIRST
CE0556 VERT ORDER - SECOND
CE0556
CE0556.The horizontal coordinates were established by GPS observations
CE0556.and adjusted by Woolpert in March 1997.
CE0556
CE0556.The orthometric height was determined by differential leveling COSE 1990.
CE0556
CE0556
CE0556.The geoid height was determined by GEOID93.
CE0556
CE0556; North East Scale Converg.
CE0556;SPC OH N - 183163.975 684681.880 0.99994820 +0 39 51.86 MT
CE0556;SPC OH N - 600930.475 2246327.135 US SURVEY FEET
CE0556
CE0556_STATION MARK IS A SURVEY DISK
CE0556_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0556_THE MARK IS STAMPED: NF-101
CE0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0556+STABILITY: SURFACE MOTION
CE0556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0556+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0556
CE0556 HISTORY - Year Condition Recov. By
CE0556 HISTORY - 1996 - GOOD COSE
CE0556 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0556 STATION DESCRIPTION
CE0556
CE0556'DESCRIBED BY COSE
CE0556'THE STATION IS LOCATED AT THE NORTHEAST ANGLE OF THE INTERSECTION
CE0556'OF S.R. 82 AND SHEPARD ROAD 160'+- EAST OF CENTERLINE OF PAVEMENT OF
CE0556'SHEPARD ROAD 59' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82 AND 3'
CE0556'WEST OF A METAL WITNESS PIPE.
CE0556
|
|
|
|
|
|
|
|
|
|
|
|
2246327.5
|
600930.0625
|
0101000020960E0000EECF24915B23414191B17AF2C4562241
|
true
|
2011-02-16 06:19:00 -0500
|
false
|
41.31167723333333333333
|
-81.48864832777777777777
|
-81.4886483277778
|
41.3116772333332
|
2246327.13393592
|
600930.473592328
|
684681.879787428
|
183163.974678875
|
603
|
603
|
TW 114
|
CE0557
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
TW 114
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 1999 - NOT RECOVERED COSE
HISTORY - 2003 - DESTROYED COSE
HISTORY - 2004 - NOT RECOVERED COSE SURVEY CREW
HISTORY - 2014 - NOT RECOVERED COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
41.55899
|
N
|
81
|
28
|
21.27246
|
W
|
ADJUSTED
|
-33.86
|
|
The horizontal coordinates were established by GPS observations
and adjusted by Woolpert in March 1997.
The orthometric height was determined by differential leveling COSE 1990.
The geoid height was determined by GEOID93.
|
OH N
|
183164.928
|
686027.777
|
0.9999481
|
+
|
0
|
40
|
29.8
|
|
MT
|
C
|
|
|
|
352.157
|
1155.367
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE NORTHWEST ANGLE OF THE INTERSECTION
OF S.R. 82 AND CHAMBERLAIN ROAD (C.H. 128) 83' WEST OF THE CENTERLINE
OF CHAMBERLAIN ROAD, 42' NORTH OF CENTERLINE OF S.R. 82, 3' SOUTH
OF A METAL WITNESS POST, 69' SOUTHWEST OF A TELEPHONE POLE
7101002 AND 40' WEST OF A STEEL SIGNAL POLE. A BRONZE DISK SET IN THE
IN CONCRETE AND FLUSH WITH THE GROUND.
REPORTED DESTROYED BY COSE 2000 DUE TO WIDENING OF THE ROAD.
|
2014-03-20 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0557 ***********************************************************************
CE0557 DESIGNATION - TW-114
CE0557 PID - CE0557
CE0557 STATE/COUNTY- OH/SUMMIT
CE0557 USGS QUAD -
CE0557
CE0557 HORZ DATUM - NAD 83(1986)
CE0557 VERT DATUM - NAVD 88
CE0557
CE0557 POSITION - 41 18 41.55899(N) 081 28 21.27246(W) ADJUSTED
CE0557 83 minus 27 -
CE0557
CE0557 HEIGHT - 352.157 (meters) 1155.367 (feet) ADJUSTED
CE0557 88 minus 29 -
CE0557 ***********************************************************************
CE0557 LAPLACE CORR-
CE0557 GEOID HEIGHT- -33.865
CE0557
CE0557 HORZ ORDER - FIRST
CE0557 VERT ORDER - SECOND
CE0557
CE0557.The horizontal coordinates were established by GPS observations
CE0557.and adjusted by Woolpert in March 1997.
CE0557
CE0557.The orthometric height was determined by differential leveling COSE 1990.
CE0557
CE0557
CE0557.The geoid height was determined by GEOID93.
CE0557
CE0557; North East Scale Converg.
CE0557;SPC OH N - 183164.928 686027.777 0.99994810 +0 40 29.88 MT
CE0557;SPC OH N - 600933.601 2250742.798 US SURVEY FEET
CE0557
CE0557_STATION MARK IS A SURVEY DISK
CE0557_WITH SETTING SET IN TOP OD A CAST IN PLACE CONCRETE MONUMENT
CE0557_THE MARK IS STAMPED: TW-114
CE0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0557+STABILITY: SURFACE MOTION
CE0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0557+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0557
CE0557 HISTORY - Year Condition Recov. By
CE0557 HISTORY - 1996 - GOOD COSE
CEO557 HISTORY - 1999 - NOT RECOVERED COSE
CEO557
CE0557 STATION DESCRIPTION
CE0557
CE0557'DESCRIBED BY COSE
CE0557'THE STATION IS LOCATED AT THE NORTHWEST ANGLE OF THE INTERSECTION
CE0557'OF S.R. 82 AND CHAMBERLAIN ROAD (C.H. 128) 83' WEST OF THE CENTERLINE
CE0557'OF CHAMBERLAIN ROAD, 42' NORTH OF CENTERLINE OF S.R. 82, 3' SOUTH
CE0557'OF A METAL WITNESS POST, 69' SOUTHWEST OF A TELEPHONE POLE
CE0557'7101002 AND 40' WEST OF A STEEL SIGNAL POLE. A BRONZE DISK SET IN THE
CE0557'IN CONCRETE AND FLUSH WITH THE GROUND.
CE0557
CE0557'DESCRIBED BY COSE 1999
CE0557 NOT RECOVERED DUE TO WIDENING OF THE ROAD.
CE0557
|
|
|
|
|
|
|
|
|
|
|
|
2250743.75
|
600933.0
|
0101000020960E00004DC52A66FB2B41411E2F4333CB562241
|
true
|
2014-03-21 10:11:00 -0400
|
false
|
41.31154416388888888889
|
-81.47257568333333333334
|
-81.4725756833333
|
41.3115441638888
|
2250742.79818026
|
600933.600121949
|
686027.776940896
|
183164.927647008
|
614
|
614
|
BO 112
|
CE0560
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 112
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
3.66386
|
N
|
81
|
31
|
25.40642
|
W
|
ADJUSTED
|
-33.76
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
174543.732
|
681841.193
|
0.9999434
|
+
|
0
|
38
|
28.9
|
|
MT
|
C
|
|
|
|
269.068
|
882.766
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303, 1.7 MILES WEST OF S.R. 8
38' EAST OF THE CENTERLINE OF A DRIVEWAY LEADING TO CAMP
BUTLER, 30.5' SOUTH OF THE CENTERLINE OF S.R. 303, 47.5' WEST
OF THE NORTHWEST CORNER OF A BRICK PILLAR ON THE WEST SIDE
OF THE DRIVEWAY OF HOUSE #880 AND 74.5' SOUTH OF TELEPHONE
POLE #3000036.
GOOD FOR GPS.
|
2019-08-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0560 ***********************************************************************
CE0560 DESIGNATION - BO-112
CE0560 PID - CE0560
CE0560 STATE/COUNTY- OH/SUMMIT
CE0560 USGS QUAD -
CE0560
CE0560 HORZ DATUM - NAD 83(1986)
CE0560 VERT DATUM - NAVD 88
CE0560
CE0560 POSITION - 41 14 03.66386(N) 081 31 25.40642(W) ADJUSTED
CE0560 83 minus 27 -
CE0560
CE0560 HEIGHT - 269.068 (meters) 882.766 (feet) ADJUSTED
CE0560 88 minus 29 -
CE0560 ***********************************************************************
CE0560 LAPLACE CORR-
CE0560 GEOID HEIGHT- -33.766
CE0560
CE0560 HORZ ORDER - SECOND CLASS I
CE0560 VERT ORDER - SECOND
CE0560
CE0560.The horizontal coordinates were established by GPS observations
CE0560.and adjusted by Woolpert in March 1997.
CE0560
CE0560.The orthometric height was determined by differential leveling COSE 1990.
CE0560
CE0560
CE0560.The geoid height was determined by GEOID93.
CE0560
CE0560; North East Scale Converg.
CE0560;SPC OH N - 174543.732 681841.193 0.99994340 +0 38 28.91 MT
CE0560;SPC OH N - 572648.894 2237007.314 US SURVEY FEET
CE0560
CE0560_STATION MARK IS A SURVEY DISK
CE0560_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0560_THE MARK IS STAMPED: BO-112
CE0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0560+STABILITY: SURFACE MOTION
CE0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0560+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0560
CE0560 HISTORY - Year Condition Recov. By
CE0560 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE0560
CE0560 STATION DESCRIPTION
CE0560
CE0560'DESCRIBED BY COSE
CE0560'THE STATION IS LOCATED ALONG S.R. 303, 1.7 MILES WEST OF S.R. 8
CE0560'38' EAST OF THE CENTERLINE OF A DRIVEWAY LEADING TO CAMP
CE0560'BUTLER, 30.5' SOUTH OF THE CENTERLINE OF S.R. 303, 2.5' WEST
CE0560'OF A METAL WITNESS POST, 47.5' WEST OF THE NORTHWEST
CE0560'CORNER OF A BRICK PILLAR ON THE WEST SIDE OF THE DRIVEWAY
CE0560'OF HOUSE #880 AND 74.5' SOUTH OF TELEPHONE POLE #3000036.
CE0560
|
|
|
|
|
|
|
|
|
|
|
|
2237006.25
|
572649.25
|
0101000020960E0000510B4AA8271141411C24A7CAD1792141
|
true
|
2011-01-12 07:56:00 -0500
|
false
|
41.23435107222222222222
|
-81.52372400555555555556
|
-81.5237240055555
|
41.2343510722221
|
2237007.31475965
|
572648.895806435
|
681841.193221127
|
174543.732529251
|
615
|
615
|
HU 118
|
CE0562
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 118
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2004 GOOD SCEHISTORY - 2013 GOOD SCE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
3.04202
|
N
|
81
|
28
|
23.39587
|
W
|
ADJUSTED
|
-33.73
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
174573.223
|
686079.545
|
0.9999434
|
+
|
0
|
40
|
28.4
|
|
MT
|
C
|
|
|
|
306.907
|
1006.912
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303 0.7 MILES EAST OF TEREX ROAD
38' SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303 34' EAST OF
CENTERLINE OF AN ASPHALT DRIVEWAY FOR CITY OF HUDSON WATER DIVISION
AND 23' NORTHEAST OF A TELEPHONE POWER POLE #7000-010/#42.
|
2021-12-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0562 ***********************************************************************
CE0562 DESIGNATION - HU-118
CE0562 PID - CE0562
CE0562 STATE/COUNTY- OH/SUMMIT
CE0562 USGS QUAD -
CE0562
CE0562 HORZ DATUM - NAD 83(1986)
CE0562 VERT DATUM - NAVD 88
CE0562
CE0562 POSITION - 41 14 03.04202(N) 081 28 23.39587(W) ADJUSTED
CE0562 83 minus 27 -
CE0562
CE0562 HEIGHT - 306.907 (meters) 1006.912 (feet) ADJUSTED
CE0562 88 minus 29 -
CE0562 ***********************************************************************
CE0562 LAPLACE CORR-
CE0562 GEOID HEIGHT- -33.738
CE0562
CE0562 HORZ ORDER - SECOND CLASS I
CE0562 VERT ORDER - SECOND
CE0562
CE0562.The horizontal coordinates were established by GPS observations
CE0562.and adjusted by Woolpert in March 1997.
CE0562
CE0562.The orthometric height was determined by differential leveling COSE 1990.
CE0562
CE0562
CE0562.The geoid height was determined by GEOID93.
CE0562
CE0562; North East Scale Converg.
CE0562;SPC OH N - 174573.223 686079.545 0.99994340 +0 40 28.48 MT
CE0562;SPC OH N - 572745.649 2250912.641 US SURVEY FEET
CE0562
CE0562_STATION MARK IS A SURVEY DISK
CE0562_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0562_THE MARK IS STAMPED: HU-118
CE0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0562+STABILITY: SURFACE MOTION
CE0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0562+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0562
CE0562 HISTORY - Year Condition Recov. By
CE0562 HISTORY - 1996 - GOOD COSE
CE0562 STATION DESCRIPTION
CE0562
CE0562'DESCRIBED BY COSE
CE0562'THE STATION IS LOCATED ALONG S.R. 303 0.7 MILES EAST OF TEREX ROAD
CE0562'38' SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303 34' EAST OF
CE0562'CENTERLINE OF AN ASPHALT DRIVEWAY FOR CITY OF HUDSON WATER DIVISION
CE0562'AND 23' NORTHEAST OF A TELEPHONE POWER POLE #7000-010/#42.
CE0562
|
|
|
|
|
|
|
|
|
|
|
|
2250912.0
|
572745.0
|
0101000020960E00009A25E051502C41417933D54C937A2141
|
true
|
2013-08-07 10:01:00 -0400
|
false
|
41.23417833888888888889
|
-81.47316551944444444445
|
-81.4731655194445
|
41.2341783388887
|
2250912.63965292
|
572745.650064095
|
686079.544725299
|
174573.223285966
|
616
|
616
|
HU 117
|
CE0563
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 117
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2004 GOOD SCEHISTORY - 2013 GOOD SCE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
11.23899
|
N
|
81
|
27
|
39.93001
|
W
|
ADJUSTED
|
-33.73
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
174838.051
|
687088.636
|
0.9999434
|
+
|
0
|
40
|
57.0
|
|
MT
|
C
|
|
|
|
312.714
|
1025.964
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SCOSE
THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF S.R. 303 AND
WESTHAVEN ROAD 100' SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303
23' WEST OF CENTERLINE OF PAVEMENT OF WESTHAVEN ROAD 60' SOUTH
SOUTHEAST OF A TELEPHONE POWER POLE #7000-010 17.5' SOUTH SOUTHEAST
OF A TELEPHONE POWER POLE #7001-001.
|
2022-12-07 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0563 ***********************************************************************
CE0563 DESIGNATION - HU-117
CE0563 PID - CE0563
CE0563 STATE/COUNTY- OH/SUMMIT
CE0563 USGS QUAD -
CE0563
CE0563 HORZ DATUM - NAD 83(1986)
CE0563 VERT DATUM - NAVD 88
CE0563
CE0563 POSITION - 41 14 11.23899(N) 081 27 39.93001(W) ADJUSTED
CE0563 83 minus 27 -
CE0563
CE0563 HEIGHT - 312.714 (meters) 1025.964 (feet) ADJUSTED
CE0563 88 minus 29 -
CE0563 ***********************************************************************
CE0563 LAPLACE CORR-
CE0563 GEOID HEIGHT- -33.738
CE0563
CE0563 HORZ ORDER - SECOND CLASS I
CE0563 VERT ORDER - SECOND
CE0563
CE0563.The horizontal coordinates were established by GPS observations
CE0563.and adjusted by Woolpert in March 1997.
CE0563
CE0563.The orthometric height was determined by differential leveling COSE 1990.
CE0563
CE0563
CE0563.The geoid height was determined by GEOID93.
CE0563
CE0563; North East Scale Converg.
CE0563;SPC OH N - 174838.051 687088.636 0.99994340 +0 40 57.04 MT
CE0563;SPC OH N - 573614.506 2254223.300 US SURVEY FEET
CE0563
CE0563_STATION MARK IS A SURVEY DISK
CE0563_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0563_THE MARK IS STAMPED: HU-117
CE0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0563+STABILITY: SURFACE MOTION
CE0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0563+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0563
CE0563 HISTORY - Year Condition Recov. By
CE0563 HISTORY - 1996 - GOOD COSE
CE0563 STATION DESCRIPTION
CE0563
CE0563'DESCRIBED BY SCOSE
CE0563'THE STATION IS LOCATED AT THE SOUTHWEST ANGLE OF S.R. 303 AND
CE0563'WESTHAVEN ROAD 100' SOUTH OF CENTERLINE OF PAVEMENT OF S.R. 303
CE0563'23' WEST OF CENTERLINE OF PAVEMENT OF WESTHAVEN ROAD 60' SOUTH
CE0563'SOUTHEAST OF A TELEPHONE POWER POLE #7000-010 17.5' SOUTH SOUTHEAST
CE0563'OF A TELEPHONE POWER POLE #7001-001.
CE0563
|
|
|
|
|
|
|
|
|
|
|
|
2254223.75
|
573614.0625
|
0101000020960E000068E66EA6C732414168668E025D812141
|
true
|
2013-08-13 10:08:00 -0400
|
false
|
41.236455275
|
-81.46109166944444444444
|
-81.4610916694444
|
41.2364552749999
|
2254223.3002594
|
573614.504992676
|
687088.636096337
|
174838.050797854
|
631
|
631
|
NF 106
|
MB3071
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 106
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
51.01645
|
N
|
81
|
32
|
51.54646
|
W
|
ADJUSTED
|
-34.08
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
183385.309
|
679738.616
|
0.99994837
|
+
|
0
|
37
|
32.3
|
|
MT
|
|
|
|
|
286.282
|
939.242
|
ADJUST
|
|
1.52
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.6 MILES
SOUTHWEST OF THE VILLAGE OF MACEDONIA.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 82 PROCEED WEST ALONG STATE ROUTE 82 1.8 MILES AND THE
STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED NF-106. THE STATION IS
44.0 FEET SOUTH FROM THE CENTERLINE OF STATE ROUTE 82, 28.0 FEET
SOUTHWEST FROM A FIRE HYDRANT, 46.0 FEET WEST OF POWER POLE NUMBER
7000-019, 16.0 FEET NORTHWEST FROM A SANITARY SEWER, AND 20.0 FEET
EAST FROM POWER POLE NUMBER 7000-020. THE STATION IS 960.15 METERS
FROM STATION NF-107.
GOOD FOR GPS.
|
2023-02-02 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3071 ***********************************************************************
MB3071 DESIGNATION - NF 106
MB3071 PID - MB3071
MB3071 STATE/COUNTY- OH/SUMMIT
MB3071
MB3071 HORZ DATUM - NAD 83(1986)
MB3071 VERT DATUM - NAVD 88
MB3071
MB3071 POSITION - 41 18 51.01645(N) 081 32 51.54646(W) ADJUSTED
MB3071 83 minus 27 - +00.19767 -00.57194 NADCON
MB3071
MB3071 HEIGHT - 286.282 (meters) 939.242 (feet) ADJUSTED
MB3071 ***********************************************************************
MB3071
MB3071 LAPLACE CORR- 1.52 DEFLEC90
MB3071 GEOID HEIGHT- -34.08 GEOID90
MB3071
MB3071
MB3071 HORZ ORDER - FIRST
MB3071 VERT ORDER - SECOND
MB3071
MB3071
MB3071.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3071.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3071.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3071.COSE 1992
MB3071
MB3071; North East Scale Converg.
MB3071;SPC OH N - 183,385.309 679,738.616 0.99994837 +0 37 32.3 MT
MB3071;UTM 17 - 4,573,778.635 454,160.951 0.99962586 -0 21 41.6 MT
MB3071
MB3071: Primary Azimuth Mark Grid Az
MB3071:SPC OH N - NF 107 271 21 49.9
MB3071:UTM 17 - NF 107 272 21 03.8
MB3071
MB3071|---------------------------------------------------------------------|
MB3071| Pid Reference Object Distance Geod. AZ |
MB3071| dddmmss.ss|
MB3071| MB3072 NF 107 APPROX. 1.0 KM 2715922.2 |
MB3071|---------------------------------------------------------------------|
MB3071
MB3071_STATION MARK IS A SURVEY DISK
MB3071_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3071_THE MARK IS STAMPED: NF-106
MB3071
MB3071 HISTORY - Year Condition Recov. By
MB3071 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3071 HISTORY - 1992 GOOD COSE
MB3071 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3071
MB3071 STATION DESCRIPTION
MB3071
MB3071'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3071'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.6 MILES
MB3071'SOUTHWEST OF THE VILLAGE OF MACEDONIA.
MB3071'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3071'STATE ROUTE 82 PROCEED WEST ALONG STATE ROUTE 82 1.8 MILES AND THE
MB3071'STATION ON THE LEFT.
MB3071'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3071'CONCRETE FLUSH WITH THE GROUND AND STAMPED NF-106. THE STATION IS
MB3071'44.0 FEET SOUTH FROM THE CENTERLINE OF STATE ROUTE 82, 28.0 FEET
MB3071'SOUTHWEST FROM A FIRE HYDRANT, 46.0 FEET WEST OF POWER POLE NUMBER
MB3071'7000-019, 16.0 FEET NORTHWEST FROM A SANITARY SEWER, AND 20.0 FEET
MB3071'EAST FROM POWER POLE NUMBER 7000-020. THE STATION IS 960.15 METERS
MB3071'FROM STATION NF-107.
|
|
|
|
|
|
|
|
|
|
|
|
2230108.75
|
601656.5
|
0101000020960E0000C1A4DF8DAE034141D6FEC944715C2241
|
true
|
2012-09-04 04:04:00 -0400
|
false
|
41.31417123611111111111
|
-81.54765179444444444444
|
-81.5476517944444
|
41.314171236111
|
2230109.10838756
|
601656.634353603
|
679738.61571376
|
183385.308921582
|
632
|
632
|
NF 107
|
MB3072
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 107
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2021 NOT FOUND COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
18
|
52.09485
|
N
|
81
|
33
|
32.80026
|
W
|
ADJUSTED
|
-34.09
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
183408.16
|
678778.818
|
0.99994839
|
+
|
0
|
37
|
5.2
|
|
MT
|
|
|
|
|
278.418
|
913.444
|
ADJUST
|
|
1.3
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.6 MILES
SOUTHWEST OF THE VILLAGE OF MACEDONIA.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 82 PROCEED WEST ALONG STATE ROUTE 82 2.6 MILES AND THE
STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED NF-107. THE STATION IS
36.0 FEET NORTH FROM THE CENTERLINE OF STATE ROUTE 82, 49.0 FEET WEST
FROM THE CENTERLINE OF LOCUST CIRCLE, AND 3.0 FEET SOUTH FROM A METAL
WITNESS POST. THE STATION IS 960.15 METERS FROM STATION NF-106.
GOOD FOR GPS.
2021 A GAS VALVE IS AT THIS LOCATION.
|
2021-12-30 00:00:00 -0500
|
SCE
|
NOT RECOVERED
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3072 ***********************************************************************
MB3072 DESIGNATION - NF 107
MB3072 PID - MB3072
MB3072 STATE/COUNTY- OH/SUMMIT
MB3072
MB3072 HORZ DATUM - NAD 83(1986)
MB3072 VERT DATUM - NAVD 88
MB3072
MB3072 POSITION - 41 18 52.09485(N) 081 33 32.80026(W) ADJUSTED
MB3072 83 minus 27 - +00.19729 -00.56945 NADCON
MB3072
MB3072 HEIGHT - 278.418 (meters) 913.444 (feet) ADJUSTED
MB3072 ***********************************************************************
MB3072
MB3072 LAPLACE CORR- 1.30 DEFLEC90
MB3072 GEOID HEIGHT- -34.09 GEOID90
MB3072
MB3072
MB3072 HORZ ORDER - THIRD
MB3072 VERT ORDER - SECOND
MB3072
MB3072
MB3072.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3072.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3072.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3072.COSE 1992
MB3072
MB3072; North East Scale Converg.
MB3072;SPC OH N - 183,408.160 678,778.818 0.99994839 +0 37 05.2 MT
MB3072;UTM 17 - 4,573,818.006 453,201.998 0.99962695 -0 22 08.9 MT
MB3072
MB3072: Primary Azimuth Mark Grid Az
MB3072:SPC OH N - NF 106 091 21 49.8
MB3072:UTM 17 - NF 106 092 21 03.9
MB3072
MB3072|---------------------------------------------------------------------|
MB3072| Pid Reference Object Distance Geod. AZ |
MB3072| dddmmss.ss|
MB3072| MB3071 NF 106 APPROX. 1.0 KM 0915855.0 |
MB3072|---------------------------------------------------------------------|
MB3072
MB3072_STATION MARK IS A SURVEY DISK
MB3072_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3072_THE MARK IS STAMPED: NF-107
MB3072
MB3072 HISTORY - Year Condition Recov. By
MB3072 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3072 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3072
MB3072 STATION DESCRIPTION
MB3072
MB3072'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3072'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.6 MILES
MB3072'SOUTHWEST OF THE VILLAGE OF MACEDONIA.
MB3072'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3072'STATE ROUTE 82 PROCEED WEST ALONG STATE ROUTE 82 2.6 MILES AND THE
MB3072'STATION ON THE RIGHT.
MB3072'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3072'CONCRETE FLUSH WITH THE GROUND AND STAMPED NF-107. THE STATION IS
MB3072'36.0 FEET NORTH FROM THE CENTERLINE OF STATE ROUTE 82, 49.0 FEET WEST
MB3072'FROM THE CENTERLINE OF LOCUST CIRCLE, AND 3.0 FEET SOUTH FROM A METAL
MB3072'WITNESS POST. THE STATION IS 960.15 METERS FROM STATION NF-106.
|
|
|
|
|
|
|
|
|
|
|
|
2226959.75
|
601732.125
|
0101000020960E00002FE3E41588FD4041726A7E35075D2241
|
true
|
2013-08-09 04:01:00 -0400
|
false
|
41.31447079166666666667
|
-81.55911118333333333333
|
-81.5591111833333
|
41.3144707916665
|
2226960.17104759
|
601731.604480101
|
678778.817692941
|
183408.159861838
|
638
|
638
|
NF 115
|
MB3075
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 115
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
32.04291
|
N
|
81
|
32
|
5.70822
|
W
|
ADJUSTED
|
-34.03
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
180960.976
|
680831.631
|
0.9999468
|
+
|
0
|
38
|
2.4
|
|
MT
|
|
|
|
|
300.803
|
986.886
|
ADJUST
|
|
1.39
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.0 MILES
SOUTHWEST OF THE VILLAGE OF MACEDONIA.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND U.S.
HIGHWAY 271 PROCEED SOUTH ALONG U.S. HIGHWAY 271 0.75 MILES TO ITS
INTERSECTION WITH OLDE 8 ROAD. TURN RIGHT AND PROCEED NORTH ALONG
OLDE 8 ROAD 0.09 MILES TO ITS INTERSECTION WITH HIGHLAND ROAD. TURN
LEFT AND PROCEED WEST ALONG HIGHLAND ROAD 0.6 MILE TO THE STATION ON
THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED NF-115. THE STATION IS
19.0 FEET NORTH FROM THE ASPHALT CURB TO THE MAIN ENTRANCE OF ALL
SAINTS CEMETERY, 21.0 FEET SOUTH FROM THE CENTERLINE OF HIGHLAND ROAD,
AND 110.0 FEET WEST FROM THE CENTERLINE TO THE MAIN ENTRANCE TO ALL
SAINTS CEMETERY. THE STATION IS 506.76 METERS FROM STATION NF-116.
GOOD FOR GPS.
|
2019-08-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3075 ***********************************************************************
MB3075 DESIGNATION - NF 115
MB3075 PID - MB3075
MB3075 STATE/COUNTY- OH/SUMMIT
MB3075
MB3075 HORZ DATUM - NAD 83(1986)
MB3075 VERT DATUM - NAVD 88
MB3075
MB3075 POSITION - 41 17 32.04291(N) 081 32 05.70822(W) ADJUSTED
MB3075 83 minus 27 - +00.19905 -00.57688 NADCON
MB3075
MB3075 HEIGHT - 300.803 (meters) 986.886 (feet) ADJUSTED
MB3075 ***********************************************************************
MB3075
MB3075 LAPLACE CORR- 1.39 DEFLEC90
MB3075 GEOID HEIGHT- -34.03 GEOID90
MB3075
MB3075
MB3075 HORZ ORDER - FIRST
MB3075 VERT ORDER - SECOND
MB3075
MB3075
MB3075.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3075.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3075.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3075.COSE 1992
MB3075
MB3075; North East Scale Converg.
MB3075;SPC OH N - 180,960.976 680,831.631 0.99994680 +0 38 02.4 MT
MB3075;UTM 17 - 4,571,336.619 455,211.700 0.99962469 -0 21 10.8 MT
MB3075
MB3075: Primary Azimuth Mark Grid Az
MB3075:SPC OH N - NF 116 271 42 32.6
MB3075:UTM 17 - NF 116 272 41 45.8
MB3075
MB3075|---------------------------------------------------------------------|
MB3075| Pid Reference Object Distance Geod. AZ |
MB3075| dddmmss.ss|
MB3075| MB3076 NF 116 APPROX. 0.5 KM 2722035.0 |
MB3075|---------------------------------------------------------------------|
MB3075
MB3075_STATION MARK IS A SURVEY DISK
MB3075_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3075_THE MARK IS STAMPED: NF-115
MB3075
MB3075 HISTORY - Year Condition Recov. By
MB3075 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3075 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3075
MB3075 STATION DESCRIPTION
MB3075
MB3075'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3075'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.0 MILES
MB3075'SOUTHWEST OF THE VILLAGE OF MACEDONIA.
MB3075'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND U.S.
MB3075'HIGHWAY 271 PROCEED SOUTH ALONG U.S. HIGHWAY 271 0.75 MILES TO ITS
MB3075'INTERSECTION WITH OLDE 8 ROAD. TURN RIGHT AND PROCEED NORTH ALONG
MB3075'OLDE 8 ROAD 0.09 MILES TO ITS INTERSECTION WITH HIGHLAND ROAD. TURN
MB3075'LEFT AND PROCEED WEST ALONG HIGHLAND ROAD 0.6 MILE TO THE STATION ON
MB3075'THE LEFT.
MB3075'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3075'CONCRETE FLUSH WITH THE GROUND AND STAMPED NF-115. THE STATION IS
MB3075'19.0 FEET NORTH FROM THE ASPHALT CURB TO THE MAIN ENTRANCE OF ALL
MB3075'SAINTS CEMETERY, 21.0 FEET SOUTH FROM THE CENTERLINE OF HIGHLAND ROAD,
MB3075'AND 110.0 FEET WEST FROM THE CENTERLINE TO THE MAIN ENTRANCE TO ALL
MB3075'SAINTS CEMETERY. THE STATION IS 506.76 METERS FROM STATION NF-116.
|
|
|
|
|
|
|
|
|
|
|
|
2233695.0
|
593702.1875
|
0101000020960E00006A14F58DAF0A414186451C9B4D1E2241
|
true
|
2012-09-13 02:58:00 -0400
|
false
|
41.29223414166666666666
|
-81.53491895
|
-81.53491895
|
41.2922341416665
|
2233695.10904174
|
593702.80295007
|
680831.630899184
|
180960.976261117
|
639
|
639
|
NF 116
|
MB3076
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 116
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 UNABLE TO LOCATE COSE SURVEY FIELD CREW - GOOD COSE FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
17
|
32.71389
|
N
|
81
|
32
|
27.46945
|
W
|
ADJUSTED
|
-34.04
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
180976.089
|
680325.135
|
0.99994681
|
+
|
0
|
37
|
48.1
|
|
MT
|
|
|
|
|
295.912
|
970.838
|
ADJUST
|
|
1.29
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.0 MILES
SOUTHWEST OF THE VILLAGE OF MACEDONIA.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND U.S.
HIGHWAY 271 PROCEED SOUTH ALONG U.S. HIGHWAY 271 0.75 MILES TO ITS
INTERSECTION WITH OLDE 8 ROAD. TURN RIGHT AND PROCEED NORTH ALONG
OLDE 8 ROAD 0.09 MILES TO ITS INTERSECTION WITH HIGHLAND ROAD. TURN
LEFT AND PROCEED WEST ALONG HIGHLAND ROAD 1.2 MILES TO THE STATION ON
THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 6 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
STAMPED NF-116. 23.0 FEET SOUTHWEST FROM A FIRE HYDRANT, 14.0 FEET NORTH FROM
THE CENTERLINE OF HIGHLAND ROAD, AND 29.0 FEET EAST FROM THE
CENTERLINE OF PRIVATE DRIVE TO HOUSE NUMBER 521. THE STATION IS
506.76 METERS FROM STATION NF-115.
|
2021-11-08 00:00:00 -0500
|
SCE
|
Good
|
Yes
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3076 ***********************************************************************
MB3076 DESIGNATION - NF 116
MB3076 PID - MB3076
MB3076 STATE/COUNTY- OH/SUMMIT
MB3076
MB3076 HORZ DATUM - NAD 83(1986)
MB3076 VERT DATUM - NAVD 88
MB3076
MB3076 POSITION - 41 17 32.71389(N) 081 32 27.46945(W) ADJUSTED
MB3076 83 minus 27 - +00.19885 -00.57554 NADCON
MB3076
MB3076 HEIGHT - 295.912 (meters) 970.838 (feet) ADJUSTED
MB3076 ***********************************************************************
MB3076
MB3076 LAPLACE CORR- 1.29 DEFLEC90
MB3076 GEOID HEIGHT- -34.04 GEOID90
MB3076
MB3076
MB3076 HORZ ORDER - THIRD
MB3076 VERT ORDER - SECOND
MB3076
MB3076
MB3076.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3076.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3076.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3076.COSE 1992
MB3076
MB3076; North East Scale Converg.
MB3076;SPC OH N - 180,976.089 680,325.135 0.99994681 +0 37 48.1 MT
MB3076;UTM 17 - 4,571,360.447 454,705.702 0.99962525 -0 21 25.2 MT
MB3076
MB3076: Primary Azimuth Mark Grid Az
MB3076:SPC OH N - NF 115 091 42 32.6
MB3076:UTM 17 - NF 115 092 41 45.9
MB3076
MB3076|---------------------------------------------------------------------|
MB3076| Pid Reference Object Distance Geod. AZ |
MB3076| dddmmss.ss|
MB3076| MB3075 NF 115 APPROX. 0.5 KM 0922020.7 |
MB3076|---------------------------------------------------------------------|
MB3076
MB3076_STATION MARK IS A SURVEY DISK
MB3076_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3076_THE MARK IS STAMPED: NF-116
MB3076
MB3076 HISTORY - Year Condition Recov. By
MB3076 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3076 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3076
MB3076 STATION DESCRIPTION
MB3076
MB3076'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3076'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.0 MILES
MB3076'SOUTHWEST OF THE VILLAGE OF MACEDONIA.
MB3076'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND U.S.
MB3076'HIGHWAY 271 PROCEED SOUTH ALONG U.S. HIGHWAY 271 0.75 MILES TO ITS
MB3076'INTERSECTION WITH OLDE 8 ROAD. TURN RIGHT AND PROCEED NORTH ALONG
MB3076'OLDE 8 ROAD 0.09 MILES TO ITS INTERSECTION WITH HIGHLAND ROAD. TURN
MB3076'LEFT AND PROCEED WEST ALONG HIGHLAND ROAD 1.2 MILES TO THE STATION ON
MB3076'THE RIGHT.
MB3076'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3076'CONCRETE 6 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
MB3076'STAMPED NF-116. THE STATION IS 5.0 FEET SOUTH FROM A METAL WITNESS
MB3076'POST, 23.0 FEET SOUTHWEST FROM A FIRE HYDRANT, 14.0 FEET NORTH FROM
MB3076'THE CENTERLINE OF HIGHLAND ROAD, AND 29.0 FEET EAST FROM THE
MB3076'CENTERLINE OF PRIVATE DRIVE TO HOUSE NUMBER 521. THE STATION IS
MB3076'506.76 METERS FROM STATION NF-115.
|
|
|
|
|
|
|
|
|
|
|
|
2232033.75
|
593752.0
|
0101000020960E0000856A98B070074141CE65D5C4B01E2241
|
true
|
2004-10-27 11:37:00 -0400
|
false
|
41.292420525
|
-81.54096373611111111111
|
-81.5409637361111
|
41.2924205249999
|
2232033.37965137
|
593752.384440595
|
680325.134768007
|
180976.088729655
|
640
|
640
|
NF 118
|
MB3077
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 118
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2014 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
17
|
38.58088
|
N
|
81
|
29
|
18.02663
|
W
|
ADJUSTED
|
-34.0
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
181206.858
|
684730.34
|
0.99994692
|
+
|
0
|
39
|
52.6
|
|
MT
|
|
|
|
|
323.633
|
1061.785
|
ADJUST
|
|
1.61
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.0 MILES
NORTHWEST OF THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 0.09 MILES TO ITS
INTERSECTION WITH VALLEYVIEW ROAD. TURN LEFT AND PROCEED NORTH ALONG
VALLEYVIEW ROAD 3.67 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 6 INCHES BELOW GROUND AND STAMPED NF-118. THE STATION IS
14.0 FEET NORTHEAST FROM THE CENTERLINE OF VALLEYVIEW ROAD, 65.0 FEET
NORTHWEST FROM A PRIVATE DRIVE, 5.0 FEET SOUTHWEST FROM A METAL WITNES
POST, AND 35.0 FEET SOUTHEAST FROM A PRIVATE DRIVE (#8897). THE
STATION IS 356.28 METERS FROM STATION NF-119.
ALSO 13.5 FEET SOUTHWEST OF POLE #060 AND OPPOSITE TO DRIVE # 8906.
NEW ALLOTMENT AT THIS LOCATION. IN ROUND MONUMENT BOX WITH LID MARKED "WATER".
|
2023-02-02 00:00:00 -0500
|
SCE
|
Good
|
GOOD
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3077 ***********************************************************************
MB3077 DESIGNATION - NF 118
MB3077 PID - MB3077
MB3077 STATE/COUNTY- OH/SUMMIT
MB3077
MB3077 HORZ DATUM - NAD 83(1986)
MB3077 VERT DATUM - NAVD 88
MB3077
MB3077 POSITION - 41 17 38.58088(N) 081 29 18.02663(W) ADJUSTED
MB3077 83 minus 27 - +00.20000 -00.58647 NADCON
MB3077
MB3077 HEIGHT - 323.633 (meters) 1061.785 (feet) ADJUSTED
MB3077 ***********************************************************************
MB3077
MB3077 LAPLACE CORR- 1.61 DEFLEC90
MB3077 GEOID HEIGHT- -34.00 GEOID90
MB3077
MB3077
MB3077 HORZ ORDER - SECOND
MB3077 VERT ORDER - SECOND
MB3077
MB3077
MB3077.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB3077.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3077.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB3077.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3067.COSE 1992
MB3077
MB3077; North East Scale Converg.
MB3077;SPC OH N - 181,206.858 684,730.340 0.99994692 +0 39 52.6 MT
MB3077;UTM 17 - 4,571,515.253 459,112.801 0.99962057 -0 19 20.2 MT
MB3077
MB3077
MB3077
MB3077_STATION MARK IS A SURVEY DISK
MB3077_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3077_THE MARK IS STAMPED: NF-118
MB3077
MB3077 HISTORY - Year Condition Recov. By
MB3077 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3077 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3077
MB3077 STATION DESCRIPTION
MB3077
MB3077'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3077'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.0 MILES
MB3077'NORTHWEST OF THE VILLAGE OF HUDSON.
MB3077'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
MB3077'STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 0.09 MILES TO ITS
MB3077'INTERSECTION WITH VALLEYVIEW ROAD. TURN LEFT AND PROCEED NORTH ALONG
MB3077'VALLEYVIEW ROAD 3.67 MILES TO THE STATION ON THE RIGHT.
MB3077'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3077'CONCRETE 6 INCHES BELOW GROUND AND STAMPED NF-118. THE STATION IS
MB3077'14.0 FEET NORTHEAST FROM THE CENTERLINE OF VALLEYVIEW ROAD, 65.0 FEET
MB3077'NORTHWEST FROM A PRIVATE DRIVE, 5.0 FEET SOUTHWEST FROM A METAL WITNES
MB3077'POST, AND 35.0 FEET SOUTHEAST FROM A PRIVATE DRIVE. THE STATION IS
MB3077'356.28 METERS FROM STATION NF-119.
MB3077'ALSO 13.5 FEET SOUTHWEST OF POLE #060 OPPOSITE TO DRIVE # 8906.
|
|
|
|
|
|
|
|
|
|
|
|
2246485.75
|
594510.1875
|
0101000020960E00007D220D10AB23414171F4D0009B242241
|
true
|
2014-03-28 10:13:00 -0400
|
false
|
41.29405024444444444444
|
-81.48834073055555555555
|
-81.4883407305556
|
41.2940502444443
|
2246486.12540084
|
594509.501594199
|
684730.340482856
|
181206.858499613
|
641
|
641
|
NF 119
|
MB3078
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 119
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
27.71447
|
N
|
81
|
29
|
12.8362
|
W
|
ADJUSTED
|
-33.99
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
180873.073
|
684854.984
|
0.99994672
|
+
|
0
|
39
|
56.0
|
|
MT
|
|
|
|
|
317.235
|
1040.797
|
ADJUST
|
|
1.6
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.0 MILES
NORTHWEST OF THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 0.09 MILES TO ITS
INTERSECTION WITH VALLEYVIEW ROAD. TURN LEFT AND PROCEED NORTH ALONG
VALLEYVIEW ROAD 3.27 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE SET FLUSH WITH THE GROUND AND STAMPED NF-119. THE STATION IS
30.0 FEET SOUTHWEST FROM THE CENTERLINE OF VALLEYVIEW ROAD, 55.0 FEET
NORTHWEST FROM PRIVATE DRIVE TO MACEDONIA SERVICE DEPARTMENT NUMBER
9000, AND 30.5 FEET SW OF A HYDRANT.
THE STATION IS 356.28 METERS FROM STATION NF-118.
GOOD FOR GPS.
|
2023-02-02 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3078 ***********************************************************************
MB3078 DESIGNATION - NF 119
MB3078 PID - MB3078
MB3078 STATE/COUNTY- OH/SUMMIT
MB3078
MB3078 HORZ DATUM - NAD 83(1986)
MB3078 VERT DATUM - NAVD 88
MB3078
MB3078 POSITION - 41 17 27.71447(N) 081 29 12.83620(W) ADJUSTED
MB3078 83 minus 27 - +00.20012 -00.58704 NADCON
MB3078
MB3078 HEIGHT - 317.235 (meters) 1040.797 (feet) ADJUSTED
MB3078 ***********************************************************************
MB3078
MB3078 LAPLACE CORR- 1.60 DEFLEC90
MB3078 GEOID HEIGHT- -33.99 GEOID90
MB3078
MB3078
MB3078 HORZ ORDER - FIRST
MB3078 VERT ORDER - SECOND
MB3078
MB3078
MB3078.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3078.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3078.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3078.COSE 1992
MB3078
MB3078; North East Scale Converg.
MB3078;SPC OH N - 180,873.073 684,854.984 0.99994672 +0 39 56.0 MT
MB3078;UTM 17 - 4,571,179.480 459,231.638 0.99962045 -0 19 16.7 MT
MB3078
MB3078
MB3078
MB3078_STATION MARK IS A SURVEY DISK
MB3078_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3078_THE MARK IS STAMPED: NF-119
MB3078
MB3078 HISTORY - Year Condition Recov. By
MB3078 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3078 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3078
MB3078 STATION DESCRIPTION
MB3078
MB3078'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3078'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.0 MILES
MB3078'NORTHWEST OF THE VILLAGE OF HUDSON.
MB3078'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
MB3078'STATE ROUTE 91 PROCEED NORTH ALONG STATE ROUTE 91 0.09 MILES TO ITS
MB3078'INTERSECTION WITH VALLEYVIEW ROAD. TURN LEFT AND PROCEED NORTH ALONG
MB3078'VALLEYVIEW ROAD 3.27 MILES TO THE STATION ON THE LEFT.
MB3078'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3078'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED NF-119. THE STATION IS
MB3078'30.0 FEET SOUTHWEST FROM THE CENTERLINE OF VALLEYVIEW ROAD, 55.0 FEET
MB3078'NORTHWEST FROM PRIVATE DRIVE TO MACEDONIA SERVICE DEPARTMENT NUMBER
MB3078'9000, 2.5 FEET NORTHEAST FROM A METAL WITNESS POST, AND 14.0 FEET
MB3078'NORTHWEST FROM A SIGN. THE STATION IS 356.28 METERS FROM STATION
MB3078'NF-118.
|
|
|
|
|
|
|
|
|
|
|
|
2246894.75
|
593414.0625
|
0101000020960E00007C9FA68777244141D3CDBED00C1C2241
|
true
|
2011-01-14 08:58:00 -0500
|
false
|
41.29103179722222222222
|
-81.48689894444444444444
|
-81.4868989444444
|
41.2910317972221
|
2246895.05977243
|
593414.407705719
|
684854.983928604
|
180873.073214834
|
666
|
666
|
RI 102
|
MB3081
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 102
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 NOT RECOVERED COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW HISTORY 2016 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
13.47664
|
N
|
81
|
38
|
17.53658
|
W
|
ADJUSTED
|
-33.88
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
172894.516
|
672259.918
|
0.99994268
|
+
|
0
|
33
|
58.2
|
|
MT
|
|
|
|
|
377.384
|
1238.133
|
ADJUST
|
|
-0.27
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 11.84 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
HIGHWAY 271 PROCEED WEST ALONG U.S. HIGHWAY 271 0.85 MILES TO ITS
INTERSECTION WITH STATE ROUTE 176, BROADVIEW ROAD. TURN LEFT AND
PROCEED SOUTH ALONG BROADVIEW ROAD 0.21 MILES TO THE STATION ON THE
RIGHT IN THE SOUTHWEST CORNER OF THE INTERSECTION.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED RI-102. THE STATION IS
37.0 FEET SOUTH FROM THE CENTERLINE OF STATE ROUTE 176 AND 35.0 FEET
WEST FROM THE CENTERLINE OF BRECKSVILLE ROAD. THE STATION IS 723.84
METERS FROM STATION RI-106. 2005, 5.0 feet South of Back of Curb, 50.25 feet
NW of a Metal Support Pole, 69.85 feet NE of a Light Pole.
Additional References
4 feet NNE of the NE anchor bolt of signal pole, 6 feet NNW of the NE corner of concrete 'Traffic' access cover, 18.5 feet West of the back of the north-south curb, 0.6 feet west of metal witness post.
NOTE
A large steel signal pole has been placed 5 feet SSW of mark - significantly degrading the site for GPS observations.
|
2021-11-09 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3081 ***********************************************************************
MB3081 DESIGNATION - RI 102
MB3081 PID - MB3081
MB3081 STATE/COUNTY- OH/SUMMIT
MB3081
MB3081 HORZ DATUM - NAD 83(1986)
MB3081 VERT DATUM - NAVD 88
MB3081
MB3081 POSITION - 41 13 13.47664(N) 081 38 17.53658(W) ADJUSTED
MB3081 83 minus 27 - +00.19788 -00.55692 NADCON
MB3081
MB3081 HEIGHT - 377.384 (meters) 1238.133 (feet) ADJUSTED
MB3081 ***********************************************************************
MB3081
MB3081 LAPLACE CORR- -0.27 DEFLEC90
MB3081 GEOID HEIGHT- -33.88 GEOID90
MB3081
MB3081
MB3081 HORZ ORDER - FIRST
MB3081 VERT ORDER - SECOND
MB3081
MB3081
MB3081.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3081.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3081.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3081.COSE 1992
MB3081
MB3081; North East Scale Converg.
MB3081;SPC OH N - 172,894.516 672,259.918 0.99994268 +0 33 58.2 MT
MB3081;UTM 17 - 4,563,421.482 446,505.068 0.99963522 -0 25 14.0 MT
MB3081
MB3081: Primary Azimuth Mark Grid Az
MB3081:SPC OH N - RI 106 087 05 40.2
MB3081:UTM 17 - RI 106 088 04 52.4
MB3081
MB3081|---------------------------------------------------------------------|
MB3081| Pid Reference Object Distance Geod. AZ |
MB3081| dddmmss.ss|
MB3081| MB3082 RI 106 APPROX. 0.7 KM 0873938.4 |
MB3081|---------------------------------------------------------------------|
MB3081
MB3081_STATION MARK IS A SURVEY DISK
MB3081_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3081_THE MARK IS STAMPED: RI-102
MB3081
MB3081 HISTORY - Year Condition Recov. By
MB3081 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3081 HISTORY - 2000 GOOD COSE FIELD CREW
MB3081
MB3081 STATION DESCRIPTION
MB3081
MB3081'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3081'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 11.84 MILES
MB3081'NORTHWEST OF THE CITY OF AKRON.
MB3081'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
MB3081'HIGHWAY 271 PROCEED WEST ALONG U.S. HIGHWAY 271 0.85 MILES TO ITS
MB3081'INTERSECTION WITH STATE ROUTE 176, BROADVIEW ROAD. TURN LEFT AND
MB3081'PROCEED SOUTH ALONG BROADVIEW ROAD 0.21 MILES TO THE STATION ON THE
MB3081'RIGHT IN THE SOUTHWEST CORNER OF THE INTERSECTION.
MB3081'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3081'CONCRETE FLUSH WITH THE GROUND AND STAMPED RI-102. THE STATION IS
MB3081'37.0 FEET SOUTH FROM THE CENTERLINE OF STATE ROUTE 176 AND 35.0 FEET
MB3081'WEST FROM THE CENTERLINE OF BRECKSVILLE ROAD. THE STATION IS 723.84
MB3081'METERS FROM STATION RI-106.
|
|
|
|
|
|
|
|
|
|
|
|
2205572.25
|
567237.8125
|
0101000020960E00006E03B15FC2D3404106A4E12D8C4F2141
|
true
|
2011-09-14 04:49:00 -0400
|
false
|
41.22041017777777777778
|
-81.63820460555555555555
|
-81.6382046055556
|
41.2204101777776
|
2205572.74758952
|
567238.089612127
|
672259.917985121
|
172894.515502792
|
667
|
667
|
RI 106
|
MB3082
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 106
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 DISK NOT SECURE COSE FIELD CREW-2017 DISTURBED NO DISK COSE FIELD CREW - 2022 NO DISK
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
13
|
14.43318
|
N
|
81
|
37
|
46.48771
|
W
|
ADJUSTED
|
-33.88
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
172931.203
|
672982.763
|
0.99994269
|
+
|
0
|
34
|
18.6
|
|
MT
|
|
|
|
|
355.626
|
1166.75
|
ADJUST
|
|
-0.39
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 11.44 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
HIGHWAY 271 PROCEED WEST ALONG U.S. HIGHWAY 271 0.85 MILES TO ITS
INTERSECTION WITH STATE ROUTE 176, BROADVIEW ROAD. TURN LEFT AND
PROCEED SOUTH ALONG BROADVIEW ROAD 0.61 MILES TO THE STATION ON THE
LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE IN A MONUMENT BOX AND STAMPED RI-106. THE STATION IS IN THE DRIVE TO A MCDONALD'S RESTURANT, AND 33.8 FEET NORTH FROM THE CENTERLINE
OF STATE ROUTE 176. THE STATION IS 723.84 METERS FROM STATION RI-102.
2017-THERE IS NO DISK.
|
2017-09-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3082 ***********************************************************************
MB3082 DESIGNATION - RI 106
MB3082 PID - MB3082
MB3082 STATE/COUNTY- OH/SUMMIT
MB3082
MB3082 HORZ DATUM - NAD 83(1986)
MB3082 VERT DATUM - NAVD 88
MB3082
MB3082 POSITION - 41 13 14.43318(N) 081 37 46.48771(W) ADJUSTED
MB3082 83 minus 27 - +00.19813 -00.55890 NADCON
MB3082
MB3082 HEIGHT - 355.626 (meters) 1166.750 (feet) ADJUSTED
MB3082 ***********************************************************************
MB3082
MB3082 LAPLACE CORR- -0.39 DEFLEC90
MB3082 GEOID HEIGHT- -33.88 GEOID90
MB3082
MB3082
MB3082 HORZ ORDER - THIRD
MB3082 VERT ORDER - SECOND
MB3082
MB3082
MB3082.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3082.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3082.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3082.COSE 1992
MB3082
MB3082; North East Scale Converg.
MB3082;SPC OH N - 172,931.203 672,982.763 0.99994269 +0 34 18.6 MT
MB3082;UTM 17 - 4,563,445.709 447,228.215 0.99963427 -0 24 53.6 MT
MB3082
MB3082: Primary Azimuth Mark Grid Az
MB3082:SPC OH N - RI 102 267 05 40.2
MB3082:UTM 17 - RI 102 268 04 52.4
MB3082
MB3082|---------------------------------------------------------------------|
MB3082| Pid Reference Object Distance Geod. AZ |
MB3082| dddmmss.ss|
MB3082| MB3081 RI 102 APPROX. 0.7 KM 2673958.8 |
MB3082|---------------------------------------------------------------------|
MB3082
MB3082_STATION MARK IS A SURVEY DISK
MB3082_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3082_THE MARK IS STAMPED: RI-106
MB3082
MB3082 HISTORY - Year Condition Recov. By
MB3082 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3082 HISTORY - 2000 DISK NOT SECURE COSE FIELD CREW
MB3082
MB3082 STATION DESCRIPTION
MB3082
MB3082'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3082'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 11.44 MILES
MB3082'NORTHWEST OF THE CITY OF AKRON.
MB3082'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
MB3082'HIGHWAY 271 PROCEED WEST ALONG U.S. HIGHWAY 271 0.85 MILES TO ITS
MB3082'INTERSECTION WITH STATE ROUTE 176, BROADVIEW ROAD. TURN LEFT AND
MB3082'PROCEED SOUTH ALONG BROADVIEW ROAD 0.61 MILES TO THE STATION ON THE
MB3082'LEFT.
MB3082'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3082'CONCRETE FLUSH WITH THE GROUND AND STAMPED RI-106. THE STATION IS 5.0
MB3082'FEET SOUTH FROM A METAL WITNESS POST, 5.0 FEET NORTH FROM THE EDGE OF
MB3082'PAVEMENT OF STATE ROUTE 176, AND 33.8 FEET NORTH FROM THE CENTERLINE
MB3082'OF STATE ROUTE 176. THE STATION IS 723.84 METERS FROM STATION RI-102.
|
|
|
|
|
|
|
|
|
|
|
|
2207945.0
|
567358.6875
|
0101000020960E0000D0FD282464D84041BC127EE87C502141
|
true
|
2005-03-22 10:02:00 -0500
|
false
|
41.22067588333333333334
|
-81.62957991944444444445
|
-81.6295799194444
|
41.2206758833332
|
2207944.28250096
|
567358.454086862
|
672982.763271819
|
172931.202668065
|
670
|
670
|
RI 115
|
MB3085
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 115
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
51.78685
|
N
|
81
|
40
|
37.49892
|
W
|
ADJUSTED
|
-33.9
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
174044.762
|
668988.984
|
0.99994319
|
+
|
0
|
32
|
26.2
|
|
MT
|
|
|
|
|
325.149
|
1066.761
|
ADJUST
|
|
0.4
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.59 MILES
NORTHWEST OF THE VILLAGE OF RICHFIELD.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 21 PROCEED WEST ALONG U.S. HIGHWAY 271 0.85 MILES TO ITS
INTERSECTION WITH BROADVIEW ROAD, ROUTE 176. TURN RIGHT AND PROCEED
NORTH ALONG BROADVIEW ROAD 1.38 MILES TO ITS INTERSECTION WITH WEST
STREETSBORO ROAD 1.17 MILES TO ITS INTERSECTION WITH MEDINA LINE ROAD.
TURN LEFT AND PROCEED SOUTH ALONG MEDINA LINE ROAD 0.6 MILES TO THE
STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED RI-115. THE STATION IS
632.32 METERS FROM RI-116.
135.6 FEET NORTH OF # 3426 MEDINA LINE ROAD. 53 FEET NORTHWEST OF POWER POLE
30.8 FEET NORTH OF POLE # 6131018.
|
2018-09-05 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3085 ***********************************************************************
MB3085 DESIGNATION - RI 115
MB3085 PID - MB3085
MB3085 STATE/COUNTY- OH/SUMMIT
MB3085
MB3085 HORZ DATUM - NAD 83(1986)
MB3085 VERT DATUM - NAVD 88
MB3085
MB3085 POSITION - 41 13 51.78685(N) 081 40 37.49892(W) ADJUSTED
MB3085 83 minus 27 - +00.19673 -00.54821 NADCON
MB3085
MB3085 HEIGHT - 325.149 (meters) 1066.761 (feet) ADJUSTED
MB3085 ***********************************************************************
MB3085
MB3085 LAPLACE CORR- 0.40 DEFLEC90
MB3085 GEOID HEIGHT- -33.90 GEOID90
MB3085
MB3085
MB3085 HORZ ORDER - FIRST
MB3085 VERT ORDER - SECOND
MB3085
MB3085
MB3085.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3085.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3085.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3085.COSE 1992
MB3085
MB3085; North East Scale Converg.
MB3085;SPC OH N - 174,044.762 668,988.984 0.99994319 +0 32 26.2 MT
MB3085;UTM 17 - 4,564,627.521 443,255.422 0.99963963 -0 26 46.6 MT
MB3085
MB3085
MB3085
MB3085_STATION MARK IS A SURVEY DISK
MB3085_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3085_THE MARK IS STAMPED: RI-115
MB3085
MB3085 HISTORY - Year Condition Recov. By
MB3085 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3085 HISTORY - 2000 GOOD COSE FIELD CREW
MB3085
MB3085 STATION DESCRIPTION
MB3085
MB3085'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3085'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.59 MILES
MB3085'NORTHWEST OF THE VILLAGE OF RICHFIELD.
MB3085'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3085'STATE ROUTE 21 PROCEED WEST ALONG U.S. HIGHWAY 271 0.85 MILES TO ITS
MB3085'INTERSECTION WITH BROADVIEW ROAD, ROUTE 176. TURN RIGHT AND PROCEED
MB3085'NORTH ALONG BROADVIEW ROAD 1.38 MILES TO ITS INTERSECTION WITH WEST
MB3085'STREETSBORO ROAD 1.17 MILES TO ITS INTERSECTION WITH MEDINA LINE ROAD.
MB3085'TURN LEFT AND PROCEED SOUTH ALONG MEDINA LINE ROAD 0.6 MILES TO THE
MB3085'STATION ON THE RIGHT.
MB3085'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3085'CONCRETE FLUSH WITH THE GROUND AND STAMPED RI-115. THE STATION IS
MB3085'632.32 METERS FROM RI-116.
MB3085'135.6 FEET NORTH OF # 3426 MEDINA LINE ROAD. 53 FEET NORTHWEST OF POWER POLE
MB3085'30.8 FEET NORTH OF POLE # 6131018
|
|
|
|
|
|
|
|
|
|
|
|
2194840.5
|
571012.0
|
0101000020960E000052B7B3ADCCBE4041DE5731B6076D2141
|
true
|
2011-03-11 08:14:00 -0500
|
false
|
41.23105190277777777778
|
-81.67708303333333333334
|
-81.6770830333333
|
41.2310519027776
|
2194841.357047
|
571011.855845209
|
668988.983605892
|
174044.761751128
|
671
|
671
|
RI 116
|
MB3086
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 116
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
12.27605
|
N
|
81
|
40
|
36.68597
|
W
|
ADJUSTED
|
-33.91
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
174676.959
|
669001.949
|
0.99994348
|
+
|
0
|
32
|
26.8
|
|
MT
|
|
|
|
|
333.616
|
1094.54
|
ADJUST
|
|
0.43
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.59 MILES
NORTHWEST OF THE VILLAGE OF RICHFIELD.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 21 PROCEED WEST ALONG U.S. HIGHWAY 271 0.85 MILES TO ITS
INTERSECTION WITH BROADVIEW ROAD, ROUTE 176. TURN RIGHT AND PROCEED
NORTH ALONG BROADVIEW ROAD 1.38 MILES TO ITS INTERSECTION WITH WEST
STREETSBORO ROAD 1.17 MILES TO ITS INTERSECTION WITH MEDINA LINE ROAD.
TURN LEFT AND PROCEED SOUTH ALONG MEDINA LINE ROAD 0.2 MILES TO THE
STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 6 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
STAMPED RI-116. THE STATION IS 10.7 FEET EAST FROM THE CENTERLINE OF
MEDINA LINE ROAD, 42.5 FEET SOUTHWEST FROM POLE NUMBER RF-3381 6131
506, 75.0 FEET SOUTH FROM THE CENTERLINE OF PRIVATE DRIVE NUMBER 3665,
AND 11.0 FEET WEST FROM A WITNESS POST. THE STATION IS 632.32 METERS
FROM STATION RI-115.GOOD FOR GPS. UNDER PAVEMENT
|
2022-01-10 00:00:00 -0500
|
SCE
|
Good
|
Yes
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3086 ***********************************************************************
MB3086 DESIGNATION - RI 116
MB3086 PID - MB3086
MB3086 STATE/COUNTY- OH/SUMMIT
MB3086
MB3086 HORZ DATUM - NAD 83(1986)
MB3086 VERT DATUM - NAVD 88
MB3086
MB3086 POSITION - 41 14 12.27605(N) 081 40 36.68597(W) ADJUSTED
MB3086 83 minus 27 - +00.19672 -00.54836 NADCON
MB3086
MB3086 HEIGHT - 333.616 (meters) 1094.540 (feet) ADJUSTED
MB3086 ***********************************************************************
MB3086
MB3086 LAPLACE CORR- 0.43 DEFLEC90
MB3086 GEOID HEIGHT- -33.91 GEOID90
MB3086
MB3086
MB3086 HORZ ORDER - SECOND
MB3086 VERT ORDER - SECOND
MB3086
MB3086
MB3086.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB3086.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3086.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB3086.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3086.COSE 1992
MB3086
MB3086; North East Scale Converg.
MB3086;SPC OH N - 174,676.959 669,001.949 0.99994348 +0 32 26.8 MT
MB3086;UTM 17 - 4,565,259.210 443,279.267 0.99963959 -0 26 46.2 MT
MB3086
MB3086
MB3086
MB3086_STATION MARK IS A SURVEY DISK
MB3086_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3086_THE MARK IS STAMPED: RI-116
MB3086
MB3086 HISTORY - Year Condition Recov. By
MB3086 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3086 HISTORY - 2000 GOOD COSE FIELD CREW
MB3086
MB3086 STATION DESCRIPTION
MB3086
MB3086'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3086'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.59 MILES
MB3086'NORTHWEST OF THE VILLAGE OF RICHFIELD.
MB3086'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3086'STATE ROUTE 21 PROCEED WEST ALONG U.S. HIGHWAY 271 0.85 MILES TO ITS
MB3086'INTERSECTION WITH BROADVIEW ROAD, ROUTE 176. TURN RIGHT AND PROCEED
MB3086'NORTH ALONG BROADVIEW ROAD 1.38 MILES TO ITS INTERSECTION WITH WEST
MB3086'STREETSBORO ROAD 1.17 MILES TO ITS INTERSECTION WITH MEDINA LINE ROAD.
MB3086'TURN LEFT AND PROCEED SOUTH ALONG MEDINA LINE ROAD 0.2 MILES TO THE
MB3086'STATION ON THE LEFT.
MB3086'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3086'CONCRETE 6 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
MB3086'STAMPED RI-116. THE STATION IS 10.7 FEET EAST FROM THE CENTERLINE OF
MB3086'MEDINA LINE ROAD, 42.5 FEET SOUTHWEST FROM POLE NUMBER RF-3381 6131
MB3086'506, 75.0 FEET SOUTH FROM THE CENTERLINE OF PRIVATE DRIVE NUMBER 3665,
MB3086'AND 11.0 FEET WEST FROM A WITNESS POST. THE STATION IS 632.32 METERS
MB3086'FROM STATION RI-115.
|
|
|
|
|
|
|
|
|
|
|
|
2194884.0
|
573086.1875
|
0101000020960E000001889AF2E1BE4041190042FB3B7D2141
|
true
|
2011-03-08 09:32:00 -0500
|
false
|
41.23674334722222222222
|
-81.67685721388888888889
|
-81.6768572138889
|
41.2367433472221
|
2194883.89534092
|
573085.990737918
|
669001.94930381
|
174676.959330819
|
672
|
672
|
RI 117
|
MB3087
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 117
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2005 GOOD SCEHISTORY - 2011 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
46.81917
|
N
|
81
|
36
|
30.7337
|
W
|
ADJUSTED
|
-33.98
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
177649.562
|
674699.044
|
0.99994493
|
+
|
0
|
35
|
8.3
|
|
MT
|
|
|
|
|
353.071
|
1158.366
|
ADJUST
|
|
-0.84
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.98 MILES
NORTHEAST OF THE VILLAGE OF RICHFIELD.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND U.S.
HIGHWAY 271 PROCEED WEST ALONG U.S. HIGHWAY 80 1.27 MILES TO ITS
INTERSECTION WITH BLACK ROAD. TURN RIGHT AND PROCEED NORTH ALONG
BLACK ROAD 0.1 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
AND STAMPED RI-117. 119 FEET NORTH OF POWER POLE RF-3608,
101.0 FEET NORTHWEST OF A POWER POLE, 16.0 FEET WEST FROM THE
CENTERLINE OF BLACK ROAD, AND 60.0 FEET SOUTHWEST FROM POWER POLE
3171/030. IT IS NORTH AND OPPOSITE THE DRIVE TO 4981 BLACK RD. THE STATION IS 876.36 FROM STATION RI-118.
|
2018-08-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3087 ***********************************************************************
MB3087 DESIGNATION - RI 117
MB3087 PID - MB3087
MB3087 STATE/COUNTY- OH/SUMMIT
MB3087
MB3087 HORZ DATUM - NAD 83(1986)
MB3087 VERT DATUM - NAVD 88
MB3087
MB3087 POSITION - 41 15 46.81917(N) 081 36 30.73370(W) ADJUSTED
MB3087 83 minus 27 - +00.19811 -00.56316 NADCON
MB3087
MB3087 HEIGHT - 353.071 (meters) 1158.366 (feet) ADJUSTED
MB3087 ***********************************************************************
MB3087
MB3087 LAPLACE CORR- -0.84 DEFLEC90
MB3087 GEOID HEIGHT- -33.98 GEOID90
MB3087
MB3087
MB3087 HORZ ORDER - FIRST
MB3087 VERT ORDER - SECOND
MB3087
MB3087
MB3087.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3087.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3087.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3087.COSE 1992
MB3087
MB3087; North East Scale Converg.
MB3087;SPC OH N - 177,649.562 674,699.044 0.99994493 +0 35 08.3 MT
MB3087;UTM 17 - 4,568,132.353 449,024.947 0.99963198 -0 24 04.9 MT
MB3087
MB3087: Primary Azimuth Mark Grid Az
MB3087:SPC OH N - RI 118 178 06 36.2
MB3087:UTM 17 - RI 118 179 05 49.4
MB3087
MB3087|---------------------------------------------------------------------|
MB3087| Pid Reference Object Distance Geod. AZ |
MB3087| dddmmss.ss|
MB3087| MB3088 RI 118 APPROX. 0.9 KM 1784144.5 |
MB3087|---------------------------------------------------------------------|
MB3087
MB3087_STATION MARK IS A SURVEY DISK
MB3087_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3087_THE MARK IS STAMPED: RI-117
MB3087
MB3087 HISTORY - Year Condition Recov. By
MB3087 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3087 HISTORY - 2000 GOOD COSE FIELD CREW
MB3087
MB3087 STATION DESCRIPTION
MB3087
MB3087'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3087'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.98 MILES
MB3087'NORTHEAST OF THE VILLAGE OF RICHFIELD.
MB3087'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND U.S.
MB3087'HIGHWAY 271 PROCEED WEST ALONG U.S. HIGHWAY 80 1.27 MILES TO ITS
MB3087'INTERSECTION WITH BLACK ROAD. TURN RIGHT AND PROCEED NORTH ALONG
MB3087'BLACK ROAD 0.2 MILES TO THE STATION ON THE LEFT.
MB3087'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3087'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
MB3087'AND STAMPED RI-117. THE STATION IS 3.0 FEET EAST FROM A METAL WITNESS
MB3087'POST, 101.0 FEET NORTHWEST POWER POLE, 16.0 FEET WEST FROM THE
MB3087'CENTERLINE OF BLACK ROAD, AND 60.0 FEET SOUTHWEST FROM POWER POLE. THE
MB3087'STATION IS 876.36 FROM STATION RI-118.
|
|
|
|
|
|
|
|
|
|
|
|
2213575.5
|
582838.25
|
0101000020960E0000785DA28E63E34041D2205B366DC92141
|
true
|
2011-03-08 09:31:00 -0500
|
false
|
41.263005325
|
-81.60853713888888888889
|
-81.6085371388889
|
41.2630053249998
|
2213575.11432999
|
582838.606164003
|
674699.044245869
|
177649.562457894
|
674
|
674
|
U 61
|
MB1165
|
OH
|
Summit
|
|
|
|
|
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
5
|
36.0
|
N
|
81
|
27
|
58.0
|
W
|
SCALED
|
-33.64
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
317.369
|
1041.23
|
ADJUST
|
|
|
|
|
|
|
|
980175.7
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
ABOUT 1.5 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM ITS
OVERPASS OVER THE BALTIMORE AND OHIO RAILROAD AT EAST AKRON
JUNCTION, NEAR THE CROSSING OF BRITTAIN ROAD, 114 FEET NORTHEAST
OF THE CENTER OF THE CROSSING OF THE NORTH TRACK AND BRITTAIN
ROAD, 92 FEET EAST OF THE CENTER LINE OF BRITTAIN ROAD, 40 1/2
FEET NORTHEAST OF MILEPOST S 199, 37 FEET NORTH OF THE NORTH
RAIL, 69 FEET NORTHEAST OF SIGNAL NO. 611-1, 2 FEET ABOVE THE
LEVEL OF THE RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING
3 INCHES ABOVE THE LEVEL OF THE GROUND.
|
2017-09-26 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1165 ***********************************************************************
MB1165 DESIGNATION - U 61
MB1165 PID - MB1165
MB1165 STATE/COUNTY- OH/SUMMIT
MB1165
MB1165 HORZ DATUM - NAD 83(1986)
MB1165 VERT DATUM - NAVD 88
MB1165
MB1165 POSITION - 41 05 36. (N) 081 27 58. (W) SCALED
MB1165 83 minus 27 - +00. -01. SCALED
MB1165
MB1165 HEIGHT - 317.369 (meters) 1041.23 (feet) ADJUST
MB1165 88 minus 29 -0.20 ADJ UNCHK
MB1165 ***********************************************************************
MB1165
MB1165 GEOID HEIGHT- -33.64 GEOID90
MB1165 MODELED GRAV- 980,175.7 NAVD88
MB1165
MB1165
MB1165 VERT ORDER - SECOND CLASS 0
MB1165
MB1165
MB1165.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1165.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1165.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1165
MB1165
MB1165
MB1165
MB1165_STATION MARK IS A BENCH MARK DISK
MB1165_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1165_THE MARK IS STAMPED: 1041.835 U 61 1934
MB1165
MB1165 HISTORY - Year Condition Recov. By
MB1165 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1165 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1165
MB1165 STATION DESCRIPTION
MB1165
MB1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1165'ABOUT 1.5 MILES NORTHEAST ALONG THE ERIE RAILROAD FROM ITS
MB1165'OVERPASS OVER THE BALTIMORE AND OHIO RAILROAD AT EAST AKRON
MB1165'JUNCTION, NEAR THE CROSSING OF BRITTAIN ROAD, 114 FEET NORTHEAST
MB1165'OF THE CENTER OF THE CROSSING OF THE NORTH TRACK AND BRITTAIN
MB1165'ROAD, 92 FEET EAST OF THE CENTER LINE OF BRITTAIN ROAD, 40 1/2
MB1165'FEET NORTHEAST OF MILEPOST S 199, 37 FEET NORTH OF THE NORTH
MB1165'RAIL, 69 FEET NORTHEAST OF SIGNAL NO. 611-1, 2 FEET ABOVE THE
MB1165'LEVEL OF THE RAIL, SET IN THE TOP OF A CONCRETE POST PROJECTING
MB1165'3 INCHES ABOVE THE LEVEL OF THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2253461.25
|
521457.28125
|
0101000020960E000057C15A854A314141D38579DBC3D31F41
|
true
|
2012-04-26 10:12:00 -0400
|
false
|
41.09333333333333333333
|
-81.46611111111111111111
|
-81.4661111111111
|
41.0933333333332
|
2253461.04183213
|
521456.96433076
|
686856.299263031
|
158940.400608801
|
677
|
677
|
RI 118
|
MB3088
|
OH
|
Summit
|
WEST RICHFIELD
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
RI 118
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
15
|
18.42042
|
N
|
81
|
36
|
29.87689
|
W
|
ADJUSTED
|
-33.96
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992.
|
OH N
|
176773.768
|
674727.943
|
0.99994447
|
+
|
0
|
35
|
8.9
|
|
MT
|
|
|
|
|
354.693
|
1163.69
|
ADJUST
|
|
-0.88
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.98 MILES
NORTHEAST OF THE VILLAGE OF RICHFIELD.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND U.S.
HIGHWAY 271 PROCEED WEST ALONG U.S. HIGHWAY 80 1.27 MILES TO ITS
INTERSECTION WITH BLACK ROAD. TURN LEFT AND PROCEED SOUTH ALONG BLACK
ROAD 0.6 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
AND STAMPED RI-118. THE STATION IS 15.0 FEET EAST FROM THE CENTERLINE
OF BLACK ROAD, 91.0 FEET SOUTH FROM THE CENTERLINE OF PRIVATE DRIVE
HOUSE NUMBER 4731, 73.5 FEET SOUTHWEST FROM POWER POLE NUMBER 3171017,
AND 3.0 FEET NORTH FROM A METAL WITNESS POST. THE STATION IS 876.36
METERS FROM STATION RI-117.
|
2019-07-17 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3088 ***********************************************************************
MB3088 DESIGNATION - RI 118
MB3088 PID - MB3088
MB3088 STATE/COUNTY- OH/SUMMIT
MB3088
MB3088 HORZ DATUM - NAD 83(1986)
MB3088 VERT DATUM - NAVD 88
MB3088
MB3088 POSITION - 41 15 18.42042(N) 081 36 29.87689(W) ADJUSTED
MB3088 83 minus 27 - +00.19849 -00.56387 NADCON
MB3088
MB3088 HEIGHT - 354.693 (meters) 1163.690 (feet) ADJUSTED
MB3088 ***********************************************************************
MB3088
MB3088 LAPLACE CORR- -0.88 DEFLEC90
MB3088 GEOID HEIGHT- -33.96 GEOID90
MB3088
MB3088
MB3088 HORZ ORDER - THIRD
MB3088 VERT ORDER - SECOND
MB3088
MB3088
MB3088.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3088.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3088.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3088.COSE 1992.
MB3088
MB3088; North East Scale Converg.
MB3088;SPC OH N - 176,773.768 674,727.943 0.99994447 +0 35 08.9 MT
MB3088;UTM 17 - 4,567,256.464 449,038.752 0.99963196 -0 24 04.1 MT
MB3088
MB3088: Primary Azimuth Mark Grid Az
MB3088:SPC OH N - RI 117 358 06 36.2
MB3088:UTM 17 - RI 117 359 05 49.2
MB3088
MB3088|---------------------------------------------------------------------|
MB3088| Pid Reference Object Distance Geod. AZ |
MB3088| dddmmss.ss|
MB3088| MB3087 RI 117 APPROX. 0.9 KM 3584145.1 |
MB3088|---------------------------------------------------------------------|
MB3088
MB3088_STATION MARK IS A SURVEY DISK
MB3088_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3088_THE MARK IS STAMPED: RI-118
MB3088
MB3088 HISTORY - Year Condition Recov. By
MB3088 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3088 HISTORY - 2000 GOOD COSE FIELD CREW
MB3088
MB3088 STATION DESCRIPTION
MB3088
MB3088'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3088'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 3.98 MILES
MB3088'NORTHEAST OF THE VILLAGE OF RICHFIELD.
MB3088'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND U.S.
MB3088'HIGHWAY 271 PROCEED WEST ALONG U.S. HIGHWAY 80 1.27 MILES TO ITS
MB3088'INTERSECTION WITH BLACK ROAD. TURN LEFT AND PROCEED SOUTH ALONG BLACK
MB3088'ROAD 0.6 MILES TO THE STATION ON THE LEFT.
MB3088'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3088'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
MB3088'AND STAMPED RI-118. THE STATION IS 15.0 FEET EAST FROM THE CENTERLINE
MB3088'OF BLACK ROAD, 91.0 FEET SOUTH FROM THE CENTERLINE OF PRIVATE DRIVE
MB3088'HOUSE NUMBER 4731, 73.5 FEET SOUTHWEST FROM POWER POLE NUMBER 3171017,
MB3088'AND 3.0 FEET NORTH FROM A METAL WITNESS POST. THE STATION IS 876.36
MB3088'METERS FROM STATION RI-117.
|
|
|
|
|
|
|
|
|
|
|
|
2213670.0
|
579964.8125
|
0101000020960E00004A71BCF692E340410850EE89FAB22141
|
true
|
2011-01-26 02:29:00 -0500
|
false
|
41.25511678333333333333
|
-81.60829913611111111111
|
-81.6082991361111
|
41.2551167833332
|
2213669.92762581
|
579965.269396306
|
674727.943396233
|
176773.767659512
|
691
|
691
|
S 61
|
MB1159
|
OH
|
Summit
|
|
USCGS
|
1933-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
1131.799 S 61 1934
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1964 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 2013 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
7
|
6.0
|
N
|
81
|
25
|
36.0
|
W
|
SCALED
|
-33.68
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
344.803
|
1131.24
|
ADJUST
|
|
|
|
|
|
|
|
980175.1
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
ABOUT 1.0 MILE NORTHEAST ALONG THE ERIE RAILROAD FROM THE
STATION AT TALLMADGE, NEAR THE CROSSING OF EAST HOWE ROAD, 322
FEET SOUTHWEST OF MILEPOST S 196, 98 FEET NORTHWEST OF THE CENTER
LINE OF EAST HOWE ROAD, 39 FEET NORTHWEST OF THE NORTHWEST RAIL
OF MAIN TRACK, 2 FEET NORTHEAST OF A CHAIN-LINK RIGHT-OF-WAY FENCE, 2 FEET
BELOW THE LEVEL OF TOP OF RAIL, SET IN THE TOP OF A CONCRETE POST
PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
58 FEET NORTH OF RW FENCE CORNER.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2016-10-17 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1159 ***********************************************************************
MB1159 DESIGNATION - S 61
MB1159 PID - MB1159
MB1159 STATE/COUNTY- OH/SUMMIT
MB1159
MB1159 HORZ DATUM - NAD 83(1986)
MB1159 VERT DATUM - NAVD 88
MB1159
MB1159 POSITION - 41 07 06. (N) 081 25 36. (W) SCALED
MB1159 83 minus 27 - +00. -01. SCALED
MB1159
MB1159 HEIGHT - 344.803 (meters) 1131.24 (feet) ADJUST
MB1159 88 minus 29 -0.19 ADJ UNCHK
MB1159 ***********************************************************************
MB1159
MB1159 GEOID HEIGHT- -33.68 GEOID90
MB1159 MODELED GRAV- 980,175.1 NAVD88
MB1159
MB1159
MB1159 VERT ORDER - SECOND CLASS 0
MB1159
MB1159
MB1159.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1159.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1159.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1159
MB1159
MB1159
MB1159
MB1159_STATION MARK IS A BENCH MARK DISK
MB1159_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1159_THE MARK IS STAMPED: 1131.799 S 61 1934
MB1159
MB1159 HISTORY - Year Condition Recov. By
MB1159 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1159 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1159 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1159
MB1159 STATION DESCRIPTION
MB1159
MB1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1159'ABOUT 1.0 MILE NORTHEAST ALONG THE ERIE RAILROAD FROM THE
MB1159'STATION AT TALLMADGE, NEAR THE CROSSING OF EAST HOWE ROAD, 322
MB1159'FEET SOUTHWEST OF MILEPOST S 196, 98 FEET NORTHEAST OF THE CENTER
MB1159'LINE OF EAST HOWE ROAD, 39 FEET NORTHWEST OF THE NORTHWEST RAIL
MB1159'OF MAIN TRACK, 2 FEET NORTHWEST OF A RIGHT-OF-WAY FENCE, 2 FEET
MB1159'BELOW THE LEVEL OF TOP OF RAIL, SET IN THE TOP OF A CONCRETE POST
MB1159'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
MB1159
MB1159 STATION RECOVERY (1989)
MB1159
MB1159'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1159'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2264220.25
|
530695.4375
|
0101000020960E00005B40470E4E464141D4E02AEC0F322041
|
true
|
2013-04-01 10:45:00 -0400
|
false
|
41.11833333333333333334
|
-81.42666666666666666667
|
-81.4266666666667
|
41.1183333333332
|
2264220.11154942
|
530695.961264635
|
690135.670271604
|
161756.452506349
|
725
|
725
|
T 61
|
MB1160
|
OH
|
Summit
|
|
USCGS
|
1933-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
1121.477 T 61 1934
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
HISTORY - 2014 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
21.0
|
N
|
81
|
26
|
1.0
|
W
|
SCALED
|
-33.66
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
341.656
|
1120.92
|
ADJUST
|
|
|
|
|
|
|
|
980174.4
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
AT TALLMADGE, ALONG THE ERIE RAILROAD, 236 FEET NORTHEAST OF
THE NORTHEAST CORNER OF THE ERIE RAILROAD STATION, 199 FEET
SOUTHWEST AND ACROSS TRACK AND STATE HIGHWAY 261 FROM SIGNAL
609-2, 83 FEET NORTHEAST OF MILEPOST S 197, 30 FEET SOUTHEAST OF
THE CENTER LINE OF STATE HIGHWAY 261, 6 FEET EAST OF CABLE LINE
POLE NO. 88320, 13.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF MAIN
TRACK, ABOUT 0.45 MILE NORTHEAST OF THE TRAFFIC CIRCLE AT
TALLMADGE, ABOUT LEVEL WITH THE TOP OF RAIL, SET IN THE TOP OF
A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
GROUND.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2014-04-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1160 ***********************************************************************
MB1160 DESIGNATION - T 61
MB1160 PID - MB1160
MB1160 STATE/COUNTY- OH/SUMMIT
MB1160
MB1160 HORZ DATUM - NAD 83(1986)
MB1160 VERT DATUM - NAVD 88
MB1160
MB1160 POSITION - 41 06 21. (N) 081 26 01. (W) SCALED
MB1160 83 minus 27 - +00. -01. SCALED
MB1160
MB1160 HEIGHT - 341.656 (meters) 1120.92 (feet) ADJUST
MB1160 88 minus 29 -0.20 ADJ UNCHK
MB1160 ***********************************************************************
MB1160
MB1160 GEOID HEIGHT- -33.66 GEOID90
MB1160 MODELED GRAV- 980,174.4 NAVD88
MB1160
MB1160
MB1160 VERT ORDER - SECOND CLASS 0
MB1160
MB1160
MB1160.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1160.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1160.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1160
MB1160
MB1160
MB1160
MB1160_STATION MARK IS A BENCH MARK DISK
MB1160_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB1160_THE MARK IS STAMPED: 1121.477 T 61 1934
MB1160
MB1160 HISTORY - Year Condition Recov. By
MB1160 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1160 HISTORY - 1964 GOOD NATIONAL GEODETIC SURVEY
MB1160 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1160
MB1160 STATION DESCRIPTION
MB1160
MB1160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
MB1160'AT TALLMADGE, ALONG THE ERIE RAILROAD, 236 FEET NORTHEAST OF
MB1160'THE NORTHEAST CORNER OF THE ERIE RAILROAD STATION, 199 FEET
MB1160'SOUTHWEST AND ACROSS TRACK AND STATE HIGHWAY 261 FROM SIGNAL
MB1160'609-2, 83 FEET NORTHEAST OF MILEPOST S 197, 30 FEET SOUTHEAST OF
MB1160'THE CENTER LINE OF STATE HIGHWAY 261, 6 FEET EAST OF CABLE LINE
MB1160'POLE NO. 88320, 13.5 FEET NORTHWEST OF THE NORTHWEST RAIL OF MAIN
MB1160'TRACK, ABOUT 0.45 MILE NORTHEAST OF THE TRAFFIC CIRCLE AT
MB1160'TALLMADGE, ABOUT LEVEL WITH THE TOP OF RAIL, SET IN THE TOP OF
MB1160'A CONCRETE POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
MB1160'GROUND.
MB1160
MB1160 STATION RECOVERY (1989)
MB1160
MB1160'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1160'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2262363.25
|
526119.25
|
0101000020960E00007C2E334BAD4241414114654D4D0E2041
|
true
|
2014-04-17 10:08:00 -0400
|
false
|
41.10583333333333333333
|
-81.43361111111111111111
|
-81.4336111111111
|
41.1058333333332
|
2262362.58749944
|
526118.651161797
|
689569.49580882
|
160361.28559667
|
744
|
744
|
U 177
|
KY1743
|
OH
|
Summit
|
|
USCGS
|
1953-12-31 00:00:00 -0500
|
DISK
|
U 177 1954
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1967 GOOD NATIONAL GEODETIC SURVEYHISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2013 NOT RECOVERED COSE SURVEY FIELD CREW HISTORY 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
20.70742
|
N
|
81
|
38
|
25.7678
|
W
|
ADJUSTED
|
-33.36
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
139802.681
|
672394.324
|
0.99994234
|
+
|
0
|
33
|
52.8
|
|
MT
|
|
|
|
|
292.898
|
960.95
|
ADJUST
|
|
-0.85
|
DEFLEC90
|
|
|
|
|
980172.3
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
AT WARWICK, 0.15 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM
THE SWITCH TOWER, IN SECTION 31, R 10 W, T 2 N, 80 FEET SOUTHWEST
OF THE CENTER OF THE CROSSING OF SECOND AVENUE SOUTH AND THE
EASTBOUND MAIN TRACK, 47 FEET WEST OF THE CENTER OF THE JUNCTION
OF SECOND AVE SOUTH AND SOUTH DIVISION STREET, 59 FEET NORTHEAST
OF THE EAST CORNER OF A CONCRETE BASE FOR SIGNAL, 49.7 FEET
SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 16 FEET SOUTHEAST
OF THE SOUTHEAST RAIL OF THE CONNECTING TRACK, 1.1 FEET EAST OF
A METAL WITNESS POST, ABOUT LEVEL WITH THE STREET AND SET IN THE
TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE
GROUND.
DESCRIBED BY COSE 2000-MOST TIES ARE NO LONGER THERE. DID FIND
BASE OF SIGN POST IN CONC.
|
2015-08-06 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1743 ***********************************************************************
KY1743 DESIGNATION - U 177
KY1743 PID - KY1743
KY1743 STATE/COUNTY- OH/SUMMIT
KY1743
KY1743 HORZ DATUM - NAD 83(1986)
KY1743 VERT DATUM - NAVD 88
KY1743
KY1743 POSITION - 40 55 20.70742(N) 081 38 25.76780(W) ADJUSTED
KY1743 83 minus 27 - +00.20021 -00.54997 NADCON
KY1743
KY1743 HEIGHT - 292.898 (meters) 960.95 (feet) ADJUST
KY1743 88 minus 29 -0.20 ADJ UNCHK
KY1743 ***********************************************************************
KY1743
KY1743 LAPLACE CORR- -0.85 DEFLEC90
KY1743 GEOID HEIGHT- -33.36 GEOID90
KY1743 MODELED GRAV- 980,172.3 NAVD88
KY1743
KY1743
KY1743 HORZ ORDER - FIRST
KY1743 VERT ORDER - SECOND CLASS 0
KY1743
KY1743
KY1743.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
KY1743.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1987
KY1743.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1743.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1743
KY1743; North East Scale Converg.
KY1743;SPC OH N - 139,802.681 672,394.324 0.99994234 +0 33 52.8 MT
KY1743;UTM 17 - 4,530,342.315 446,070.448 0.99963580 -0 25 10.4 MT
KY1743
KY1743
KY1743
KY1743_STATION MARK IS A BENCH MARK DISK
KY1743_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
KY1743_THE MARK IS STAMPED: U 177 1954
KY1743
KY1743 HISTORY - Year Condition Recov. By
KY1743 HISTORY - 1954 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY1743 HISTORY - 1967 GOOD NATIONAL GEODETIC SURVEY
KY1743 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
KY1743
KY1743 STATION DESCRIPTION
KY1743
KY1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
KY1743'AT WARWICK, 0.15 MILE EAST ALONG THE PENNSYLVANIA RAILROAD FROM
KY1743'THE SWITCH TOWER, IN SECTION 31, R 10 W, T 2 N, 80 FEET SOUTHWEST
KY1743'OF THE CENTER OF THE CROSSING OF SECOND AVENUE SOUTH AND THE
KY1743'EASTBOUND MAIN TRACK, 47 FEET WEST OF THE CENTER OF THE JUNCTION
KY1743'OF SECOND AVE SOUTH AND SOUTH DIVISION STREET, 59 FEET NORTHEAST
KY1743'OF THE EAST CORNER OF A CONCRETE BASE FOR SIGNAL, 49.7 FEET
KY1743'SOUTH OF THE SOUTH RAIL OF THE EASTBOUND TRACK, 16 FEET SOUTHEAST
KY1743'OF THE SOUTHEAST RAIL OF THE CONNECTING TRACK, 1.1 FEET EAST OF
KY1743'A METAL WITNESS POST, ABOUT LEVEL WITH THE STREET AND SET IN THE
KY1743'TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE LEVEL OF THE
KY1743'GROUND.
KY1743
KY1743'DESCRIBED BY COSE 2000 MOST TIES ARE NO LONGER THERE.
|
|
|
|
|
|
|
|
|
|
|
|
2206014.75
|
458669.9375
|
0101000020960E000026FF34DB9ED440412C9A822EB5FE1B41
|
true
|
2013-08-23 03:12:00 -0400
|
false
|
40.92241872777777777778
|
-81.64049105555555555555
|
-81.6404910555555
|
40.9224187277776
|
2206013.71255483
|
458669.295420083
|
672394.324375361
|
139802.680849384
|
748
|
748
|
NH 101
|
CE0537
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NH 101
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSE CREWHISTORY - 2004 GOOD COSE CREWHISTORY - 2011 GOOD COSE CREW HISTORY 2016 GOOD SCE 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
4.92202
|
N
|
81
|
33
|
58.15337
|
W
|
ADJUSTED
|
-33.71
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
170842.079
|
678323.67
|
0.9999418
|
+
|
0
|
36
|
48.5
|
|
MT
|
C
|
|
|
|
220.243
|
722.581
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG AKRON-PENINSULA ROAD 149' NORTH OF
BOLANZ ROAD 19.5' WEST OF CENTERLINE OF PAVEMENT OF AKRON-PENINSULA
ROAD 2.3' EAST OF A METAL WITNESS POST AND 94.5' NORTHWEST OF A
POWER POLE #082. PROTECTED BY A SEVEN INCH ROUND IRON BOX.
GOOD FOR GPS.
|
2019-07-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0537 ***********************************************************************
CE0537 DESIGNATION - NH-101
CE0537 PID - CE0537
CE0537 STATE/COUNTY- OH/SUMMIT
CE0537 USGS QUAD -
CE0537
CE0537 HORZ DATUM - NAD 83(1986)
CE0537 VERT DATUM - NAVD 88
CE0537
CE0537 POSITION - 41 12 04.92202(N) 081 33 58.15337(W) ADJUSTED
CE0537 83 minus 27 -
CE0537
CE0537 HEIGHT - 220.243 (meters) 722.581 (feet) ADJUSTED
CE0537 88 minus 29 -
CE0537 ***********************************************************************
CE0537 LAPLACE CORR-
CE0537 GEOID HEIGHT- -33.715
CE0537
CE0537 HORZ ORDER - FIRST
CE0537 VERT ORDER - SECOND
CE0537
CE0537.The horizontal coordinates were established by GPS observations
CE0537.and adjusted by Woolpert in March 1997.
CE0537
CE0537.The orthometric height was determined by differential leveling COSE 1990.
CE0537
CE0537
CE0537.The geoid height was determined by GEOID93.
CE0537
CE0537; North East Scale Converg.
CE0537;SPC OH N - 170842.079 678323.670 0.99994180 +0 36 48.56 MT
CE0537;SPC OH N - 560504.388 2225466.907 US SURVEY FEET
CE0537
CE0537_STATION MARK IS A SURVEY DISK
CE0537_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0537_THE MARK IS STAMPED: NH-101
CE0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0537+STABILITY: SURFACE MOTION
CE0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0537+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0537
CE0537 HISTORY - Year Condition Recov. By
CE0537 HISTORY - 1996 - GOOD COSE
CE0537 STATION DESCRIPTION
CE0537
CE0537'DESCRIBED BY COSE
CE0537'THE STATION IS LOCATED ALONG AKRON-PENINSULA ROAD 149' NORTH OF
CE0537'BOLANZ ROAD 19.5' WEST OF CENTERLINE OF PAVEMENT OF AKRON-PENINSULA
CE0537'ROAD 2.3' EAST OF A METAL WITNESS POST AND 94.5' NORTHWEST OF A
CE0537'POWER POLE #082. PROTECTED BY A SEVEN INCH ROUND IRON BOX.
CE0537
|
|
|
|
|
|
|
|
|
|
|
|
2225466.75
|
560504.0625
|
0101000020960E00004DDD53749DFA40410DBEFBC5F01A2141
|
true
|
2011-04-04 06:41:00 -0400
|
false
|
41.20136722777777777778
|
-81.56615371388888888889
|
-81.5661537138889
|
41.2013672277776
|
2225466.90880934
|
560504.386686267
|
678323.670452428
|
170842.078746114
|
757
|
757
|
V 61
|
MB1169
|
OH
|
Summit
|
|
|
|
DISK
|
V 61
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1954 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1983 GOOD NATIONAL GEODETIC SURVEYHISTORY - 1989 GOOD UNITED STATES POWER SQUADRONHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
3.0
|
N
|
81
|
29
|
14.0
|
W
|
SCALED
|
-33.63
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELINGAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
299.498
|
982.6
|
ADJUST
|
|
|
|
|
|
|
|
980176.3
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
AT EAST AKRON JUNCTION, ABOUT 325 YARDS EAST OF CENTER OF
CROSSING OF THE ERIE RAILROAD(ABANDON) AND NORTH ARLINGTON STREET, AT
THE ERIE RAILROAD BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD,
IN THE TOP OF THE NORTH END OF WEST ABUTMENT, 7.5 FEET NORTH OF
NORTH RAIL OF NORTH TRACK, 1.5 FEET SOUTH OF NORTH END OF
ABUTMENT AND ABOUT 2 FEET BELOW THE LEVEL OF TRACK.
RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
RECOVERED AS DESCRIBED.
RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
RECOVERED IN GOOD CONDITION
|
2017-10-05 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1169 ***********************************************************************
MB1169 DESIGNATION - V 61
MB1169 PID - MB1169
MB1169 STATE/COUNTY- OH/SUMMIT
MB1169
MB1169 HORZ DATUM - NAD 83(1986)
MB1169 VERT DATUM - NAVD 88
MB1169
MB1169 POSITION - 41 05 03. (N) 081 29 14. (W) SCALED
MB1169 83 minus 27 - +00. -01. SCALED
MB1169
MB1169 HEIGHT - 299.498 (meters) 982.60 (feet) ADJUST
MB1169 88 minus 29 -0.198 ADJUSTED
MB1169 ***********************************************************************
MB1169
MB1169 GEOID HEIGHT- -33.63 GEOID90
MB1169 MODELED GRAV- 980,176.3 NAVD88
MB1169
MB1169
MB1169 VERT ORDER - SECOND CLASS 0
MB1169
MB1169
MB1169.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1169.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
MB1169.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
MB1169
MB1169
MB1169
MB1169
MB1169_STATION MARK IS A BENCH MARK DISK
MB1169_WITH SETTING: SET IN A MASSIVE STRUCTURE
MB1169_THE MARK IS STAMPED: 983.249 V 61 1934
MB1169
MB1169 HISTORY - Year Condition Recov. By
MB1169 HISTORY - 1934 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB1169 HISTORY - 1954 GOOD NATIONAL GEODETIC SURVEY
MB1169 HISTORY - 1983 GOOD NATIONAL GEODETIC SURVEY
MB1169 HISTORY - 1989 GOOD UNITED STATES POWER SQUADRON
MB1169
MB1169 STATION DESCRIPTION
MB1169
MB1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
MB1169'AT EAST AKRON JUNCTION, ABOUT 325 YARDS EAST OF CENTER OF
MB1169'CROSSING OF THE ERIE RAILROAD AND NORTH ARLINGTON STREET, AT
MB1169'THE ERIE RAILROAD BRIDGE OVER THE BALTIMORE AND OHIO RAILROAD,
MB1169'IN THE TOP OF THE NORTH END OF WEST ABUTMENT, 7.5 FEET NORTH OF
MB1169'NORTH RAIL OF NORTH TRACK, 1.5 FEET SOUTH OF NORTH END OF
MB1169'ABUTMENT AND ABOUT 2 FEET BELOW THE LEVEL OF TRACK.
MB1169
MB1169 STATION RECOVERY (1983)
MB1169
MB1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
MB1169'RECOVERED AS DESCRIBED.
MB1169
MB1169 STATION RECOVERY (1989)
MB1169
MB1169'RECOVERY NOTE BY UNITED STATES POWER SQUADRON 1989 (KM )
MB1169'RECOVERED IN GOOD CONDITION
|
|
|
|
|
|
|
|
|
|
|
|
2247681.75
|
518049.5
|
0101000020960E0000F3B02FB7002641411FD966CB849E1F41
|
true
|
2013-07-30 10:09:00 -0400
|
false
|
41.08416666666666666666
|
-81.48722222222222222222
|
-81.4872222222222
|
41.0841666666665
|
2247681.43114292
|
518049.198634522
|
685094.670401703
|
157901.711547208
|
762
|
762
|
W 286
|
KY1901
|
OH
|
Summit
|
|
USCGS
|
1958-12-31 19:00:00 -0500
|
DISK
|
W 286 1959
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1959 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
54
|
58.0
|
N
|
81
|
38
|
38.0
|
W
|
SCALED
|
-33.35
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
287.901
|
944.56
|
ADJUST
|
|
|
|
|
|
|
|
980172.2
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1959
ABOUT 0.35 MILE SOUTHEAST ALONT THE BALTIMORE AND OHIO RAILROAD
FROM THE CONTROL TOWER AT WARWICK, THENCE ABOUT 0.2 MILE
SOUTHWEST ALONG N. LAWRENCE ROAD, ABOUT 0.3 MILE NORTHEAST OF THE
JUNCTION OF WAYNE-SUMMIT COUNTY LINE, 57 YARDS NORTHEAST OF THE
INTERSECTION OF CANAL FULTON ROAD, 12 1/2 FEET NORTHWEST OF THE
CENTER LINE OF ROAD, IN TOP OF THE NORTHWEST END OF THE NORTHEAST
(BRIDGE SEAT) CONCRETE ABUTMENT OF STEEL BRIDGE OVER CHIPPEWA
CREEK, 0.9 FOOT NORTHWEST OF STEEL PART OF BRIDGE, AND ABOUT
1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
DESCRIBED BY COSE 2000. BRIDGE HAS BEEN REPLACED.
|
2000-04-10 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1901 ***********************************************************************
KY1901 DESIGNATION - W 286
KY1901 PID - KY1901
KY1901 STATE/COUNTY- OH/SUMMIT
KY1901
KY1901 HORZ DATUM - NAD 83(1986)
KY1901 VERT DATUM - NAVD 88
KY1901
KY1901 POSITION - 40 54 58. (N) 081 38 38. (W) SCALED
KY1901 83 minus 27 - +00. -01. SCALED
KY1901
KY1901 HEIGHT - 287.901 (meters) 944.56 (feet) ADJUST
KY1901 88 minus 29 -0.23 ADJ UNCHK
KY1901 ***********************************************************************
KY1901
KY1901 GEOID HEIGHT- -33.35 GEOID90
KY1901 MODELED GRAV- 980,172.2 NAVD88
KY1901
KY1901
KY1901 VERT ORDER - SECOND CLASS 0
KY1901
KY1901
KY1901.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1901.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1901.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1901
KY1901
KY1901
KY1901
KY1901_STATION MARK IS A BENCH MARK DISK
KY1901_WITH SETTING: SET IN A MASSIVE STRUCTURE
KY1901_THE MARK IS STAMPED: W 286 1959
KY1901
KY1901 HISTORY - Year Condition Recov. By
KY1901 HISTORY - 1959 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY1901 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
KY1901
KY1901 STATION DESCRIPTION
KY1901
KY1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
KY1901'ABOUT 0.35 MILE SOUTHEAST ALONT THE BALTIMORE AND OHIO RAILROAD
KY1901'FROM THE CONTROL TOWER AT WARWICK, THENCE ABOUT 0.2 MILE
KY1901'SOUTHWEST ALONG N. LAWRENCE ROAD, ABOUT 0.3 MILE NORTHEAST OF THE
KY1901'JUNCTION OF WAYNE-SUMMIT COUNTY LINE, 57 YARDS NORTHEAST OF THE
KY1901'INTERSECTION OF CANAL FULTON ROAD, 12 1/2 FEET NORTHWEST OF THE
KY1901'CENTER LINE OF ROAD, IN TOP OF THE NORTHWEST END OF THE NORTHEAST
KY1901'(BRIDGE SEAT) CONCRETE ABUTMENT OF STEEL BRIDGE OVER CHIPPEWA
KY1901'CREEK, 0.9 FOOT NORTHWEST OF STEEL PART OF BRIDGE, AND ABOUT
KY1901'1 1/2 FEET BELOW THE LEVEL OF THE ROAD.
KY1901
KY1901'DESCRIBED BY COSE 2000. BRIDGE HAS BEEN REPLACED.
|
|
|
|
|
|
|
|
|
|
|
|
2205097.0
|
456362.125
|
0101000020960E0000034161ADD4D24041E27D39A3A8DA1B41
|
false
|
2006-10-31 09:39:00 -0500
|
false
|
40.91611111111111111111
|
-81.64388888888888888889
|
-81.6438888888889
|
40.916111111111
|
2205097.35453046
|
456362.159399001
|
672115.017890918
|
139099.464383727
|
768
|
768
|
X 145 RESET 1960
|
KY1220
|
OH
|
Summit
|
|
USCGS
|
1959-12-31 19:00:00 -0500
|
Disk
|
X 145 RESET 1960
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1960 STATION MONUMENTED COAST AND GEODETIC SURVEY
HISTORY - 1961 GOOD NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
|
false
|
40
|
54
|
54.0
|
N
|
81
|
26
|
7.0
|
W
|
SCALED
|
-33.45
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
368.927
|
1210.39
|
ADJUST
|
|
|
|
|
|
|
|
980155.2
|
NAVD88
|
NAVD 88
|
SECOND
|
0
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
THIS MARK IS LOCATED IN NEW FLAG POLE CONCRETE BASE 310 FEET
EAST OF AIRPORT CONTROL TOWER ON CENTERLINE OF CENTRAL TAXIWAY
EXTENDED EASTERLY.
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY1220 ***********************************************************************
KY1220 DESIGNATION - X 145 RESET 1960
KY1220 PID - KY1220
KY1220 STATE/COUNTY- OH/SUMMIT
KY1220
KY1220 HORZ DATUM - NAD 83(1986)
KY1220 VERT DATUM - NAVD 88
KY1220
KY1220 POSITION - 40 54 54. (N) 081 26 07. (W) SCALED
KY1220 83 minus 27 - +00. -01. SCALED
KY1220
KY1220 HEIGHT - 368.927 (meters) 1210.39 (feet) ADJUST
KY1220 88 minus 29 -0.20 ADJ UNCHK
KY1220 ***********************************************************************
KY1220
KY1220 GEOID HEIGHT- -33.45 GEOID90
KY1220 MODELED GRAV- 980,155.2 NAVD88
KY1220
KY1220
KY1220 VERT ORDER - SECOND CLASS 0
KY1220
KY1220
KY1220.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
KY1220.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING
KY1220.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY.
KY1220
KY1220
KY1220
KY1220
KY1220_STATION MARK IS A BENCH MARK DISK
KY1220_WITH SETTING: SET IN A LIGHT STRUCTURE
KY1220_THE MARK IS STAMPED: X 145 RESET 1960
KY1220
KY1220 HISTORY - Year Condition Recov. By
KY1220 HISTORY - 1960 STATION MONUMENTED COAST AND GEODETIC SURVEY
KY1220 HISTORY - 1961 GOOD NATIONAL GEODETIC SURVEY
KY1220
KY1220 STATION DESCRIPTION
KY1220
KY1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
KY1220'THIS MARK IS LOCATED IN NEW FLAG POLE CONCRETE BASE 310 FEET
KY1220'EAST OF AIRPORT CONTROL TOWER ON CENTERLINE OF CENTRAL TAXIWAY
KY1220'EXTENDED EASTERLY.
|
|
|
|
|
|
|
|
|
|
|
|
2262751.5
|
456592.59375
|
0101000020960E0000BAEDF50A704341414BE9540641DE1B41
|
true
|
2005-03-23 05:29:00 -0500
|
false
|
40.915
|
-81.43527777777777777777
|
-81.4352777777778
|
40.9149999999998
|
2262752.08563015
|
456592.256183286
|
689688.215076498
|
139169.598023843
|
773
|
773
|
CP 101
|
MB3057
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 101
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
27.33103
|
N
|
81
|
38
|
19.74959
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
156664.647
|
672368.634
|
0.99993915
|
+
|
0
|
33
|
56.7
|
|
MT
|
|
|
|
|
305.532
|
1002.399
|
ADJUST
|
|
-0.56
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 6.30 MILES WEST OF
THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209. TURN RIGHT AND PROCEED
EAST ALONG STIMSON ROAD 1.31 MILES TO ITS INTERSECTION WITH CLEVELAND
MASSILLON ROAD. TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
ROAD 0.19 MILES TO ITS INTERSECTION WITH SUMMIT ROAD AND THE STATION
ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 5 INCHES BELOW GROUND SURFACE PROTECTED BY A 7 INCH ROUND
IRON BOX AND STAMPED CP-101. THE STATION IS 70.0 FEET NORTHWEST FROM
A POWER POLE, 66.0 FEET SOUTHWEST FROM A 24 INCH MAPLE TREE, 47.2 FEET
SOUTHEAST FROM THE CENTERLINE OF CLEVELAND MASSILLON ROAD, AND 41.5
FEET SOUTHWEST FROM SUMMIT ROAD. THE STATION IS 842.46 METERS (2764') FROM
STATION CP-102. SUITABLE FOR GPS.
|
2018-06-19 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3057 ***********************************************************************
MB3057 DESIGNATION - CP 101
MB3057 PID - MB3057
MB3057 STATE/COUNTY- OH/SUMMIT
MB3057
MB3057 HORZ DATUM - NAD 83(1986)
MB3057 VERT DATUM - NAVD 88
MB3057
MB3057 POSITION - 41 04 27.33103(N) 081 38 19.74959(W) ADJUSTED
MB3057 83 minus 27 - +00.19808 -00.55426 NADCON
MB3057
MB3057 HEIGHT - 305.532 (meters) 1002.399 (feet) ADJUSTED
MB3057 ***********************************************************************
MB3057
MB3057 LAPLACE CORR- -0.56 DEFLEC90
MB3057 GEOID HEIGHT- -33.59 GEOID90
MB3057
MB3057
MB3057 HORZ ORDER - FIRST
MB3057 VERT ORDER - SECOND
MB3057
MB3057
MB3057.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3057.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3057.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3057.COSE 1992
MB3057
MB3057; North East Scale Converg.
MB3057;SPC OH N - 156,664.647 672,368.634 0.99993915 +0 33 56.7 MT
MB3057;UTM 17 - 4,547,197.097 446,334.506 0.99963544 -0 25 11.1 MT
MB3057
MB3057: Primary Azimuth Mark Grid Az
MB3057:SPC OH N - CP 102 336 10 02.1
MB3057:UTM 17 - CP 102 337 09 09.9
MB3057
MB3057|---------------------------------------------------------------------|
MB3057| Pid Reference Object Distance Geod. AZ |
MB3057| dddmmss.ss|
MB3057| MB3058 CP 102 APPROX. 0.8 KM 3364358.8 |
MB3057|---------------------------------------------------------------------|
MB3057
MB3057_STATION MARK IS A SURVEY DISK
MB3057_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3057_THE MARK IS STAMPED: CP-101
MB3057
MB3057 HISTORY - Year Condition Recov. By
MB3057 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3057 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3057
MB3057 STATION DESCRIPTION
MB3057
MB3057'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3057'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 6.30 MILES WEST OF
MB3057'THE CITY OF AKRON.
MB3057'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
MB3057'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
MB3057'ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209. TURN RIGHT AND PROCEED
MB3057'EAST ALONG STIMSON ROAD 1.31 MILES TO ITS INTERSECTION WITH CLEVELAND
MB3057'MASSILLON ROAD. TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
MB3057'ROAD 0.19 MILES TO ITS INTERSECTION WITH SUMMIT ROAD AND THE STATION
MB3057'ON THE RIGHT.
MB3057'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3057'CONCRETE 5 INCHES BELOW GROUND SURFACE PROTECTED BY A 7 INCH ROUND
MB3057'IRON BOX AND STAMPED CP-101. THE STATION IS 70.0 FEET NORTHWEST FROM
MB3057'A POWER POLE, 66.0 FEET SOUTHWEST FROM A 14 INCH MAPLE TREE, 47.2 FEET
MB3057'SOUTHEAST FROM THE CENTERLINE OF CLEVELAND MASSILLON ROAD, AND 41.5
MB3057'FEET SOUTHWEST FROM SUMMIT ROAD. THE STATION IS 842.46 METERS FROM
MB3057'STATION CP-102.
|
|
|
|
|
|
|
|
|
|
|
|
2205930.0
|
513989.96875
|
0101000020960E000056B2A9B674D4404130CC5D631A5F1F41
|
true
|
2011-01-31 09:22:00 -0500
|
false
|
41.07425861944444444445
|
-81.63881933055555555555
|
-81.6388193305555
|
41.0742586194443
|
2205929.42705373
|
513990.597037497
|
672368.634103244
|
156664.647306308
|
774
|
774
|
CP 102
|
MB3058
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 102
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
4
|
52.41878
|
N
|
81
|
38
|
34.00619
|
W
|
ADJUSTED
|
-33.6
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
157435.209
|
672028.249
|
0.99993917
|
+
|
0
|
33
|
47.3
|
|
MT
|
|
|
|
|
308.209
|
1011.183
|
ADJUST
|
|
-0.51
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 6.30 MILES WEST OF
THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209. TURN RIGHT AND PROCEED
EAST ALONG STIMSON ROAD 1.31 MILES TO ITS INTERSECTION WITH CLEVELAND
MASSILLON ROAD. TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
ROAD 0.6 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 2 INCHES BELOW GROUND SURFACE PROTECTED BY A 7 INCH ROUND
IRON BOX AND STAMPED CP-102. THE STATION IS 18.5 FEET NORTH FROM THE
CENTERLINE OF CONCRETE DRIVE NUMBER 2111, 18.0 FEET EAST FROM THE
CENTERLINE OF CLEVELAND MASSILLON ROAD, 30.5 FEET SOUTHEAST FROM THE
CENTERLINE OF THE INTERSECTION OF CLEVELAND MASSILLON ROAD AND MINOR
ROAD, 34.0 FEET SOUTH FROM GRAVEL DRIVE, AND 6.0 FEET WEST FROM A
METAL WITNESS POST. THE STATION IS 842.46 METERS (2764') FROM STATION CP-101.
GOOD FOR GPS.
|
2018-08-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3058 ***********************************************************************
MB3058 DESIGNATION - CP 102
MB3058 PID - MB3058
MB3058 STATE/COUNTY- OH/SUMMIT
MB3058
MB3058 HORZ DATUM - NAD 83(1986)
MB3058 VERT DATUM - NAVD 88
MB3058
MB3058 POSITION - 41 04 52.41878(N) 081 38 34.00619(W) ADJUSTED
MB3058 83 minus 27 - +00.19797 -00.55349 NADCON
MB3058
MB3058 HEIGHT - 308.209 (meters) 1011.183 (feet) ADJUSTED
MB3058 ***********************************************************************
MB3058
MB3058 LAPLACE CORR- -0.51 DEFLEC90
MB3058 GEOID HEIGHT- -33.60 GEOID90
MB3058
MB3058
MB3058 HORZ ORDER - THIRD
MB3058 VERT ORDER - SECOND
MB3058
MB3058
MB3058.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3058.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3058.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3058.COSE 1992
MB3058
MB3058; North East Scale Converg.
MB3058;SPC OH N - 157,435.209 672,028.249 0.99993917 +0 33 47.3 MT
MB3058;UTM 17 - 4,547,973.165 446,007.524 0.99963588 -0 25 20.6 MT
MB3058
MB3058: Primary Azimuth Mark Grid Az
MB3058:SPC OH N - CP 101 156 10 02.1
MB3058:UTM 17 - CP 101 157 09 10.0
MB3058
MB3058|---------------------------------------------------------------------|
MB3058| Pid Reference Object Distance Geod. AZ |
MB3058| dddmmss.ss|
MB3058| MB3057 CP 101 APPROX. 0.8 KM 1564349.4 |
MB3058|---------------------------------------------------------------------|
MB3058
MB3058_STATION MARK IS A SURVEY DISK
MB3058_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3058_THE MARK IS STAMPED: CP-102
MB3058
MB3058 HISTORY - Year Condition Recov. By
MB3058 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3058 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3058
MB3058 STATION DESCRIPTION
MB3058
MB3058'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3058'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 6.30 MILES WEST OF
MB3058'THE CITY OF AKRON.
MB3058'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
MB3058'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
MB3058'ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209. TURN RIGHT AND PROCEED
MB3058'EAST ALONG STIMSON ROAD 1.31 MILES TO ITS INTERSECTION WITH CLEVELAND
MB3058'MASSILLON ROAD. TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
MB3058'ROAD 0.6 MILES TO THE STATION ON THE RIGHT.
MB3058'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3058'CONCRETE 2 INCHES BELOW GROUND SURFACE PROTECTED BY A 7 INCH ROUND
MB3058'IRON BOX AND STAMPED CP-102. THE STATION IS 18.5 FEET NORTH FROM THE
MB3058'CENTERLINE OF GRAVEL DRIVE NUMBER 2111, 18.0 FEET EAST FROM THE
MB3058'CENTERLINE OF CLEVELAND MASSILLON ROAD, 30.5 FEET SOUTHEAST FROM THE
MB3058'CENTERLINE OF THE INTERSECTION OF CLEVELAND MASSILLON ROAD AND MINOR
MB3058'ROAD, 34.0 FEET SOUTH FROM GRAVEL DRIVE, AND 6.0 FEET WEST FROM A
MB3058'METAL WITNESS POST. THE STATION IS 842.46 METERS FROM STATION CP-101.
|
|
|
|
|
|
|
|
|
|
|
|
2204813.5
|
516518.28125
|
0101000020960E0000AFE6255746D240413BE667BB9A861F41
|
true
|
2011-01-31 09:22:00 -0500
|
false
|
41.08122743888888888889
|
-81.64277949722222222222
|
-81.6427794972222
|
41.0812274388887
|
2204812.68084415
|
516518.683013532
|
672028.249177795
|
157435.209452925
|
775
|
775
|
CP 105
|
MB3059
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 105
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1998 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
41.98486
|
N
|
81
|
38
|
40.10416
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992.
|
OH N
|
160813.429
|
671852.772
|
0.99993943
|
+
|
0
|
33
|
43.3
|
|
MT
|
|
|
|
|
334.153
|
1096.302
|
ADJUST
|
|
-0.42
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.1 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
HIGHWAY 77 PROCEED SOUTH ALONG STATE ROUTE 21 0.57 MILES TO ITS
TURN LEFT AND PROCEED EAST ALONG RIDGEWOOD ROAD 0.6 MILES TO
THE STATION ON THE LEFT 185FEET WEST OF THE INTERSECTION OF
RIDGEWOOD ROAD AND CLEVELAND MASSILLON ROAD.THE STATION IS A
STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE BELOW GROUND AND STAMPED CP-105. THE STATION IS
54.0 FEET NORTH FROM THE CENTERLINE OF RIDGEWOOD ROAD, AND 23.6 FEET NORTHWEST FROM TELEPHONE POLE NUMBER 1202.2. THE STATION IS 328.47 METERS FROM STATION CP-107. 3.5' SOUTH OF A CYCLONE FENCE AND 24" BELOW GROUND IN A 6" PVC PIPE.
GOOD FOR GPS
|
2018-08-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3059 ***********************************************************************
MB3059 DESIGNATION - CP 105
MB3059 PID - MB3059
MB3059 STATE/COUNTY- OH/SUMMIT
MB3059
MB3059 HORZ DATUM - NAD 83(1986)
MB3059 VERT DATUM - NAVD 88
MB3059
MB3059 POSITION - 41 06 41.98486(N) 081 38 40.10416(W) ADJUSTED
MB3059 83 minus 27 - +00.19788 -00.55363 NADCON
MB3059
MB3059 HEIGHT - 334.153 (meters) 1096.302 (feet) ADJUSTED
MB3059 ***********************************************************************
MB3059
MB3059 LAPLACE CORR- -0.42 DEFLEC90
MB3059 GEOID HEIGHT- -33.66 GEOID90
MB3059
MB3059
MB3059 HORZ ORDER - FIRST
MB3059 VERT ORDER - SECOND
MB3059
MB3059
MB3059.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3059.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3059.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3059.COSE 1992.
MB3059
MB3059; North East Scale Converg.
MB3059;SPC OH N - 160,813.429 671,852.772 0.99993943 +0 33 43.3 MT
MB3059;UTM 17 - 4,551,352.877 445,890.222 0.99963603 -0 25 25.6 MT
MB3059
MB3059: Primary Azimuth Mark Grid Az
MB3059:SPC OH N - CP 107 270 06
MB3059:UTM 17 - CP 107 271 05
MB3059
MB3059|---------------------------------------------------------------------|
MB3059| Pid Reference Object Distance Geod. AZ |
MB3059| dddmmss.ss|
MB3059| MB3060 CP 107 328.453 METERS 27040 |
MB3059|---------------------------------------------------------------------|
MB3059
MB3059_STATION MARK IS A SURVEY DISK
MB3059_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3059_THE MARK IS STAMPED: CP-105
MB3059
MB3059 HISTORY - Year Condition Recov. By
MB3059 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3059 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
MB3059
MB3059 STATION DESCRIPTION
MB3059
MB3059'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3059'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.1 MILES
MB3059'NORTHWEST OF THE CITY OF AKRON.
MB3059'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
MB3059'HIGHWAY 77 PROCEED SOUTH ALONG STATE ROUTE 21 0.57 MILES TO ITS
MB3059'INTERSECTION WITH RIDGEWOOD ROAD, ROUTE 83. TURN LEFT AND PROCEED
MB3059'EAST ALONG RIDGEWOOD ROAD 0.6 MILES TO THE STATION ON THE LEFT 185
MB3059'FEET WEST OF THE INTERSECTION OF RIDGEWOOD ROAD AND CLEVELAND
MB3059'MASSILLON ROAD.
MB3059'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3059'CONCRETE 2 INCHES BELOW GROUND AND STAMPED CP-105. THE STATION IS
MB3059'54.0 FEET NORTH FROM THE CENTERLINE OF RIDGEWOOD ROAD, 21.5 FEET
MB3059'NORTHWEST FROM A METAL WITNESS POST, AND 23.6 FEET NORTHWEST FROM
MB3059'TELEPHONE POLE NUMBER 1202.2. THE STATION IS 328.47 METERS FROM
MB3059'STATION CP-107.
|
|
|
|
|
|
|
|
|
|
|
|
2204237.75
|
527602.5625
|
0101000020960E000084C5F67B26D14041212DCB1DE4192041
|
true
|
2011-02-01 03:14:00 -0500
|
false
|
41.11166246111111111111
|
-81.64447337777777777777
|
-81.6444733777778
|
41.111662461111
|
2204236.96846837
|
527602.058190737
|
671852.771694703
|
160813.428963378
|
776
|
776
|
CP 107
|
MB3060
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 107
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1998 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
6
|
42.10984
|
N
|
81
|
38
|
54.18091
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992.
|
OH N
|
160814.07
|
671524.339
|
0.99993943
|
+
|
0
|
33
|
34.1
|
|
MT
|
|
|
|
|
332.276
|
1090.143
|
ADJUST
|
|
-0.42
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.4 MILES
NORTHWEST OF THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
HIGHWAY 77 PROCEED SOUTH ALONG STATE ROUTE 21 0.57 MILES TO ITS
INTERSECTION WITH RIDGEWOOD ROAD, ROUTE 83. TURN LEFT AND PROCEED
EAST ALONG RIDGEWOOD ROAD 0.9 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED CP-107. THE STATION IS
57.5 FEET NORTH FROM THE CENTERLINE OF RIDGEWOOD ROAD, 19.0 FEET
NORTHWEST FROM TELEPHONE POLE #1202.1, 29.0 FEET EAST FROM
THE EDGE OF PAVEMENT OF THE EAST DRIVE TO COPLEY HIGH SCHOOL, 61 FEET
NORTHWEST OF A FIRE HYDRANT. THE STATION IS 328.47 METERS (1078') FROM STATION CP-105.
GOOD GPS
|
2018-08-24 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3060 ***********************************************************************
MB3060 DESIGNATION - CP 107
MB3060 PID - MB3060
MB3060 STATE/COUNTY- OH/SUMMIT
MB3060
MB3060 HORZ DATUM - NAD 83(1986)
MB3060 VERT DATUM - NAVD 88
MB3060
MB3060 POSITION - 41 06 42.10984(N) 081 38 54.18091(W) ADJUSTED
MB3060 83 minus 27 - +00.19778 -00.55275 NADCON
MB3060
MB3060 HEIGHT - 332.276 (meters) 1090.143 (feet) ADJUSTED
MB3060 ***********************************************************************
MB3060
MB3060 LAPLACE CORR- -0.42 DEFLEC90
MB3060 GEOID HEIGHT- -33.66 GEOID90
MB3060
MB3060
MB3060 HORZ ORDER - THIRD
MB3060 VERT ORDER - SECOND
MB3060
MB3060
MB3060.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3060.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3060.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3060.COSE 1992.
MB3060
MB3060; North East Scale Converg.
MB3060;SPC OH N - 160,814.070 671,524.339 0.99993943 +0 33 34.1 MT
MB3060;UTM 17 - 4,551,359.167 445,561.949 0.99963647 -0 25 34.8 MT
MB3060
MB3060: Primary Azimuth Mark Grid Az
MB3060:SPC OH N - CP 105 090 06
MB3060:UTM 17 - CP 105 091 06
MB3060
MB3060|---------------------------------------------------------------------|
MB3060| Pid Reference Object Distance Geod. AZ |
MB3060| dddmmss.ss|
MB3060| MB3059 CP 105 328.453 METERS 09040 |
MB3060|---------------------------------------------------------------------|
MB3060
MB3060_STATION MARK IS A SURVEY DISK
MB3060_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3060_THE MARK IS STAMPED: CP-107
MB3060
MB3060 HISTORY - Year Condition Recov. By
MB3060 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3060 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
MB3060
MB3060 STATION DESCRIPTION
MB3060
MB3060'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3060'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 7.4 MILES
MB3060'NORTHWEST OF THE CITY OF AKRON.
MB3060'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 21 AND U.S.
MB3060'HIGHWAY 77 PROCEED SOUTH ALONG STATE ROUTE 21 0.57 MILES TO ITS
MB3060'INTERSECTION WITH RIDGEWOOD ROAD, ROUTE 83. TURN LEFT AND PROCEED
MB3060'EAST ALONG RIDGEWOOD ROAD 0.9 MILES TO THE STATION ON THE RIGHT.
MB3060'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3060'CONCRETE FLUSH WITH THE GROUND AND STAMPED CP-107. THE STATION IS
MB3060'57.5 FEET NORTH FROM THE CENTERLINE OF RIDGEWOOD ROAD, 19.0 FEET
MB3060'NORTHWEST FROM TELEPHONE POLE NUMBER 1202.1, 29.0 FEET EAST FROM THE
MB3060'EDGE OF PAVEMENT, AND 3.0 FEET EAST FROM METAL WITNESS POST. THE
MB3060'STATION IS 328.47 METERS FROM STATION CP-105.
|
|
|
|
|
|
|
|
|
|
|
|
2203159.25
|
527604.5
|
0101000020960E00009ED0EBB70BCF40410B627F52E8192041
|
true
|
2011-02-01 03:15:00 -0500
|
false
|
41.11169717777777777778
|
-81.64838358611111111111
|
-81.6483835861111
|
41.1116971777776
|
2203159.436884
|
527604.161128105
|
671524.339410922
|
160814.06993997
|
779
|
779
|
CP 110
|
MB3063
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 110
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE COSE SURVEY FIELD CREW HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
24.95323
|
N
|
81
|
36
|
44.24263
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
156613.656
|
674598.708
|
0.99993915
|
+
|
0
|
34
|
59.5
|
|
MT
|
|
|
|
|
302.32
|
991.86
|
ADJUST
|
|
-0.63
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.92 MILES WEST OF
THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209. TURN RIGHT AND PROCEED
EAST ALONG STIMSON ROAD 1.31 MILES TO ITS INTERSECTION WITH CLEVELAND
MASSILLON ROAD. TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
ROAD 0.5 MILES TO ITS INTERSECTION WITH WRIGHT ROAD. TURN RIGHT AND
PROCEED EAST ALONG WRIGHT ROAD APPROXIMATELY 1.8 MILES TO THE STATION
ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 3 INCHES BELOW THE GROUND AND STAMPED CP-110. THE STATION IS
10.0 FEET SOUTHWEST FROM POWER POLE NUMBER CP2159, 9.0 FEET SOUTH FROM
A METAL WITNESS POST, AND 14.5 FEET NORTH FROM THE CENTERLINE OF
WRIGHT ROAD. THE STATION IS 615.56 METERS (2019') FROM STATION CP-111.
OPPOSITE 2486 WRIGHT RD.
|
2018-08-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3063 ***********************************************************************
MB3063 DESIGNATION - CP 110
MB3063 PID - MB3063
MB3063 STATE/COUNTY- OH/SUMMIT
MB3063
MB3063 HORZ DATUM - NAD 83(1986)
MB3063 VERT DATUM - NAVD 88
MB3063
MB3063 POSITION - 41 04 24.95323(N) 081 36 44.24263(W) ADJUSTED
MB3063 83 minus 27 - +00.19870 -00.56017 NADCON
MB3063
MB3063 HEIGHT - 302.320 (meters) 991.860 (feet) ADJUSTED
MB3063 ***********************************************************************
MB3063
MB3063 LAPLACE CORR- -0.63 DEFLEC90
MB3063 GEOID HEIGHT- -33.59 GEOID90
MB3063
MB3063
MB3063 HORZ ORDER - FIRST
MB3063 VERT ORDER - SECOND
MB3063
MB3063
MB3063.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3063.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3063.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3063.COSE 1992
MB3063
MB3063; North East Scale Converg.
MB3063;SPC OH N - 156,613.656 674,598.708 0.99993915 +0 34 59.5 MT
MB3063;UTM 17 - 4,547,107.786 448,562.692 0.99963256 -0 24 08.3 MT
MB3063
MB3063
MB3063
MB3063_STATION MARK IS A SURVEY DISK
MB3063_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3063_THE MARK IS STAMPED: CP-110
MB3063
MB3063 HISTORY - Year Condition Recov. By
MB3063 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3063 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3063
MB3063 STATION DESCRIPTION
MB3063
MB3063'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3063'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.92 MILES WEST OF
MB3063'THE CITY OF AKRON.
MB3063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
MB3063'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
MB3063'ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209. TURN RIGHT AND PROCEED
MB3063'EAST ALONG STIMSON ROAD 1.31 MILES TO ITS INTERSECTION WITH CLEVELAND
MB3063'MASSILLON ROAD. TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
MB3063'ROAD 0.5 MILES TO ITS INTERSECTION WITH WRIGHT ROAD. TURN RIGHT AND
MB3063'PROCEED EAST ALONG WRIGHT ROAD APPROXIMATELY 1.8 MILES TO THE STATION
MB3063'ON THE LEFT.
MB3063'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3063'CONCRETE 3 INCHES BELOW THE GROUND AND STAMPED CP-110. THE STATION IS
MB3063'10.0 FEET SOUTHWEST FROM POWER POLE NUMBER CP2159, 9.0 FEET SOUTH FROM
MB3063'A METAL WITNESS POST, AND 13.5 FEET NORTH FROM THE CENTERLINE OF
MB3063'WRIGHT ROAD. THE STATION IS 615.56 METERS FROM STATION CP-111.
|
|
|
|
|
|
|
|
|
|
|
|
2213246.0
|
513822.875
|
0101000020960E00005AC1C6F6BEE240410F1141377D5C1F41
|
true
|
2011-11-28 03:47:00 -0500
|
false
|
41.07359811944444444445
|
-81.61228961944444444444
|
-81.6122896194444
|
41.0735981194443
|
2213245.92794053
|
513823.303959147
|
674598.70803369
|
156613.656274045
|
780
|
780
|
CP 111
|
MB3064
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
CP 111
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISORY 2016 GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
4
|
24.82677
|
N
|
81
|
37
|
10.61156
|
W
|
ADJUSTED
|
-33.59
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
156603.516
|
673983.237
|
0.99993915
|
+
|
0
|
34
|
42.1
|
|
MT
|
|
|
|
|
308.989
|
1013.742
|
ADJUST
|
|
-0.63
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.8 MILES WEST OF
THE CITY OF AKRON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209. TURN RIGHT AND PROCEED
EAST ALONG STIMSON ROAD 1.31 MILE TO ITS INTERSECTION WITH CLEVELAND
MASSILLON ROAD. TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
ROAD 0.5 MILES TO ITS INTERSECTION WITH WRIGHT ROAD. TURN RIGHT AND
PROCEED EAST ALONG WRIGHT ROAD APPROXIMATELY 1.4 MILES TO THE STATION
AT THE INTERSECTION OF JACOBY ROAD AND WRIGHT ROAD.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 6 INCHES BELOW THE GROUND PROTECTED BY A SEVEN INCH ROUND
IRON BOX AND STAMPED CP-111. THE STATION IS 11' SOUTH OF A TELEPHONE/POWER
POLE WITH NO NUMBER.19.0 FEET SOUTHWEST FROM THE CENTERLINE OF
JACOBY ROAD, 3.0 FEET NORTH FROM THE CENTERLINE OF WRIGHT ROAD, AND
4.0 FEET NORTHEAST FROM A METAL WITNESS POST. THE STATION IS 615.56
METERS (2019') FROM STATION CP-110.
UNDER PAVEMENT.
|
2022-01-26 00:00:00 -0500
|
SCE
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3064 ***********************************************************************
MB3064 DESIGNATION - CP 111
MB3064 PID - MB3064
MB3064 STATE/COUNTY- OH/SUMMIT
MB3064
MB3064 HORZ DATUM - NAD 83(1986)
MB3064 VERT DATUM - NAVD 88
MB3064
MB3064 POSITION - 41 04 24.82677(N) 081 37 10.61156(W) ADJUSTED
MB3064 83 minus 27 - +00.19853 -00.55854 NADCON
MB3064
MB3064 HEIGHT - 308.989 (meters) 1013.742 (feet) ADJUSTED
MB3064 ***********************************************************************
MB3064
MB3064 LAPLACE CORR- -0.63 DEFLEC90
MB3064 GEOID HEIGHT- -33.59 GEOID90
MB3064
MB3064
MB3064 HORZ ORDER - SECOND
MB3064 VERT ORDER - SECOND
MB3064
MB3064
MB3064.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB3064.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3064.NO HORIZONTAL OBSERVATIONAL CHECK WAS MADE TO THE STATION.
MB3064.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3064.COSE 1992
MB3064
MB3064; North East Scale Converg.
MB3064;SPC OH N - 156,603.516 673,983.237 0.99993915 +0 34 42.1 MT
MB3064;UTM 17 - 4,547,108.233 447,947.327 0.99963335 -0 24 25.6 MT
MB3064
MB3064
MB3064
MB3064_STATION MARK IS A SURVEY DISK
MB3064_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3064_THE MARK IS STAMPED: CP-111
MB3064
MB3064 HISTORY - Year Condition Recov. By
MB3064 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3064 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3064
MB3064 STATION DESCRIPTION
MB3064
MB3064'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3064'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.8 MILES WEST OF
MB3064'THE CITY OF AKRON.
MB3064'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 76 AND 224
MB3064'AND STATE ROUTE 21 PROCEED NORTH ALONG STATE ROUTE 21 2.08 MILES TO
MB3064'ITS INTERSECTION WITH STIMSON ROAD, ROUTE 209. TURN RIGHT AND PROCEED
MB3064'EAST ALONG STIMSON ROAD 1.31 MILE TO ITS INTERSECTION WITH CLEVELAND
MB3064'MASSILLON ROAD. TURN LEFT AND PROCEED NORTH ALONG CLEVELAND MASSILLON
MB3064'ROAD 0.5 MILES TO ITS INTERSECTION WITH WRIGHT ROAD. TURN RIGHT AND
MB3064'PROCEED EAST ALONG WRIGHT ROAD APPROXIMATELY 1.4 MILES TO THE STATION
MB3064'AT THE INTERSECTION OF JACOBY ROAD AND WRIGHT ROAD.
MB3064'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3064'CONCRETE 6 INCHES BELOW THE GROUND PROTECTED BY A SEVEN INCH ROUND
MB3064'IRON BOX AND STAMPED CP-110. THE STATION IS 11.5 FEET SOUTHEAST FROM
MB3064'A METAL WITNESS POST, 14.0 FEET SOUTHWEST FROM THE CENTERLINE OF
MB3064'JACOBY ROAD, 3.0 FEET NORTH FROM THE CENTERLINE OF WRIGHT ROAD, AND
MB3064'4.0 FEET NORTHEAST FROM A METAL WITNESS POST. THE STATION IS 615.56
MB3064'METERS FROM STATION CP-110.
|
|
|
|
|
|
|
|
|
|
|
|
2211226.75
|
513789.90625
|
0101000020960E0000A824E355CDDE4041609F3625F85B1F41
|
true
|
2011-11-28 03:50:00 -0500
|
false
|
41.07356299166666666667
|
-81.61961432222222222223
|
-81.6196143222222
|
41.0735629916665
|
2211226.67099436
|
513790.036341181
|
673983.237285555
|
156603.516283809
|
787
|
787
|
BO 116
|
CE0521
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 116
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2003 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
43.64911
|
N
|
81
|
35
|
14.58928
|
W
|
ADJUSTED
|
-33.79
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175719.333
|
676491.712
|
0.9999439
|
+
|
0
|
35
|
58.3
|
|
MT
|
C
|
|
|
|
334.279
|
1096.715
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303 115' WEST OF CENTERLINE OF
PAVEMENT OF STINE-MAJOR ROAD 44' NORTH OF CENTERLINE OF PAVEMENT OF
S.R. 303 2.5' EAST OF A METAL WITNESS POST AND 48' EAST OF A POWER
POLE #6000076.
GOOD FOR GPS.
|
2021-12-30 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0521 ***********************************************************************
CE0521 DESIGNATION - BO-116
CE0521 PID - CE0521
CE0521 STATE/COUNTY- OH/SUMMIT
CE0521 USGS QUAD -
CE0521
CE0521 HORZ DATUM - NAD 83(1986)
CE0521 VERT DATUM - NAVD 88
CE0521
CE0521 POSITION - 41 14 43.64911(N) 081 35 14.58928(W) ADJUSTED
CE0521 83 minus 27 -
CE0521
CE0521 HEIGHT - 334.279 (meters) 1096.715 (feet) ADJUSTED
CE0521 88 minus 29 -
CE0521 ***********************************************************************
CE0521 LAPLACE CORR-
CE0521 GEOID HEIGHT- -33.791
CE0521
CE0521 HORZ ORDER - SECOND CLASS I
CE0521 VERT ORDER - SECOND
CE0521
CE0521.The horizontal coordinates were established by GPS observations
CE0521.and adjusted by Woolpert in March 1997.
CE0521
CE0521.The orthometric height was determined by differential leveling COSE 1990.
CE0521
CE0521
CE0521.The geoid height was determined by GEOID93.
CE0521
CE0521; North East Scale Converg.
CE0521;SPC OH N - 175719.333 676491.712 0.99994390 +0 35 58.35 MT
CE0521;SPC OH N - 576505.845 2219456.558 US SURVEY FEET
CE0521
CE0521_STATION MARK IS A SURVEY DISK
CE0521_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0521_THE MARK IS STAMPED: BO-116
CE0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0521+STABILITY: SURFACE MOTION
CE0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0521+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0521
CE0521 HISTORY - Year Condition Recov. By
CE0521 HISTORY - 1996 - GOOD COSE
CE0521 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0521 STATION DESCRIPTION
CE0521
CE0521'DESCRIBED BY COSE
CE0521'THE STATION IS LOCATED ALONG S.R. 303 115' WEST OF CENTERLINE OF
CE0521'PAVEMENT OF STINE-MAJOR ROAD 44' NORTH OF CENTERLINE OF PAVEMENT OF
CE0521'S.R. 303 2.5' EAST OF A METAL WITNESS POST AND 48' EAST OF A POWER
CE0521'POLE #6000076.
CE0521
|
|
|
|
|
|
|
|
|
|
|
|
2219456.25
|
576505.3125
|
0101000020960E0000814D8847E0EE404192F7DCAFF3972141
|
true
|
2011-01-26 02:24:00 -0500
|
false
|
41.24545808611111111111
|
-81.58738591111111111111
|
-81.5873859111111
|
41.245458086111
|
2219456.55884713
|
576505.84348272
|
676491.712120029
|
175719.332532182
|
788
|
788
|
NF 108
|
CE0522
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 108
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
52.4014
|
N
|
81
|
34
|
5.95978
|
W
|
ADJUSTED
|
-33.93
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
183409.337
|
678007.529
|
0.9999484
|
+
|
0
|
36
|
43.4
|
|
MT
|
C
|
|
|
|
264.742
|
868.576
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE NORTHWEST ANGLE OF THE INTERSECTION
OF S.R. 82 AND CARTER ROAD 46' NORTH OF CENTERLINE OF PAVEMENT OF
S.R. 82 98' WEST OF CENTERLINE OF PAVEMENT OF CARTER ROAD T.R. 163
AND 2.5' WEST OF A METAL WITNESS POST.
GOOD FOR GPS
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0522 ***********************************************************************
CE0522 DESIGNATION - NF-108
CE0522 PID - CE0522
CE0522 STATE/COUNTY- OH/SUMMIT
CE0522 USGS QUAD -
CE0522
CE0522 HORZ DATUM - NAD 83(1986)
CE0522 VERT DATUM - NAVD 88
CE0522
CE0522 POSITION - 41 18 52.40140(N) 081 34 05.95978(W) ADJUSTED
CE0522 83 minus 27 -
CE0522
CE0522 HEIGHT - 264.742 (meters) 868.576 (feet) ADJUSTED
CE0522 88 minus 29 -
CE0522 ***********************************************************************
CE0522 LAPLACE CORR-
CE0522 GEOID HEIGHT- -33.932
CE0522
CE0522 HORZ ORDER - FIRST
CE0522 VERT ORDER - SECOND
CE0522
CE0522.The horizontal coordinates were established by GPS observations
CE0522.and adjusted by Woolpert in March 1997.
CE0522
CE0522.The orthometric height was determined by differential leveling COSE 1990.
CE0522
CE0522
CE0522.The geoid height was determined by GEOID93.
CE0522
CE0522; North East Scale Converg.
CE0522;SPC OH N - 183409.337 678007.529 0.99994840 +0 36 43.43 MT
CE0522;SPC OH N - 601735.466 2224429.701 US SURVEY FEET
CE0522
CE0522_STATION MARK IS A SURVEY DISK
CE0522_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0522_THE MARK IS STAMPED: NF-108
CE0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0522+STABILITY: SURFACE MOTION
CE0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0522+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0522
CE0522 HISTORY - Year Condition Recov. By
CE0522 HISTORY - 1996 - GOOD COSE
CE0522 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE0522 STATION DESCRIPTION
CE0522
CE0522'DESCRIBED BY COSE
CE0522'THE STATION IS LOCATED AT THE NORTHWEST ANGLE OF THE INTERSECTION
CE0522'OF S.R. 82 AND CARTER ROAD 46' NORTH OF CENTERLINE OF PAVEMENT OF
CE0522'S.R. 82 98' WEST OF CENTERLINE OF PAVEMENT OF CARTER ROAD T.R. 163
CE0522'AND 2.5' WEST OF A METAL WITNESS POST.
CE0522
|
|
|
|
|
|
|
|
|
|
|
|
2224430.0
|
601735.5625
|
0101000020960E00005B39A0D996F8404123CE25EE0E5D2241
|
true
|
2012-10-02 03:42:00 -0400
|
false
|
41.31455594444444444444
|
-81.56832216111111111111
|
-81.5683221611111
|
41.3145559444443
|
2224429.70020215
|
601735.465132181
|
678007.528636672
|
183409.336590946
|
872
|
872
|
HU 102
|
MB3065
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 102
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2017 DESTORYED SCE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
12
|
37.56312
|
N
|
81
|
26
|
24.24526
|
W
|
ADJUSTED
|
-33.83
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
171969.78
|
688886.01
|
0.99994223
|
+
|
0
|
41
|
46.8
|
|
MT
|
|
|
|
|
330.684
|
1084.921
|
ADJUST
|
|
0.7
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 1.6 MILES SOUTH OF
THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303 AND
STATE ROUTE 91 PROCEED SOUTH ALONG STATE ROUTE 91 1.95 MILES TO THE
STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE SET FLUSH WITH THE GROUND AND STAMPED HU-102. THE STATION IS
1 FEET SOUTH OF A METAL WITNESS POST, 121.0 FEET NORTH FROM A
GRAVEL DRIVE TO HOUSE # 5325, AND 47.0 FEET EAST FROM THE CENTERLINE
OF THE NORTHBOUND LANES OF STATE ROUTE 91, IN FRONT OF REGAL CINEMA.
THE STATION IS 742.73 METERS FROM STATION HU-103.
ALSO, 100 FEET NORTHWEST OF POWERPOLE 009/03 AND 106 FEET NORTHWEST
OF POWERPOLE HU 1821.
GOOD FOR GPS.
|
2017-11-17 00:00:00 -0500
|
SCE
|
Destroyed
|
no
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3065 ***********************************************************************
MB3065 DESIGNATION - HU 102
MB3065 PID - MB3065
MB3065 STATE/COUNTY- OH/SUMMIT
MB3065
MB3065 HORZ DATUM - NAD 83(1986)
MB3065 VERT DATUM - NAVD 88
MB3065
MB3065 POSITION - 41 12 37.56312(N) 081 26 24.24526(W) ADJUSTED
MB3065 83 minus 27 - +00.20189 -00.59813 NADCON
MB3065
MB3065 HEIGHT - 330.684 (meters) 1084.921 (feet) ADJUSTED
MB3065 ***********************************************************************
MB3065
MB3065 LAPLACE CORR- 0.70 DEFLEC90
MB3065 GEOID HEIGHT- -33.83 GEOID90
MB3065
MB3065
MB3065 HORZ ORDER - THIRD
MB3065 VERT ORDER - SECOND
MB3065
MB3065
MB3065.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3065.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3065.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3065.COSE 1992
MB3065
MB3065; North East Scale Converg.
MB3065;SPC OH N - 171,969.780 688,886.010 0.99994223 +0 41 46.8 MT
MB3065;UTM 17 - 4,562,211.025 463,107.510 0.99961675 -0 17 23.8 MT
MB3065
MB3065: Primary Azimuth Mark Grid Az
MB3065:SPC OH N - HU 103 000 20 03.1
MB3065:UTM 17 - HU 103 001 19 13.7
MB3065
MB3065|---------------------------------------------------------------------|
MB3065| Pid Reference Object Distance Geod. AZ |
MB3065| dddmmss.ss|
MB3065| MB3066 HU 103 APPROX. 0.7 KM 0010149.9 |
MB3065|---------------------------------------------------------------------|
MB3065
MB3065_STATION MARK IS A SURVEY DISK
MB3065_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3065_THE MARK IS STAMPED: HU-102
MB3065
MB3065 HISTORY - Year Condition Recov. By
MB3065 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3065 HISTORY - 1992 GOOD COSE
MB3065
MB3065 STATION DESCRIPTION
MB3065
MB3065'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3065'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 1.6 MILES SOUTH OF
MB3065'THE VILLAGE OF HUDSON.
MB3065'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303 AND
MB3065'STATE ROUTE 91 PROCEED SOUTH ALONG STATE ROUTE 91 1.95 MILES TO THE
MB3065'STATION ON THE LEFT.
MB3065'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3065'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED HU-102. THE STATION IS
MB3065'3.0 FEET NORTH FROM A METAL WITNESS POST, 121.0 FEET NORTH FROM A
MB3065'GRAVEL DRIVE, AND 47.0 FEET EAST FROM THE CENTERLINE OF THE NORTH
MB3065'BOUND LANES OF STATE ROUTE 91. THE STATION IS 742.73 METERS FROM
MB3065'STATION HU-103.
|
|
|
|
|
|
|
|
|
|
|
|
2260119.25
|
564204.0625
|
0101000020960E0000C2548E174C3E414137213860D8372141
|
true
|
2013-07-23 10:26:00 -0400
|
false
|
41.2104342
|
-81.44006812777777777777
|
-81.4400681277778
|
41.2104341999999
|
2260120.1840311
|
564204.187928236
|
688886.009864699
|
171969.78042007
|
873
|
873
|
HU 103
|
MB3066
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 103
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
1.63433
|
N
|
81
|
26
|
23.67183
|
W
|
ADJUSTED
|
-33.84
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
172712.429
|
688890.342
|
0.99994253
|
+
|
0
|
41
|
47.1
|
|
MT
|
|
|
|
|
331.075
|
1086.202
|
ADJUST
|
|
0.74
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 1.6 MILES SOUTH OF
THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303 AND
STATE ROUTE 91 PROCEED SOUTH ALONG STATE ROUTE 91 1.65 MILES TO THE
STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE SET FLUSH WITH THE GROUND AND STAMPED HU-103. THE STATION IS
77.0 FEET EAST FROM THE CENTERLINE OF THE NORTH BOUND LANES OF STATE
ROUTE 91, 105.0 FEET SOUTH FROM CENTERLINE OF TEREX ROAD,61 FEET SOUTH OF A FIRE
HYDRANT AND 19.5 FEET WEST OF A JOANN STORES INC. SIGN.
THE STATION IS 742.73 METERS FROM STATION HU-102.
GOOD FOR GPS.
|
2018-01-22 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3066 ***********************************************************************
MB3066 DESIGNATION - HU 103
MB3066 PID - MB3066
MB3066 STATE/COUNTY- OH/SUMMIT
MB3066
MB3066 HORZ DATUM - NAD 83(1986)
MB3066 VERT DATUM - NAVD 88
MB3066
MB3066 POSITION - 41 13 01.63433(N) 081 26 23.67183(W) ADJUSTED
MB3066 83 minus 27 - +00.20186 -00.59829 NADCON
MB3066
MB3066 HEIGHT - 331.075 (meters) 1086.202 (feet) ADJUSTED
MB3066 ***********************************************************************
MB3066
MB3066 LAPLACE CORR- 0.74 DEFLEC90
MB3066 GEOID HEIGHT- -33.84 GEOID90
MB3066
MB3066
MB3066 HORZ ORDER - FIRST
MB3066 VERT ORDER - SECOND
MB3066
MB3066
MB3066.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3066.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3066.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3066.COSE 1992
MB3066
MB3066; North East Scale Converg.
MB3066;SPC OH N - 172,712.429 688,890.342 0.99994253 +0 41 47.1 MT
MB3066;UTM 17 - 4,562,953.247 463,124.618 0.99961673 -0 17 23.5 MT
MB3066
MB3066: Primary Azimuth Mark Grid Az
MB3066:SPC OH N - HU 102 180 20 03.1
MB3066:UTM 17 - HU 102 181 19 13.7
MB3066
MB3066|---------------------------------------------------------------------|
MB3066| Pid Reference Object Distance Geod. AZ |
MB3066| dddmmss.ss|
MB3066| MB3065 HU 102 APPROX. 0.7 KM 1810150.2 |
MB3066|---------------------------------------------------------------------|
MB3066
MB3066_STATION MARK IS A SURVEY DISK
MB3066_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3066_THE MARK IS STAMPED: HU-103
MB3066
MB3066 HISTORY - Year Condition Recov. By
MB3066 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3066 HISTORY - 1992 GOOD COSE
MB3066
MB3066 STATION DESCRIPTION
MB3066
MB3066'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3066'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 1.6 MILES SOUTH OF
MB3066'THE VILLAGE OF HUDSON.
MB3066'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303 AND
MB3066'STATE ROUTE 91 PROCEED SOUTH ALONG STATE ROUTE 91 1.65 MILES TO THE
MB3066'STATION ON THE LEFT.
MB3066'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3066'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED HU-103. THE STATION IS
MB3066'77.0 FEET EAST FROM THE CENTERLINE OF THE NORTH BOUND LANES OF STATE
MB3066'ROUTE 91, 105.0 FEET SOUTH FROM CENTERLINE OF TEREX ROAD, 2.05 FEET
MB3066'NORTHWEST FROM A METAL WITNESS POST, AND 33.0 FEET NORTHEAST FROM A
MB3066'POWER POLE. THE STATION IS 742.73 METERS FROM STATION HU-102.
|
|
|
|
|
|
|
|
|
|
|
|
2260133.75
|
566640.875
|
0101000020960E00004C0EAB32533E4141B1242F63E14A2141
|
true
|
2013-07-23 10:27:00 -0400
|
false
|
41.21712064722222222223
|
-81.43990884166666666666
|
-81.4399088416667
|
41.2171206472221
|
2260134.39584521
|
566640.69371905
|
688890.341634303
|
172712.428870406
|
874
|
874
|
HU 116
|
MB3067
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 116
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
23.87781
|
N
|
81
|
27
|
4.5711
|
W
|
ADJUSTED
|
-33.89
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992.
|
OH N
|
175237.757
|
687907.251
|
0.99994365
|
+
|
0
|
41
|
20.3
|
|
MT
|
|
|
|
|
329.517
|
1081.089
|
ADJUST
|
|
0.88
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 0.6 MILES WEST OF
THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303 AND
STATE ROUTE 91 PROCEED WEST ALONG STATE ROUTE 303 0.6 MILES TO THE
STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE AND STAMPED HU-116. THE STATION IS 26.0 FEET NORTHEAST FROM A
CATCH BASIN IN THE CURB OF STATE ROUTE 303, 45.0 FEET NORTHWEST FROM
THE CENTERLINE OF STATE ROUTE 303, 32.0 FEET WEST FROM A MAN HOLE, AND
75.0 FEET SOUTHWEST FROM THE CENTERLINE OF BOSTON MILLS ROAD.
IT IS 2 FEET BELOW GROUND LEVEL IN A 6 INCH P.V.C. PIPE ON THE
NORTHEAST CORNER OF THE HUDSON PRESBYTERIAN CHURCH PROPERTY.
2.5 FEET NORTH OF THE SIDEWALK.
GOOD FOR GPS.
|
2022-01-12 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3067 ***********************************************************************
MB3067 DESIGNATION - HU 116
MB3067 PID - MB3067
MB3067 STATE/COUNTY- OH/SUMMIT
MB3067
MB3067 HORZ DATUM - NAD 83(1986)
MB3067 VERT DATUM - NAVD 88
MB3067
MB3067 POSITION - 41 14 23.87781(N) 081 27 04.57110(W) ADJUSTED
MB3067 83 minus 27 - +00.20180 -00.59690 NADCON
MB3067
MB3067 HEIGHT - 329.517 (meters) 1081.089 (feet) ADJUSTED
MB3067 ***********************************************************************
MB3067
MB3067 LAPLACE CORR- 0.88 DEFLEC90
MB3067 GEOID HEIGHT- -33.89 GEOID90
MB3067
MB3067
MB3067 HORZ ORDER - FIRST
MB3067 VERT ORDER - SECOND
MB3067
MB3067
MB3067.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3067.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3067.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3067.COSE 1992.
MB3067
MB3067; North East Scale Converg.
MB3067;SPC OH N - 175,237.757 687,907.251 0.99994365 +0 41 20.3 MT
MB3067;UTM 17 - 4,565,494.296 462,185.452 0.99961760 -0 17 51.0 MT
MB3067
MB3067
MB3067
MB3067_STATION MARK IS A SURVEY DISK
MB3067_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3067_THE MARK IS STAMPED: HU-116
MB3067
MB3067 HISTORY - Year Condition Recov. By
MB3067 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3067 HISTORY - 1992 GOOD COSE
MB3067
MB3067 STATION DESCRIPTION
MB3067
MB3067'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3067'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 0.6 MILES WEST OF
MB3067'THE VILLAGE OF HUDSON.
MB3067'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 303 AND
MB3067'STATE ROUTE 91 PROCEED WEST ALONG STATE ROUTE 303 0.6 MILES TO THE
MB3067'STATION ON THE RIGHT.
MB3067'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3067'CONCRETE SET 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON
MB3067'BOX AND STAMPED HU-116. THE STATION IS 26.0 FEET NORTHEAST FROM A
MB3067'CATCH BASIN IN THE CURB OF STATE ROUTE 303, 45.0 FEET NORTHWEST FROM
MB3067'THE CENTERLINE OF STATE ROUTE 303, 32.0 FEET WEST FROM A MAN HOLE, AND
MB3067'75.0 FEET SOUTHWEST FROM THE CENTERLINE OF BOSTON MILLS ROAD.
|
|
|
|
|
|
|
|
|
|
|
|
2256908.75
|
574926.3125
|
0101000020960E00000C431E8506384141F125CEBF9B8B2141
|
true
|
2013-07-24 09:55:00 -0400
|
false
|
41.23996605833333333333
|
-81.45126975
|
-81.45126975
|
41.2399660583332
|
2256909.03998602
|
574925.874619661
|
687907.251202241
|
175237.757059571
|
875
|
875
|
HU 119
|
MB3068
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 119
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 1992 GOOD COSEHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
13
|
57.96226
|
N
|
81
|
29
|
11.09621
|
W
|
ADJUSTED
|
-33.9
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
174403.541
|
684970.661
|
0.99994328
|
+
|
0
|
39
|
57.1
|
|
MT
|
|
|
|
|
308.583
|
1012.411
|
ADJUST
|
|
1.5
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.75 MILES
SOUTHWEST OF THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND STATE
ROUTE 303 PROCEED EAST ALONG STATE ROUTE 303 0.2 MILES TO THE STATION
ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
AND STAMPED HU-119. THE STATION IS 32.0 FEET NORTH FROM THE
CENTERLINE OF STATE ROUTE 303 AND 6.0 FEET SOUTH FROM A WITNESS
POST, 16.1 FEET SOUTHWEST OF POWER POLE #3. THE STATION IS
461.84 METERS FROM STATION BO-110.
ALSO 35 FEET EAST OF THE EXTENDED CENTERLINE OF TEREX RD.
STATION NOW IN NEW PAVEMENT
GOOD FOR GPS.
|
2022-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3068 ***********************************************************************
MB3068 DESIGNATION - HU 119
MB3068 PID - MB3068
MB3068 STATE/COUNTY- OH/SUMMIT
MB3068
MB3068 HORZ DATUM - NAD 83(1986)
MB3068 VERT DATUM - NAVD 88
MB3068
MB3068 POSITION - 41 13 57.96226(N) 081 29 11.09621(W) ADJUSTED
MB3068 83 minus 27 - +00.20187 -00.59100 NADCON
MB3068
MB3068 HEIGHT - 308.583 (meters) 1012.411 (feet) ADJUSTED
MB3068 ***********************************************************************
MB3068
MB3068 LAPLACE CORR- 1.50 DEFLEC90
MB3068 GEOID HEIGHT- -33.90 GEOID90
MB3068
MB3068
MB3068 HORZ ORDER - THIRD
MB3068 VERT ORDER - SECOND
MB3068
MB3068
MB3068.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3068.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3068.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3068.COSE 1992
MB3068
MB3068; North East Scale Converg.
MB3068;SPC OH N - 174,403.541 684,970.661 0.99994328 +0 39 57.1 MT
MB3068;UTM 17 - 4,564,711.015 459,235.892 0.99962045 -0 19 14.2 MT
MB3068
MB3068: Primary Azimuth Mark Grid Az
MB3068:SPC OH N - BO 110 261 09 11.2
MB3068:UTM 17 - BO 110 262 08 22.5
MB3068
MB3068|---------------------------------------------------------------------|
MB3068| Pid Reference Object Distance Geod. AZ |
MB3068| dddmmss.ss|
MB3068| MB3050 BO 110 461.820 METERS 2614908.3 |
MB3068|---------------------------------------------------------------------|
MB3068
MB3068_STATION MARK IS A SURVEY DISK
MB3068_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3068_THE MARK IS STAMPED: HU-119
MB3068
MB3068 HISTORY - Year Condition Recov. By
MB3068 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3068 HISTORY - 1992 GOOD COSE
MB3068
MB3068 STATION DESCRIPTION
MB3068
MB3068'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3068'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.75 MILES
MB3068'SOUTHWEST OF THE VILLAGE OF HUDSON.
MB3068'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 8 AND STATE
MB3068'ROUTE 303 PROCEED EAST ALONG STATE ROUTE 303 0.2 MILES TO THE STATION
MB3068'ON THE RIGHT.
MB3068'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3068'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
MB3068'AND STAMPED HU-119. THE STATION IS 32.0 FEET NORTH FROM THE
MB3068'CENTERLINE OF STATE ROUTE 303 AND 6.0 FEET SOUTH FROM A METAL WITNESS
MB3068'POST. THE STATION IS 461.84 METERS FROM STATION BO-110.
|
|
|
|
|
|
|
|
|
|
|
|
2247275.5
|
572189.5625
|
0101000020960E0000B35EAD49352541417FC601E739762141
|
true
|
2013-07-24 10:02:00 -0400
|
false
|
41.23276729444444444445
|
-81.48641561388888888889
|
-81.4864156138889
|
41.2327672944443
|
2247274.57560333
|
572188.95118542
|
684970.660585216
|
174403.541128382
|
876
|
876
|
HU 122
|
MB3069
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 122
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2014 GOOD COSE- 2017 GOOD COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
54.43719
|
N
|
81
|
24
|
39.93448
|
W
|
ADJUSTED
|
-33.91
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
178072.382
|
691239.927
|
0.99994506
|
+
|
0
|
42
|
55.3
|
|
MT
|
|
|
|
|
327.459
|
1074.338
|
ADJUST
|
|
0.99
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.3 MILES
NORTHEAST OF THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
STATE ROUTE 91 PROCEED EAST ALONG U.S. HIGHWAY 80 1.53 MILES TO ITS
INTERSECTION WITH STOW ROAD. TURN LEFT AND PROCEED NORTH ALONG STOW
ROAD 0.8 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
AND STAMPED HU-122. THE STATION IS 15.0 FEET WEST FROM THE CENTERLINE
OF STOW ROAD, 3.0 FEET EAST FROM A METAL WITNESS POST, AND 47 FEET
NORTH OF POWER POLE #2080009. ACROSS FROM DRIVE TO HOUSE #7605.
IN PAVEMENT 3 FEET EAST OF THE WEST EDGE OF PAVEMENT IN FRONT OF HOUSE
#7638 STOW RD. THE STATION IS 846.17 METERS FROM STATION HU-123.
NOT GOOD FOR GPS DUE TO BEING IN THE ROADWAY.
|
2017-10-31 00:00:00 -0400
|
SCE
|
Good
|
YES
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3069 ***********************************************************************
MB3069 DESIGNATION - HU 122
MB3069 PID - MB3069
MB3069 STATE/COUNTY- OH/SUMMIT
MB3069
MB3069 HORZ DATUM - NAD 83(1986)
MB3069 VERT DATUM - NAVD 88
MB3069
MB3069 POSITION - 41 15 54.43719(N) 081 24 39.93448(W) ADJUSTED
MB3069 83 minus 27 - +00.20087 -00.60255 NADCON
MB3069
MB3069 HEIGHT - 327.459 (meters) 1074.338 (feet) ADJUSTED
MB3069 ***********************************************************************
MB3069
MB3069 LAPLACE CORR- 0.99 DEFLEC90
MB3069 GEOID HEIGHT- -33.91 GEOID90
MB3069
MB3069
MB3069 HORZ ORDER - FIRST
MB3069 VERT ORDER - SECOND
MB3069
MB3069
MB3069.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3069.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3069.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3069.COSE 1992
MB3069
MB3069; North East Scale Converg.
MB3069;SPC OH N - 178,072.382 691,239.927 0.99994506 +0 42 55.3 MT
MB3069;UTM 17 - 4,568,270.213 465,565.326 0.99961459 -0 16 16.1 MT
MB3069
MB3069: Primary Azimuth Mark Grid Az
MB3069:SPC OH N - HU 123 178 34 06.1
MB3069:UTM 17 - HU 123 179 33 17.5
MB3069
MB3069|---------------------------------------------------------------------|
MB3069| Pid Reference Object Distance Geod. AZ |
MB3069| dddmmss.ss|
MB3069| MB3070 HU 123 APPROX. 0.8 KM 1791701.4 |
MB3069|---------------------------------------------------------------------|
MB3069
MB3069_STATION MARK IS A SURVEY DISK
MB3069_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3069_THE MARK IS STAMPED: HU-122
MB3069
MB3069 HISTORY - Year Condition Recov. By
MB3069 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3069
MB3069 STATION DESCRIPTION
MB3069
MB3069'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3069'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.3 MILES
MB3069'NORTHEAST OF THE VILLAGE OF HUDSON.
MB3069'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
MB3069'STATE ROUTE 91 PROCEED EAST ALONG U.S. HIGHWAY 80 1.53 MILES TO ITS
MB3069'INTERSECTION WITH STOW ROAD. TURN LEFT AND PROCEED NORTH ALONG STOW
MB3069'ROAD 0.8 MILES TO THE STATION ON THE LEFT.
MB3069'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3069'CONCRETE 2 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
MB3069'AND STAMPED HU-122. THE STATION IS 15.0 FEET WEST FROM THE CENTERLINE
MB3069'OF STOW ROAD, 3.0 FEET EAST FROM A METAL WITNESS POST, AND 34.0 FEET
MB3069'SOUTHEAST FROM POLE NUMBER 204009. THE STATION IS 846.17 METERS FROM
MB3069'STATION HU-123.
|
|
|
|
|
|
|
|
|
|
|
|
2267842.5
|
584225.8125
|
0101000020960E0000361F367F614D4141BD26AB9C43D42141
|
true
|
2014-01-16 08:44:00 -0500
|
false
|
41.26512144166666666667
|
-81.41109291111111111111
|
-81.4110929111111
|
41.2651214416665
|
2267842.99383917
|
584225.805993281
|
691239.927002033
|
178072.3818115
|
877
|
877
|
NF 112
|
CE0524
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 112
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW 2021 - GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
17
|
53.82123
|
N
|
81
|
32
|
54.56557
|
W
|
ADJUSTED
|
-33.89
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
181620.27
|
679687.649
|
0.9999472
|
+
|
0
|
37
|
30.3
|
|
MT
|
C
|
|
|
|
284.741
|
934.188
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF THE INTERSECTION
OF BOYDEN ROAD C.H. 164 AND McNEIL ROAD 58' SOUTH OF CENTERLINE OF
PAVEMENT OF McNEIL ROAD AND 15.2' EAST OF CENTERLINE OF PAVEMENT OF
BOYDEN ROAD. PROTECTED BY A SEVEN INCH ROUND IRON BOX.
|
2023-02-02 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0524 ***********************************************************************
CE0524 DESIGNATION - NF-112
CE0524 PID - CE0524
CE0524 STATE/COUNTY- OH/SUMMIT
CE0524 USGS QUAD -
CE0524
CE0524 HORZ DATUM - NAD 83(1986)
CE0524 VERT DATUM - NAVD 88
CE0524
CE0524 POSITION - 41 17 53.82123(N) 081 32 54.56557(W) ADJUSTED
CE0524 83 minus 27 -
CE0524
CE0524 HEIGHT - 284.741 (meters) 934.188 (feet) ADJUSTED GPS OBS
CE0524 88 minus 29 -
CE0524 ***********************************************************************
CE0524 LAPLACE CORR-
CE0524 GEOID HEIGHT- -33.893
CE0524
CE0524 HORZ ORDER - SECOND CLASS I
CE0524 VERT ORDER - SECOND
CE0524
CE0524.The horizontal coordinates were established by GPS observations
CE0524.and adjusted by Woolpert in March 1997.
CE0524
CE0524.The orthometric height was determined by differential leveling COSE 1990.
CE0524
CE0524
CE0524.The geoid height was determined by GEOID93.
CE0524
CE0524; North East Scale Converg.
CE0524;SPC OH N - 181620.270 679687.649 0.99994720 +0 37 30.34 MT
CE0524;SPC OH N - 595865.836 2229941.895 US SURVEY FEET
CE0524
CE0524_STATION MARK IS A SURVEY DISK
CE0524_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0524_THE MARK IS STAMPED: NF-112
CE0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0524+STABILITY: SURFACE MOTION
CE0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0524+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0524
CE0524 HISTORY - Year Condition Recov. By
CE0524 HISTORY - 1996 - GOOD COSE
CE0524 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0524 STATION DESCRIPTION
CE0524
CE0524'DESCRIBED BY COSE
CE0524'THE STATION IS LOCATED AT THE SOUTHEAST ANGLE OF THE INTERSECTION
CE0524'OF BOYDEN ROAD C.H. 164 AND McNEIL ROAD 58' SOUTH OF CENTERLINE OF
CE0524'PAVEMENT OF McNEIL ROAD AND 15.2' EAST OF CENTERLINE OF PAVEMENT OF
CE0524'BOYDEN ROAD. PROTECTED BY A SEVEN INCH ROUND IRON BOX.
CE0524
|
|
|
|
|
|
|
|
|
|
|
|
2229941.25
|
595865.4375
|
0101000020960E0000693CAEF25A034141275F91AB332F2241
|
true
|
2012-10-02 03:57:00 -0400
|
false
|
41.298283675
|
-81.54849043611111111111
|
-81.5484904361111
|
41.2982836749999
|
2229941.89594226
|
595865.835093473
|
679687.6492585
|
181620.269777013
|
878
|
878
|
BO 107
|
CE0528
|
OH
|
Summit
|
|
SCE
|
1989-12-31 19:00:00 -0500
|
Disk in Concrete
|
BO 107
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
15
|
45.20631
|
N
|
81
|
33
|
39.08737
|
W
|
ADJUSTED
|
-33.83
|
|
The horizontal coordinates were established by GPS observations
and adjusted by Woolpert in March 1997.
The orthometric height was determined by differential leveling COSE 1990.
The geoid height was determined by GEOID93.
|
OH N
|
177641.741
|
678694.678
|
0.9999449
|
+
|
0
|
37
|
1.0
|
|
MT
|
C
|
|
|
|
203.279
|
666.924
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG BOSTON MILLS ROAD 49' NORTHWEST FROM
THE POINT WHERE RIVERVIEW ROAD BREAKS RIGHT AND MERGES INTO BOSTON
MILLS ROAD 74' WEST FROM THE RAILROAD TRACKS 19' SOUTH FROM A THREE
RAIL FENCE 28' WEST SOUTHWEST FROM A POWER POLE #800 1059 AND 3'
WEST FROM A METAL WITNESS POST. PROTECTED BY A SEVEN INCH ROUND
IRON BOX.
THIS INTERSECTION HAS BEEN RECONFIGURATED
|
2013-01-14 19:00:00 -0500
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0528 ***********************************************************************
CE0528 DESIGNATION - BO-107
CE0528 PID - CE0528
CE0528 STATE/COUNTY- OH/SUMMIT
CE0528 USGS QUAD -
CE0528
CE0528 HORZ DATUM - NAD 83(1986)
CE0528 VERT DATUM - NAVD 88
CE0528
CE0528 POSITION - 41 15 45.20631(N) 081 33 39.08737(W) ADJUSTED
CE0528 83 minus 27 -
CE0528
CE0528 HEIGHT - 203.279 (meters) 666.924 (feet) ADJUSTED
CE0528 88 minus 29 -
CE0528 ***********************************************************************
CE0528 LAPLACE CORR-
CE0528 GEOID HEIGHT- -33.837
CE0528
CE0528 HORZ ORDER - SECOND CLASS I
CE0528 VERT ORDER - SECOND
CE0528
CE0528.The horizontal coordinates were established by GPS observations
CE0528.and adjusted by Woolpert in March 1997.
CE0528
CE0528.The orthometric height was determined by differential leveling COSE 1990.
CE0528
CE0528
CE0528.The geoid height was determined by GEOID93.
CE0528
CE0528; North East Scale Converg.
CE0528;SPC OH N - 177641.741 678694.678 0.99994490 +0 37 01.09 MT
CE0528;SPC OH N - 582812.945 2226684.123 US SURVEY FEET
CE0528
CE0528_STATION MARK IS A SURVEY DISK
CE0528_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0528_THE MARK IS STAMPED: BO-107
CE0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0528+STABILITY: SURFACE MOTION
CE0528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0528+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0528
CE0528 HISTORY - Year Condition Recov. By
CE0528 HISTORY - 1996 - GOOD COSE
CE0528 HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
CE0528
CE0528 STATION DESCRIPTION
CE0528
CE0528'DESCRIBED BY COSE
CE0528'THE STATION IS LOCATED ALONG BOSTON MILLS ROAD 49' NORTHWEST FROM
CE0528'THE POINT WHERE RIVERVIEW ROAD BREAKS RIGHT AND MERGES INTO BOSTON
CE0528'MILLS ROAD 74' WEST FROM THE RAILROAD TRACKS 19' SOUTH FROM A THREE
CE0528'RAIL FENCE 28' WEST SOUTHWEST FROM A POWER POLE #800 1059 AND 3'
CE0528'WEST FROM A METAL WITNESS POST. PROTECTED BY A SEVEN INCH ROUND
CE0528’IRON BOX.
CE0528
|
|
|
|
|
|
|
|
|
|
|
|
2226683.5
|
582813.1875
|
0101000020960E000074E9C20FFEFC4041D87536E439C92141
|
true
|
2013-01-17 09:44:00 -0500
|
false
|
41.26255730833333333333
|
-81.56085760277777777778
|
-81.5608576027778
|
41.2625573083332
|
2226684.12313574
|
582812.945727999
|
678694.67812113
|
177641.741141359
|
879
|
879
|
BO 105
|
CE0530
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 105
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2002 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW - GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
14
|
56.92807
|
N
|
81
|
33
|
25.88334
|
W
|
ADJUSTED
|
-33.81
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
176155.858
|
679018.105
|
0.9999442
|
+
|
0
|
37
|
9.7
|
|
MT
|
C
|
|
|
|
244.199
|
801.177
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG RIVERVIEW ROAD 211' NORTH OF
CENTERLINE OF PAVEMENT OF STINE ROAD 34' WEST OF CENTERLINE OF
PAVEMENT OF RIVERVIEW ROAD 33' NORTH OF DRIVEWAY FOR HOUSE #6454
RIVERVIEW ROAD AND 12' SOUTHWEST OF A POWER POLE #BO-921.
|
2021-12-30 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0530 ***********************************************************************
CE0530 DESIGNATION - BO-105
CE0530 PID - CE0530
CE0530 STATE/COUNTY- OH/SUMMIT
CE0530 USGS QUAD -
CE0530
CE0530 HORZ DATUM - NAD 83(1986)
CE0530 VERT DATUM - NAVD 88
CE0530
CE0530 POSITION - 41 14 56.92807(N) 081 33 25.88334(W) ADJUSTED
CE0530 83 minus 27 -
CE0530
CE0530 HEIGHT - 244.199 (meters) 801.177 (feet) ADJUSTED
CE0530 88 minus 29 -
CE0530 ***********************************************************************
CE0530 LAPLACE CORR-
CE0530 GEOID HEIGHT- -33.811
CE0530
CE0530 HORZ ORDER - SECOND CLASS I
CE0530 VERT ORDER - SECOND
CE0530
CE0530.The horizontal coordinates were established by GPS observations
CE0530.and adjusted by Woolpert in March 1997.
CE0530
CE0530.The orthometric height was determined by differential leveling COSE 1990.
CE0530
CE0530
CE0530.The geoid height was determined by GEOID93.
CE0530
CE0530; North East Scale Converg.
CE0530;SPC OH N - 176155.858 679018.105 0.99994420 +0 37 09.76 MT
CE0530;SPC OH N - 577938.011 2227745.233 US SURVEY FEET
CE0530
CE0530_STATION MARK IS A SURVEY DISK
CE0530_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0530_THE MARK IS STAMPED: BO-105
CE0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0530+STABILITY: SURFACE MOTION
CE0530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0530+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0530
CE0530 HISTORY - Year Condition Recov. By
CE0530 HISTORY - 1996 - GOOD COSE
CE0530 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0530 STATION DESCRIPTION
CE0530
CE0530'DESCRIBED BY COSE
CE0530'THE STATION IS LOCATED ALONG RIVERVIEW ROAD 211' NORTH OF
CE0530'CENTERLINE OF PAVEMENT OF STINE ROAD 34' WEST OF CENTERLINE OF
CE0530'PAVEMENT OF RIVERVIEW ROAD 33' NORTH OF DRIVEWAY FOR HOUSE #6454
CE0530'RIVERVIEW ROAD AND 12' SOUTHWEST OF A POWER POLE #BO-921.
CE0530
|
|
|
|
|
|
|
|
|
|
|
|
2227745.25
|
577937.5625
|
0101000020960E000088E7999D10FF40413AF5200624A32141
|
true
|
2011-01-26 02:15:00 -0500
|
false
|
41.24914668611111111111
|
-81.55718981666666666667
|
-81.5571898166667
|
41.249146686111
|
2227745.23125929
|
577938.011970199
|
679018.10452404
|
176155.858360216
|
880
|
880
|
HU 123
|
MB3070
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
HU 123
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE CREWHISTORY - 2004 GOOD COSE CREWHISTORY - 2014 GOOD COSE CREW - 2017 GOOD COSE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
15
|
27.01172
|
N
|
81
|
24
|
39.48011
|
W
|
ADJUSTED
|
-33.9
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
177226.559
|
691261.066
|
0.99994461
|
+
|
0
|
42
|
55.6
|
|
MT
|
|
|
|
|
323.5
|
1061.351
|
ADJUST
|
|
0.94
|
DEFLEC90
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.3 MILES
NORTHEAST OF THE VILLAGE OF HUDSON.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
STATE ROUTE 91 PROCEED EAST ALONG U.S. HIGHWAY 80 1.53 MILES TO ITS
INTERSECTION WITH STOW ROAD. TURN LEFT AND PROCEED NORTH ALONG STOW
ROAD 0.4 MILES TO THE STATION ON THE RIGHT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE SET 8 INCHES HIGH AND STAMPED HU-123. THE STATION IS
28.0 FEET EAST FROM THE CENTERLINE OF STOW ROAD, 34.0 FEET SOUTH FROM
CONCRETE DRIVE TO HOUSE # 7321, 13 FEET NORTHEAST OF A WATERVALVE
AND 29.7 FEET EAST OF A MONUMENT BOX ON THE CENTERLINE OF STOW RD.
THE STATION IS 846.17 METERS FROM STATION HU-122.
GOOD FOR GPS
|
2017-10-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3070 ***********************************************************************
MB3070 DESIGNATION - HU 123
MB3070 PID - MB3070
MB3070 STATE/COUNTY- OH/SUMMIT
MB3070
MB3070 HORZ DATUM - NAD 83(1986)
MB3070 VERT DATUM - NAVD 88
MB3070
MB3070 POSITION - 41 15 27.01172(N) 081 24 39.48011(W) ADJUSTED
MB3070 83 minus 27 - +00.20125 -00.60314 NADCON
MB3070
MB3070 HEIGHT - 323.500 (meters) 1061.351 (feet) ADJUSTED
MB3070 ***********************************************************************
MB3070
MB3070 LAPLACE CORR- 0.94 DEFLEC90
MB3070 GEOID HEIGHT- -33.90 GEOID90
MB3070
MB3070
MB3070 HORZ ORDER - THIRD
MB3070 VERT ORDER - SECOND
MB3070
MB3070
MB3070.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3070.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3070.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3070.COSE 1992
MB3070
MB3070; North East Scale Converg.
MB3070;SPC OH N - 177,226.559 691,261.066 0.99994461 +0 42 55.6 MT
MB3070;UTM 17 - 4,567,424.430 465,571.897 0.99961459 -0 16 15.6 MT
MB3070
MB3070: Primary Azimuth Mark Grid Az
MB3070:SPC OH N - HU 122 358 34 06.1
MB3070:UTM 17 - HU 122 359 33 17.3
MB3070
MB3070|---------------------------------------------------------------------|
MB3070| Pid Reference Object Distance Geod. AZ |
MB3070| dddmmss.ss|
MB3070| MB3069 HU 122 APPROX. 0.8 KM 3591701.7 |
MB3070|---------------------------------------------------------------------|
MB3070
MB3070_STATION MARK IS A SURVEY DISK
MB3070_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3070_THE MARK IS STAMPED: HU-123
MB3070
MB3070 HISTORY - Year Condition Recov. By
MB3070 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3070
MB3070 STATION DESCRIPTION
MB3070
MB3070'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3070'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 2.3 MILES
MB3070'NORTHEAST OF THE VILLAGE OF HUDSON.
MB3070'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
MB3070'STATE ROUTE 91 PROCEED EAST ALONG U.S. HIGHWAY 80 1.53 MILES TO ITS
MB3070'INTERSECTION WITH STOW ROAD. TURN LEFT AND PROCEED NORTH ALONG STOW
MB3070'ROAD 0.4 MILES TO THE STATION ON THE RIGHT.
MB3070'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3070'CONCRETE SET FLUSH WITH THE GROUND AND STAMPED HU-123. THE STATION IS
MB3070'28.0 FEET EAST FROM THE CENTERLINE OF STOW ROAD, 34.0 FEET SOUTH FROM
MB3070'CONCRETE DRIVE TO HOUSE NUMBER 7321, 11.5 FEET NORTH FROM A WATERLINE
MB3070'MARKER, 18.0 FEET NORTHEAST FROM A WATERLINE MANHOLE. THE STATION IS
MB3070'846.17 METERS FROM STATION HU-122.
|
|
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|
|
|
|
|
|
|
2267912.75
|
581450.875
|
0101000020960E000083015F2C844D4141853A309A95BE2141
|
true
|
2014-01-16 08:45:00 -0500
|
false
|
41.25750325555555555556
|
-81.41096669722222222222
|
-81.4109666972222
|
41.2575032555554
|
2267912.34664935
|
581450.801149205
|
691261.065780853
|
177226.558643377
|
896
|
896
|
BO 115
|
CE0531
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 115
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
14
|
43.25879
|
N
|
81
|
34
|
36.07542
|
W
|
ADJUSTED
|
-33.79
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175716.73
|
677388.495
|
0.9999439
|
+
|
0
|
36
|
23.6
|
|
MT
|
C
|
|
|
|
285.76
|
935.891
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303 0.5 MILES EAST OF STINE/MAJOR
ROADS 1.2 MILES WEST OF RIVERVIEW ROAD 47' WEST OF CENTERLINE OF
DRIVEWAY FOR HOUSE #2427 15' WEST OF A TELEPHONE POWER POLE 29'
NORTH OF CENTERLINE OF PAVEMENT OF S.R. 303 AND 2' EAST OF A METAL
WITNESS POST.
|
2021-12-05 00:00:00 -0500
|
COSE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0531 ***********************************************************************
CE0531 DESIGNATION - BO-115
CE0531 PID - CE0531
CE0531 STATE/COUNTY- OH/SUMMIT
CE0531 USGS QUAD -
CE0531
CE0531 HORZ DATUM - NAD 83(1986)
CE0531 VERT DATUM - NAVD 88
CE0531
CE0531 POSITION - 41 14 43.25879(N) 081 34 36.07542(W) ADJUSTED
CE0531 83 minus 27 -
CE0531
CE0531 HEIGHT - 285.760 (meters) 935.891 (feet) ADJUSTED
CE0531 88 minus 29 -
CE0531 ***********************************************************************
CE0531 LAPLACE CORR-
CE0531 GEOID HEIGHT- -33.794
CE0531
CE0531 HORZ ORDER - THIRD
CE0531 VERT ORDER - SECOND
CE0531
CE0531.The horizontal coordinates were established by GPS observations
CE0531.and adjusted by Woolpert in March 1997.
CE0531
CE0531.The orthometric height was determined by differential leveling COSE 1990.
CE0531
CE0531
CE0531.The geoid height was determined by GEOID93.
CE0531
CE0531; North East Scale Converg.
CE0531;SPC OH N - 175716.730 677388.495 0.99994390 +0 36 23.65 MT
CE0531;SPC OH N - 576497.305 2222398.754 US SURVEY FEET
CE0531
CE0531_STATION MARK IS A SURVEY DISK
CE0531_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0531_THE MARK IS STAMPED: BO-115
CE0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0531+STABILITY: SURFACE MOTION
CE0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0531+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0531
CE0531 HISTORY - Year Condition Recov. By
CE0531 HISTORY - 1996 - GOOD COSE
CE0531 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0531 STATION DESCRIPTION
CE0531
CE0531'DESCRIBED BY COSE
CE0531'THE STATION IS LOCATED ALONG S.R. 303 0.5 MILES EAST OF STINE/MAJOR
CE0531'ROADS 1.2 MILES WEST OF RIVERVIEW ROAD 47' WEST OF CENTERLINE OF
CE0531'DRIVEWAY FOR HOUSE #2427 15' WEST OF A TELEPHONE POWER POLE 29'
CE0531'NORTH OF CENTERLINE OF PAVEMENT OF S.R. 303 AND 2' EAST OF A METAL
CE0531'WITNESS POST.
CE0531
|
|
|
|
|
|
|
|
|
|
|
|
2222398.0
|
576497.375
|
0101000020960E00005F568F609FF440410DE1269DE2972141
|
true
|
2011-01-26 02:20:00 -0500
|
false
|
41.24534966388888888889
|
-81.57668761666666666667
|
-81.5766876166666
|
41.2453496638887
|
2222398.75437431
|
576497.306937249
|
677388.495110279
|
175716.730587917
|
897
|
897
|
BO 113
|
CE0533
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 113
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2002 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
14
|
29.23511
|
N
|
81
|
33
|
17.01922
|
W
|
ADJUSTED
|
-33.79
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
175303.873
|
679233.72
|
0.9999437
|
+
|
0
|
37
|
15.5
|
|
MT
|
C
|
|
|
|
235.75
|
773.458
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG S.R. 303 82' EAST OF CENTERLINE OF
PAVEMENT OF RIVERVIEW ROAD 26.5' NORTH OF CENTERLINE OF PAVEMENT OF
S.R. 303, 13.4' NORTHEAST FROM A POWER POLE #BO-503, 3' EAST OF A
METAL WITNESS POST. THIS STATION IS LOCATED IN FRONT OF THE BOSTON
TOWNSHIP TOWN HALL.
|
2019-08-08 00:00:00 -0400
|
SCE
|
Good
|
GOOD
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0533 ***********************************************************************
CE0533 DESIGNATION - BO-113
CE0533 PID - CE0533
CE0533 STATE/COUNTY- OH/SUMMIT
CE0533 USGS QUAD -
CE0533
CE0533 HORZ DATUM - NAD 83(1986)
CE0533 VERT DATUM - NAVD 88
CE0533
CE0533 POSITION - 41 14 29.23511(N) 081 33 17.01922(W) ADJUSTED
CE0533 83 minus 27 -
CE0533
CE0533 HEIGHT - 235.750 (meters) 773.458 (feet) ADJUSTED GPS OBS
CE0533 88 minus 29 -
CE0533 ***********************************************************************
CE0533 LAPLACE CORR-
CE0533 GEOID HEIGHT- -33.796
CE0533
CE0533 HORZ ORDER - THIRD
CE0533 VERT ORDER - SECOND
CE0533
CE0533.The horizontal coordinates were established by GPS observations
CE0533.and adjusted by Woolpert in March 1997.
CE0533
CE0533.The orthometric height was determined by differential leveling COSE 1990.
CE0533
CE0533
CE0533.The geoid height was determined by GEOID93.
CE0533
CE0533; North East Scale Converg.
CE0533;SPC OH N - 175303.873 679233.720 0.99994370 +0 37 15.58 MT
CE0533;SPC OH N - 575142.790 2228452.630 US SURVEY FEET
CE0533
CE0533_STATION MARK IS A SURVEY DISK
CE0533_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0533_THE MARK IS STAMPED: BO-113
CE0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0533+STABILITY: SURFACE MOTION
CE0533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0533+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0533
CE0533 HISTORY - Year Condition Recov. By
CE0533 HISTORY - 1996 - GOOD COSE
CE0533 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0533 STATION DESCRIPTION
CE0533
CE0533'DESCRIBED BY COSE
CE0533'THE STATION IS LOCATED ALONG S.R. 303 82' EAST OF CENTERLINE OF
CE0533'PAVEMENT OF RIVERVIEW ROAD 26.5' NORTH OF CENTERLINE OF PAVEMENT OF
CE0533'S.R. 303 13.4' NORTHEAST FROM A POWER POLE #60051 3' EAST OF A
CE0533'METAL WITNESS POST. THIS STATION IS LOCATED IN FRONT OF THE BOSTON
CE0533'TOWNSHIP TOWN HALL.
CE0533
|
|
|
|
|
|
|
|
|
|
|
|
2228453.25
|
575143.125
|
0101000020960E0000FDD6945072004141FF010E944D8D2141
|
true
|
2011-01-12 03:06:00 -0500
|
false
|
41.24145419722222222222
|
-81.55472756111111111111
|
-81.5547275611111
|
41.2414541972221
|
2228452.62954223
|
575142.789169371
|
679233.719951912
|
175303.87274655
|
898
|
898
|
BO 103
|
CE0534
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 103
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2002 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW HISTORY 2016 DAMAGED SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
16.79553
|
N
|
81
|
32
|
56.7602
|
W
|
ADJUSTED
|
-33.75
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling COSE 1990.The geoid height was determined by GEOID93.
|
OH N
|
173074.532
|
679729.768
|
0.9999427
|
+
|
0
|
37
|
28.8
|
|
MT
|
C
|
|
|
|
225.798
|
740.807
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
SECOND
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG AKRON-PENINSULA ROAD AT THE SOUTHEAST
ANGLE OF THE INTERSECTION OF AKRON-PENINSULA AND QUICK ROADS. IT
IS ALSO 82' SOUTH OF CENTERLINE OF PAVEMENT OF QUICK ROAD 30' EAST
OF CENTERLINE OF PAVEMENT OF AKRON-PENINSULA ROAD 2' EAST OF A
METAL WITNESS POST 78.3' NORTH OF A TELEPHONE POLE #4001040 AND
75.5' SOUTHWEST OF A 24" HICKORY.
|
2021-11-08 00:00:00 -0500
|
SCE
|
Damaged
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0534 ***********************************************************************
CE0534 DESIGNATION - BO-103
CE0534 PID - CE0534
CE0534 STATE/COUNTY- OH/SUMMIT
CE0534 USGS QUAD -
CE0534
CE0534 HORZ DATUM - NAD 83(1986)
CE0534 VERT DATUM - NAVD 88
CE0534
CE0534 POSITION - 41 13 16.79553(N) 081 32 56.76020(W) ADJUSTED
CE0534 83 minus 27 -
CE0534
CE0534 HEIGHT - 225.798 (meters) 740.807 (feet) ADJUSTED
CE0534 88 minus 29 -
CE0534 ***********************************************************************
CE0534 LAPLACE CORR-
CE0534 GEOID HEIGHT- -33.750
CE0534
CE0534 HORZ ORDER - FIRST
CE0534 VERT ORDER - SECOND
CE0534
CE0534.The horizontal coordinates were established by GPS observations
CE0534.and adjusted by Woolpert in March 1997.
CE0534
CE0534.The orthometric height was determined by differential leveling COSE 1990.
CE0534
CE0534
CE0534.The geoid height was determined by GEOID93.
CE0534
CE0534; North East Scale Converg.
CE0534;SPC OH N - 173074.532 679729.768 0.99994270 +0 37 28.89 MT
CE0534;SPC OH N - 567828.694 2230080.081 US SURVEY FEET
CE0534
CE0534_STATION MARK IS A SURVEY DISK
CE0534_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0534_THE MARK IS STAMPED: BO-103
CE0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0534+STABILITY: SURFACE MOTION
CE0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0534+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0534
CE0534 HISTORY - Year Condition Recov. By
CE0534 HISTORY - 1996 - GOOD COSE
CE0534 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0534
CE0534 STATION DESCRIPTION
CE0534
CE0534'DESCRIBED BY COSE
CE0534'THE STATION IS LOCATED ALONG AKRON-PENINSULA ROAD AT THE SOUTHEAST
CE0534'ANGLE OF THE INTERSECTION OF AKRON-PENINSULA AND QUICK ROADS. IT
CE0534'IS ALSO 82' SOUTH OF CENTERLINE OF PAVEMENT OF QUICK ROAD 30' EAST
CE0534'OF CENTERLINE OF PAVEMENT OF AKRON-PENINSULA ROAD 2' EAST OF A
CE0534'METAL WITNESS POST 78.3' NORTH OF A TELEPHONE POLE #4001040 AND
CE0534'75.5' SOUTHWEST OF A 24" HICKORY.
CE0534
|
|
|
|
|
|
|
|
|
|
|
|
2230079.25
|
567828.875
|
0101000020960E0000E5D74D0AA0034141D673B16229542141
|
true
|
2011-01-12 08:07:00 -0500
|
false
|
41.22133209166666666667
|
-81.54910005555555555555
|
-81.5491000555555
|
41.2213320916665
|
2230080.08050059
|
567828.692760105
|
679729.767996116
|
173074.531702324
|
137
|
137
|
CP 16
|
CE1015
|
OH
|
Summit
|
|
|
|
Disk
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 1998 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2011 - GOOD COSE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
6
|
38.04
|
N
|
81
|
41
|
14.04
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1152.33
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG MEDINA LINE ROAD 1.2 MILES
NORTH OF S.R. 162 IN THE SOUTH END OF EAST CONCRETE
HEADWALL OF CULVERT NORTH OF HOUSE #940 MEDINA LINE ROAD.
55 FEET NORTHEAST OF TELEPHONE POLE #1159/53
|
2018-07-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1015 *********************************************************************
CE1015 DESIGNATION - CP 16
CE1015 PID - CE1015
CE1015 STATE/COUNTY- OH/SUMMIT
CE1015
CE1015 HORZ DATUM - NAD 83(1986)
CE1015 VERT DATUM - NGVD 29
CE1015
CE1015 POSITION - 41 06 38.04 (N) 081 41 14.04 (W) SCALED
CE1015 83 MINUS 27 -
CE1015
CE1015 HEIGHT - (meters) 1152.33 (feet) ADJUST
CE1015 88 MINUS 29 -
CE1015 *********************************************************************
CE1015
CE1015 VERT ORDER - THIRD
CE1015
CE1015 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1015 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1015 BY DIFFERENTIAL LEVELING USGS 1950's.
CE1015
CE1015_STATION MARK IS A SURVEY DISK
CE1015_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF A CULVERT
CE1015_THE MARK IS STAMPED: NO STAMP
CE1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1015+STABILITY: SURFACE MOTION
CE1015_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1015+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1015
CE1015 HISTORY - Year Condition Recov. By
CE1015 HISTORY - 1996 - GOOD COSE
CE1015 HISTORY - 1998 - GOOD COSE
CE1015 STATION DESCRIPTION
CE1015
CE1015 DESCRIBED BY COSE
CE1015 THE STATION IS LOCATED ALONG MEDINA LINE ROAD 1.2 MILES
CE1015 NORTH OF S.R. 162 IN THE SOUTH END OF EAST CONCRETE
CE1015 HEADWALL OF CULVERT NORTH OF HOUSE #940 MEDINA LINE ROAD.
CE1015
|
|
|
|
|
|
|
|
|
|
|
|
2192461.0
|
527085.4375
|
0101000020960E00004161F55925BA4041776CF74CE4152041
|
true
|
2011-02-04 09:33:00 -0500
|
false
|
41.11056666666666666667
|
-81.68723333333333333333
|
-81.6872333333334
|
41.1105666666665
|
2192458.7028009
|
527090.150325193
|
668262.749139212
|
160657.3991339
|
138
|
138
|
49 RHP 1956 1010
|
CE1036
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
45 RHP 1956 1010
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - FOUND COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2002 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2013 - GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
56
|
22.6
|
N
|
81
|
32
|
3.41
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1010.54
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS FR-24
THE STATION IS LOCATED 29.0' SOUTH AND 66.0' EAST OF THE INTERSECTION OF SOUTH MAIN STREET AND EAST NIMISILA ROAD. 4.0' WEST OF A 6" PINE TREE IN A CONCRETE POST.
MONUMENT MAY HAVE BEEN MOVED BY TREE ROOTS.
FAIR FOR GPS
|
2022-01-21 00:00:00 -0500
|
SCE
|
Poor
|
Poor
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1036 *********************************************************************
CE1036 DESIGNATION - 49 RHP 1956 1010
CE1036 PID - CE1036
CE1036 STATE/COUNTY- OH/SUMMIT
CE1036
CE1036 HORZ DATUM - NAD 83(1986)
CE1036 VERT DATUM - NGVD 29
CE1036
CE1036 POSITION - 40 56 22.60 (N) 081 32 03.41 (W) SCALED
CE1036 83 MINUS 27 -
CE1036
CE1036 HEIGHT - (meters) 1010.54 (feet) ADJUST
CE1036 88 MINUS 29 -
CE1036 *********************************************************************
CE1036
CE1036 VERT ORDER - THIRD
CE1036
CE1036 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1036 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1036 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1036
CE1036_STATION MARK IS A SURVEY DISK
CE1036_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1036_THE MARK IS STAMPED: 45 RHP 1956 1010
CE1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1036+STABILITY: SURFACE MOTION
CE1036_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1036+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1036
CE1036 HISTORY - Year Condition Recov. By
CE1036 HISTORY - 1989 - FOUND COSE
CE1036 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1036 STATION DESCRIPTION
CE1036
CE1036 DESCRIBED BY COSE ALSO KNOWN AS FR-24
CE1036 THE STATION IS LOCATED 29.0' SOUTH AND 66.0' EAST OF THE
CE1036 INTERSECTION OF SOUTH MAIN STREET AND EAST NIMISILA
CE1036 ROAD 4.0' WEST OF A 6" PINE TREE IN A CONCRETE POST.
CE1036
|
|
|
|
|
|
|
|
|
|
|
|
2235325.75
|
465179.65625
|
0101000020960E0000EA644288CE0D41415B3F447D5E651C41
|
true
|
2013-01-11 01:59:00 -0500
|
false
|
40.93961111111111111111
|
-81.53428055555555555555
|
-81.5342805555555
|
40.939611111111
|
2235293.06452619
|
465239.622330656
|
681318.68870496
|
141805.320497008
|
139
|
139
|
51 RHP 1956 1031
|
CE1043
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
Disk in Concrete
|
51 RHP 1956 1031
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - UNABLE TO LOCATE COSEHISTORY - 2000 - GOOD COSE SURVEY CREWHISTORY - 2002 - GOOD COSE SURVEY CREWHISTORY - 2012 GOOD COSE SURVEY CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
40
|
56
|
27.42
|
N
|
81
|
30
|
55.07
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1031.335
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS GR-4
THE STATION IS LOCATED AT THE INTERSECTION OF EAST NIMISILA ROAD AND CHRISTMAN ROAD, 66.0' SOUTH AND 28.0' EAST OF CROSSROADS, 2.0' NORTHEAST OF POWER
POLE #92764. 54.5 FEET EAST OF POLE GR-4090
|
2018-05-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1043 *********************************************************************
CE1043 DESIGNATION - 51 RHP 1956 1031
CE1043 PID - CE1043
CE1043 STATE/COUNTY- OH/SUMMIT
CE1043
CE1043 HORZ DATUM - NAD 83(1986)
CE1043 VERT DATUM - NGVD 29
CE1043
CE1043 POSITION - 40 56 27.42 (N) 081 30 55.07 (W) SCALED
CE1043 83 MINUS 27 -
CE1043
CE1043 HEIGHT - (meters) 1031.335 (feet) ADJUST
CE1043 88 MINUS 29 -
CE1043 *********************************************************************
CE1043
CE1043 VERT ORDER - THIRD
CE1043
CE1043 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1043 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1043 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1043
CE1043_STATION MARK IS A SURVEY DISK
CE1043_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1043_THE MARK IS STAMPED: 51 RHP 1956 1031
CE1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1043+STABILITY: SURFACE MOTION
CE1043_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1043+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1043
CE1043 HISTORY - Year Condition Recov. By
CE1043 HISTORY - 1989 - UNABLE TO LOCATE COSE
CE1043 STATION DESCRIPTION
CE1043
CE1043 DESCRIBED BY COSE ALSO KNOWN AS GR-4
CE1043 THE STATION IS LOCATED AT THE INTERSECTION OF EAST
CE1043 NIMISILA ROAD AND CHRISTMAN ROAD 66.0' SOUTH AND
CE1043 28.0' EAST OF CROSSROADS 2.0' NORTHEAST OF POWER
CE1043 POLE #92764.
CE1043
|
|
|
|
|
|
|
|
|
|
|
|
2240538.5
|
465743.84375
|
0101000020960E0000D2829FDE09184141D619F116E86D1C41
|
true
|
2012-10-10 06:52:00 -0400
|
false
|
40.94095
|
-81.51529722222222222222
|
-81.5152972222222
|
40.9409499999999
|
2240531.73924289
|
465786.022404102
|
682915.439952113
|
141971.86357248
|
149
|
149
|
CAK E
|
KY3406
|
OH
|
Summit
|
|
NGS
|
1975-12-31 19:00:00 -0500
|
DISK
|
CAK E 1976
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1976 STATION MONUMENTED NATIONAL GEODETIC SURVEY
HISTORY - 1977 NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
55
|
14.77111
|
N
|
81
|
25
|
57.77181
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING. THE
VERTICAL NETWORK TIE WAS PERFORMED BY A HORIZONTAL FIELD PARTY FOR
HORIZONTAL OBSERVATION REDUCTIONS. RESET PROCEDURES WERE USED TO
ESTABLISH THE ELEVATION.
|
OH N
|
139812.897
|
689896.294
|
0.99994241
|
+
|
0
|
42
|
4.2
|
|
MT
|
|
|
|
|
374.26
|
1227.9
|
LEVELING
|
|
-1.39
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME.
THE STATION IS LOCATED APPROXIMATELY 10 MILES SOUTH OF AKRON,
9 MILES NORTH-NORTHWEST OF CANTON, ON THE CANTON AKRON AIRPORT
AND AT THE NORTH END OF RUNWAY 23. PERMISSION WAS GRANTED BY
MR. FRED KRUM, AIRPORT MANAGER, PHONE 216-499-4221
TO REACH FROM THE AKRON CANTON AIRPORT EXCHANGE OF INTERSTATE
77, GO WEST ON PAVED STREET FOR 0.15 MILE TO A CROSSROAD. TURN
RIGHT AND GO NORTH ON PAVED STREET FOR 0.3 MILE TO A SIDE ROAD
LEFT, JUPITER STREET, TURN LEFT AND GO WEST FOR 0.1 MILE
TO THE ENTRANCE TO THE B.F. GOODRICH PARKING LOT ON THE RIGHT.
TURN RIGHT AND GO NORTH THROUGH PARKING LOT FOR 0.05 MILE TO A
TAXIWAY. TURN LEFT AND GO NORTHWEST CROSSING TAXIWAY FOR 0.05
MILE TO THE END OF A CABLE FENCE ON NORTH SIDE OF TAXIWAY,
TURN RIGHT AND GO NORTH ON THE EDGE OF A RIDGE FOR 0.05 MILE
TO THE STATION
STATION MARK, STAMPED---CAK E 1976---, IS A NATIONAL OCEAN
SURVEY DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
FLUSH WITH THE GROUND SURFACE. IT IS 142 FEET NORTH OF THE END
OF A CABLE FENCE AND 97 FEET EAST OF A HOLDING BAR ON TAXIWAY.
REFERENCE MARK 1, STAMPED---CAK E 1976 NO 1 1977---, IS A
STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE
CEMENTED IN THE GROUND AND FLUSH WITH THE GROUND SURFACE. IT
IS 173 FEET NORTH OF THE END OF THE CABLE FENCE AND 79 FEET
EAST-NORTHEAST OF THE HOLDING BAR ON TAXIEWAY.
REFERENCE MARK 2, STAMPED---CAK E 1976 NO 2 1977---, IS A
STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE
CEMENTED IN THE GROUND AND FLUSH WITH THE GROUND SURFACE.
IT IS 141 FEET NORTH-NORTHWEST OF THE END OF THE CABLE FENCE
AND 79 FEET EAST OF THE HOLDING BAR ON TAXIWAY.
HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.39 METERS.
INTERSECTION STATION AIRPORT BCN AKRON CANTON APT CAN BE
USED AS AN AZIMUTH MARK.
DESCRIBED BY J.G. FREDRICK
|
|
|
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3406 ***********************************************************************
KY3406 DESIGNATION - CAK E
KY3406 PID - KY3406
KY3406 STATE/COUNTY- OH/SUMMIT
KY3406
KY3406 HORZ DATUM - NAD 83(1986)
KY3406 VERT DATUM - NGVD 29
KY3406
KY3406 POSITION - 40 55 14.77111(N) 081 25 57.77181(W) ADJUSTED
KY3406 83 minus 27 - +00.20539 -00.60349 ADJUSTED
KY3406
KY3406 HEIGHT - 374.26 (meters) 1227.9 (feet) LEVELING
KY3406 ***********************************************************************
KY3406
KY3406 LAPLACE CORR- -1.39 DEFLEC90
KY3406 GEOID HEIGHT- -33.45 GEOID90
KY3406
KY3406
KY3406 HORZ ORDER - SECOND
KY3406 VERT ORDER - THIRD ?
KY3406
KY3406
KY3406.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3406.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
KY3406.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING. THE
KY3406.VERTICAL NETWORK TIE WAS PERFORMED BY A HORIZONTAL FIELD PARTY FOR
KY3406.HORIZONTAL OBSERVATION REDUCTIONS. RESET PROCEDURES WERE USED TO
KY3406.ESTABLISH THE ELEVATION.
KY3406
KY3406; North East Scale Converg.
KY3406;SPC OH N - 139,812.897 689,896.294 0.99994241 +0 42 04.2 MT
KY3406;UTM 17 - 4,530,051.935 463,564.464 0.99961634 -0 17 00.4 MT
KY3406
KY3406: Primary Azimuth Mark Grid Az
KY3406:SPC OH N - AIRPORT BCN AKRON CANTON APT 207 10 52.5
KY3406:UTM 17 - AIRPORT BCN AKRON CANTON APT 208 09 57.1
KY3406
KY3406|---------------------------------------------------------------------|
KY3406| Pid Reference Object Distance Geod. AZ |
KY3406| dddmmss.ss|
KY3406| CAK E RM 1 9.450 METERS 00449 |
KY3406| KY3405 AIRPORT BCN AKRON CANTON APT APPROX. 0.7 KM 2075256.7 |
KY3406| KY3407 CAK E RM 2 5.318 METERS 26630 |
KY3406|---------------------------------------------------------------------|
KY3406
KY3406
KY3406 HISTORY - Year Condition Recov. By
KY3406 HISTORY - 1976 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3406 HISTORY - 1977 NATIONAL GEODETIC SURVEY
KY3406
KY3406 STATION DESCRIPTION
KY3406
KY3406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
KY3406'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
KY3406'REFERENCE MARKS 1 AND 2 WERE ESTABLISHED AT THIS TIME.
KY3406'
KY3406'THE STATION IS LOCATED APPROXIMATELY 10 MILES SOUTH OF AKRON,
KY3406'9 MILES NORTH-NORTHWEST OF CANTON, ON THE CANTON AKRON AIRPORT
KY3406'AND AT THE NORTH END OF RUNWAY 23. PERMISSION WAS GRANTED BY
KY3406'MR. FRED KRUM, AIRPORT MANAGER, PHONE 216-499-4221
KY3406'
KY3406'TO REACH FROM THE AKRON CANTON AIRPORT EXCHANGE OF INTERSTATE
KY3406'77, GO WEST ON PAVED STREET FOR 0.15 MILE TO A CROSSROAD. TURN
KY3406'RIGHT AND GO NORTH ON PAVED STREET FOR 0.3 MILE TO A SIDE ROAD
KY3406'LEFT, JUPITER STREET, TURN LEFT AND GO WEST FOR 0.1 MILE
KY3406'TO THE ENTRANCE TO THE B.F. GOODRICH PARKING LOT ON THE RIGHT.
KY3406'TURN RIGHT AND GO NORTH THROUGH PARKING LOT FOR 0.05 MILE TO A
KY3406'TAXIWAY. TURN LEFT AND GO NORTHWEST CROSSING TAXIWAY FOR 0.05
KY3406'MILE TO THE END OF A CABLE FENCE ON NORTH SIDE OF TAXIWAY,
KY3406'TURN RIGHT AND GO NORTH ON THE EDGE OF A RIDGE FOR 0.05 MILE
KY3406'TO THE STATION
KY3406'
KY3406'STATION MARK, STAMPED---CAK E 1976---, IS A NATIONAL OCEAN
KY3406'SURVEY DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
KY3406'FLUSH WITH THE GROUND SURFACE. IT IS 142 FEET NORTH OF THE END
KY3406'OF A CABLE FENCE AND 97 FEET EAST OF A HOLDING BAR ON TAXIWAY.
KY3406'
KY3406'REFERENCE MARK 1, STAMPED---CAK E 1976 NO 1 1977---, IS A
KY3406'STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE
KY3406'CEMENTED IN THE GROUND AND FLUSH WITH THE GROUND SURFACE. IT
KY3406'IS 173 FEET NORTH OF THE END OF THE CABLE FENCE AND 79 FEET
KY3406'EAST-NORTHEAST OF THE HOLDING BAR ON TAXIEWAY.
KY3406'
KY3406'REFERENCE MARK 2, STAMPED---CAK E 1976 NO 2 1977---, IS A
KY3406'STANDARD DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE
KY3406'CEMENTED IN THE GROUND AND FLUSH WITH THE GROUND SURFACE.
KY3406'IT IS 141 FEET NORTH-NORTHWEST OF THE END OF THE CABLE FENCE
KY3406'AND 79 FEET EAST OF THE HOLDING BAR ON TAXIWAY.
KY3406'
KY3406'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.39 METERS.
KY3406'INTERSECTION STATION AIRPORT BCN AKRON CANTON APT CAN BE
KY3406'USED AS AN AZIMUTH MARK.
KY3406'
KY3406'DESCRIBED BY J.G. FREDRICK
KY3406'
|
|
|
|
|
|
|
|
|
|
|
|
2263434.25
|
458702.4375
|
0101000020960E00001F1DFC60C54441419A6F2E403BFF1B41
|
true
|
2004-11-15 10:45:00 -0500
|
false
|
40.92076975277777777778
|
-81.43271439166666666667
|
-81.4327143916667
|
40.9207697527776
|
2263434.7576939
|
458702.812677139
|
689896.293937689
|
139812.896929766
|
150
|
150
|
CAK E RM 2
|
KY3407
|
OH
|
Summit
|
|
NGS
|
1976-12-31 19:00:00 -0500
|
DISK
|
CAK E NO 2 1977
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
|
NAD 83(1986)
|
SECOND
|
false
|
40
|
55
|
14.76058
|
N
|
81
|
25
|
57.99867
|
W
|
ADJUSTED
|
-33.45
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING. THE
VERTICAL NETWORK TIE WAS PERFORMED BY A HORIZONTAL FIELD PARTY FOR
HORIZONTAL OBSERVATION REDUCTIONS. RESET PROCEDURES WERE USED TO
ESTABLISH THE ELEVATION.
|
OH N
|
139812.507
|
689890.99
|
0.99994241
|
+
|
0
|
42
|
4.0
|
|
MT
|
|
|
|
|
374.19
|
1227.7
|
LEVELING
|
|
-1.39
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS LOCATED APPROXIMATELY 10 MILES SOUTH OF AKRON,
9 MILES NORTH-NORTHEAST OF CANTON, ON THE AKRON CANTON AIRPORT
AND AT THE NORTH END OF RUNWAY 23. PERMISSION WAS GRANTED BY
MR. FRED KRUM, AIRPORT MANAGER, PHONE 216-499-4221.
TO REACH FROM THE AKRON CANTON AIRPORT EXCHANGE OF INTERSTATE
77, GO WEST ON PAVED STREET FOR 0.15 MILE TO A CROSSROAD. TURN
RIGHT AND GO NORTH ON PAVED STREET FOR 0.3 MILE TO A SIDE ROAD
LEFT, JUNIPER STREET. TURN LEFT AND GO WEST FOR 0.1 MILE
TO THE ENTRANCE TO THE B.F. GOODRICH PARKING LOT ON THE RIGHT.
TURN RIGHT AND GO NORTH THROUGH PARKING LOT FOR 0.05 MILE TO A
TAXIWAY. TURN LEFT AND GO NORTHWEST CROSSING TAXIWAY FOR 0.05
MILE TO THE END OF A CABLE FENCE ON NORTH SIDE OF TAXIWAY.
TURN RIGHT AND GO NORTH ON THE EDGE OF A RIDGE FOR 0.05 MILE
TO THE STATION.
STATION MARK, STAMPED- --CAK E NO 2 1977---, IS A STANDARD
REFERENCE MARK DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE
CEMENTED IN THE GROUND AND FLUSH WITH THE GROUND SURFACE.
IT IS 141 FEET NORTH-NORTHWEST OF THE END OF THE CABLE FENCE
AND 79 FEET EAST OF THE HOLDING BAR ON THE TAXIWAY.
DESCRIBED BY J.G. FREDRICK.
|
1976-12-31 19:00:00 -0500
|
NGS
|
Good
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
KY3407 ***********************************************************************
KY3407 DESIGNATION - CAK E RM 2
KY3407 PID - KY3407
KY3407 STATE/COUNTY- OH/SUMMIT
KY3407
KY3407 HORZ DATUM - NAD 83(1986)
KY3407 VERT DATUM - NGVD 29
KY3407
KY3407 POSITION - 40 55 14.76058(N) 081 25 57.99867(W) ADJUSTED
KY3407 83 minus 27 - +00.20539 -00.60348 ADJUSTED
KY3407
KY3407 HEIGHT - 374.19 (meters) 1227.7 (feet) LEVELING
KY3407 ***********************************************************************
KY3407
KY3407 LAPLACE CORR- -1.39 DEFLEC90
KY3407 GEOID HEIGHT- -33.45 GEOID90
KY3407
KY3407
KY3407 HORZ ORDER - SECOND
KY3407 VERT ORDER - THIRD ?
KY3407
KY3407
KY3407.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
KY3407.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
KY3407.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING. THE
KY3407.VERTICAL NETWORK TIE WAS PERFORMED BY A HORIZONTAL FIELD PARTY FOR
KY3407.HORIZONTAL OBSERVATION REDUCTIONS. RESET PROCEDURES WERE USED TO
KY3407.ESTABLISH THE ELEVATION.
KY3407
KY3407; North East Scale Converg.
KY3407;SPC OH N - 139,812.507 689,890.990 0.99994241 +0 42 04.0 MT
KY3407;UTM 17 - 4,530,051.637 463,559.156 0.99961634 -0 17 00.5 MT
KY3407
KY3407
KY3407
KY3407
KY3407 HISTORY - Year Condition Recov. By
KY3407 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
KY3407
KY3407 STATION DESCRIPTION
KY3407
KY3407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
KY3407'THE STATION IS LOCATED APPROXIMATELY 10 MILES SOUTH OF AKRON,
KY3407'9 MILES NORTH-NORTHEAST OF CANTON, ON THE AKRON CANTON AIRPORT
KY3407'AND AT THE NORTH END OF RUNWAY 23. PERMISSION WAS GRANTED BY
KY3407'MR. FRED KRUM, AIRPORT MANAGER, PHONE 216-499-4221.
KY3407'
KY3407'TO REACH FROM THE AKRON CANTON AIRPORT EXCHANGE OF INTERSTATE
KY3407'77, GO WEST ON PAVED STREET FOR 0.15 MILE TO A CROSSROAD. TURN
KY3407'RIGHT AND GO NORTH ON PAVED STREET FOR 0.3 MILE TO A SIDE ROAD
KY3407'LEFT, JUNIPER STREET. TURN LEFT AND GO WEST FOR 0.1 MILE
KY3407'TO THE ENTRANCE TO THE B.F. GOODRICH PARKING LOT ON THE RIGHT.
KY3407'TURN RIGHT AND GO NORTH THROUGH PARKING LOT FOR 0.05 MILE TO A
KY3407'TAXIWAY. TURN LEFT AND GO NORTHWEST CROSSING TAXIWAY FOR 0.05
KY3407'MILE TO THE END OF A CABLE FENCE ON NORTH SIDE OF TAXIWAY.
KY3407'TURN RIGHT AND GO NORTH ON THE EDGE OF A RIDGE FOR 0.05 MILE
KY3407'TO THE STATION.
KY3407'
KY3407'STATION MARK, STAMPED- --CAK E NO 2 1977---, IS A STANDARD
KY3407'REFERENCE MARK DISK BRAZED TO THE TOP OF A 2-INCH IRON PIPE
KY3407'CEMENTED IN THE GROUND AND FLUSH WITH THE GROUND SURFACE.
KY3407'IT IS 141 FEET NORTH-NORTHWEST OF THE END OF THE CABLE FENCE
KY3407'AND 79 FEET EAST OF THE HOLDING BAR ON THE TAXIWAY.
KY3407'
KY3407'DESCRIBED BY J.G. FREDRICK.
KY3407'
|
|
|
|
|
|
|
|
|
|
|
|
2263417.25
|
458700.84375
|
0101000020960E0000F40CC3ADBC444141E972D42236FF1B41
|
true
|
2004-11-17 10:24:00 -0500
|
false
|
40.92076682777777777778
|
-81.43277740833333333334
|
-81.4327774083333
|
40.9207668277776
|
2263417.35751497
|
458701.534013553
|
689890.990352544
|
139812.507192328
|
158
|
158
|
GR 27
|
CE1055
|
OH
|
Summit
|
|
|
|
Disk in Concrete
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1989 -GOOD COSE
HISTORY - 2001 -GOOD COSE
HISTORY - 2012 DESTROYED COSE
|
NAD 83(1986)
|
|
false
|
40
|
58
|
29.25
|
N
|
81
|
29
|
32.12
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1100.432
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 300.0' EAST OF CROSSROADS OF S.R. 619 AND ARLINGTON ROAD IN THE WEST END OF THE NORTH CONCRETE HEADWALL OF CULVERT. NORTH SIDE OF S.R. 619 @ HOUSE #885.
|
2012-07-11 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1055 *********************************************************************
CE1055 DESIGNATION - GR 27
CE1055 PID - CE1055
CE1055 STATE/COUNTY- OH/SUMMIT
CE1055
CE1055 HORZ DATUM - NAD 83(1986)
CE1055 VERT DATUM - NGVD 29
CE1055
CE1055 POSITION - 40 58 29.25 (N) 081 29 32.12 (W) SCALED
CE1055 83 MINUS 27 -
CE1055
CE1055 HEIGHT - (meters) 1100.432 (feet) ADJUST
CE1055 88 MINUS 29 -
CE1055 *********************************************************************
CE1055
CE1055 VERT ORDER - THIRD
CE1055
CE1055 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1055 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1055 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1055
CE1055_STATION MARK IS A SURVEY DISK
CE1055_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF A CULVERT
CE1055_THE MARK IS STAMPED: NO STAMP
CE1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1055+STABILITY: SURFACE MOTION
CE1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1055+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1055
CE1055 HISTORY - Year Condition Recov. By
CE1055 HISTORY - 1989 - FOUND COSE
CE1055 STATION DESCRIPTION
CE1055
CE1055 DESCRIBED BY COSE
CE1055 THE STATION IS LOCATED 300.0' EAST OF CROSSROADS S.R. 619
CE1055 AND ARLINGTON ROAD IN THE WEST END OF THE NORTH
CE1055 CONCRETE HEADWALL OF CULVERT.
CE1055
|
|
|
|
|
|
|
|
|
|
|
|
2246763.0
|
478175.0
|
0101000020960E0000D0690A38312441417FD2D01FAD2F1D41
|
true
|
2012-07-12 10:21:00 -0400
|
false
|
40.97479166666666666667
|
-81.49225555555555555555
|
-81.4922555555556
|
40.9747916666665
|
2246754.43781779
|
478187.281070031
|
684812.122271107
|
145751.774773675
|
161
|
161
|
SUMMIT COUNTY GIS 236
|
GS0236
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
236
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2006 Destroyed by construction - City of Green
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
35.96305
|
N
|
81
|
29
|
38.35437
|
W
|
ADJUSTED
|
-33.31
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
144106.496
|
684685.342
|
0.9999409
|
+
|
0
|
39
|
39.2
|
|
MT
|
C
|
|
|
|
347.784
|
1141.021
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE EAST SIDE OF ARLINGTON ROAD AND 46.5'
SOUTHE OF CENTERLINE OF PAVEMENT OF BOETTLER ROAD. IT IS ALSO
27.8' EAST OF CENTERLINE OF PAVEMENT OF ARLINGTON ROAD 9.5'
SOUTHEAST OF A MANHOLE 21.2' SOUTH OF A POWER POLE 11.7' NORTHWEST
OF 24" TREE AND 60.5' SOUTHEAST OF A POWER POLE.
INTERSECTION HAS BEEN IMPROVED WITH TURN LANES ADDED.
|
2006-05-01 20:00:00 -0400
|
City of Green
|
Destroyed
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0236 ***********************************************************************
GS0236 DESIGNATION - SUMMIT COUNTY GIS 236
GS0236 PID - GS0236
GS0236 STATE/COUNTY- OH/SUMMIT
GS0236 USGS QUAD - NORTH CANTON
GS0236
GS0236 HORZ DATUM - NAD 83(1986)
GS0236 VERT DATUM - NGVD 88
GS0236
GS0236 POSITION - 40 57 35.96305(N) 081 29 38.35437(W) ADJUSTED
GS0236 83 minus 27 -
GS0236
GS0236 HEIGHT - 347.784 (meters) 1141.021 (feet) GPS OBS
GS0236 88 minus 29 -
GS0236 ***********************************************************************
GS0236 LAPLACE CORR-
GS0236 GEOID HEIGHT- -33.316
GS0236
GS0236 HORZ ORDER - FIRST
GS0236 VERT ORDER - THIRD
GS0236
GS0236.The horizontal coordinates were established by GPS observations
GS0236.and adjusted by the Woolpert Consultants in March 1997.
GS0236
GS0236.The orthometric height was determined by GPS observations.
GS0236
GS0236
GS0236.The geoid height was determined by GEOID93.
GS0236
GS0236; North East Scale Converg.
GS0236;SPC OH N - 144106.496 684685.342 0.99994090 +0 39 39.24 MT
GS0236;SPC OH N - 472789.396 2246338.493 US SURVEY FEET
GS0236
GS0236_STATION MARK IS A SURVEY DISK
GS0236_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0236_THE MARK IS STAMPED: SUMMIT COUNTY GIS 236
GS0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0236+STABILITY: SURFACE MOTION
GS0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0236+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0236
GS0236 HISTORY - Year Condition Recov. By
GS0236 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0236 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
GS0236
GS0236 STATION DESCRIPTION
GS0236
GS0236'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0236'THE STATION IS LOCATED ON THE EAST SIDE OF ARLINGTON ROAD AND 46.5'
GS0236'SOUTHE OF CENTERLINE OF PAVEMENT OF BOETTLER ROAD. IT IS ALSO
GS0236'27.8' EAST OF CENTERLINE OF PAVEMENT OF ARLINGTON ROAD 9.5'
GS0236'SOUTHEAST OF A MANHOLE 21.2' SOUTH OF A POWER POLE 11.7' NORTHWEST
GS0236'OF 24" TREE AND 60.5' SOUTHEAST OF A POWER POLE.
GS0236
|
|
|
|
|
|
|
|
|
|
|
|
2246338.25
|
472790.03125
|
0101000020960E0000D62A123F61234141A96F929555DB1C41
|
false
|
2006-05-02 05:20:00 -0400
|
false
|
40.95998973611111111111
|
-81.493987325
|
-81.493987325
|
40.959989736111
|
2246338.49274192
|
472789.396066422
|
684685.341958422
|
144106.496134022
|
162
|
162
|
SUMMIT COUNTY GIS 237
|
GS0237
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
237
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2005 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
35.19894
|
N
|
81
|
38
|
51.65104
|
W
|
ADJUSTED
|
-33.23
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
142094.405
|
671766.311
|
0.9999415
|
+
|
0
|
33
|
35.7
|
|
MT
|
C
|
|
|
|
349.906
|
1147.983
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 14.2' EAST OF CENTERLINE OF PAVEMENT OF
TAYLOR ROAD AND 105.0' SOUTH OF CENTERLINE OF PAVEMENT OF SERFASS
ROAD. IT IS ALSO 54.0' SOUTH OF POWER POLE #86821 AND 196.0' NORTH OF
POWER POLE #86822 AND 105.5' EAST OF THE POINT OF INTERSECTION OF
TAYLOR AND SERFASS ROADS.
|
2022-01-21 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0237 ***********************************************************************
GS0237 DESIGNATION - SUMMIT COUNTY GIS 237
GS0237 PID - GS0237
GS0237 STATE/COUNTY- OH/SUMMIT
GS0237 USGS QUAD - DOYLESTOWN
GS0237
GS0237 HORZ DATUM - NAD 83(1986)
GS0237 VERT DATUM - NGVD 88
GS0237
GS0237 POSITION - 40 56 35.19894(N) 081 38 51.65104(W) ADJUSTED
GS0237 83 minus 27 -
GS0237
GS0237 HEIGHT - 349.906 (meters) 1147.983 (feet) GPS OBS
GS0237 88 minus 29 -
GS0237 ***********************************************************************
GS0237 LAPLACE CORR-
GS0237 GEOID HEIGHT- -33.233
GS0237
GS0237 HORZ ORDER - FIRST
GS0237 VERT ORDER - THIRD
GS0237
GS0237.The horizontal coordinates were established by GPS observations
GS0237.and adjusted by the Woolpert Consultants in March 1997.
GS0237
GS0237.The orthometric height was determined by GPS observations.
GS0237
GS0237
GS0237.The geoid height was determined by GEOID93.
GS0237
GS0237; North East Scale Converg.
GS0237;SPC OH N - 142094.405 671766.311 0.99994150 +0 33 35.75 MT
GS0237;SPC OH N - 466188.060 2203953.305 US SURVEY FEET
GS0237
GS0237_STATION MARK IS A SURVEY DISK
GS0237_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0237_THE MARK IS STAMPED: SUMMIT COUNTY GIS 237
GS0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0237+STABILITY: SURFACE MOTION
GS0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0237+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0237
GS0237 HISTORY - Year Condition Recov. By
GS0237 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0237 HISTORY - 2000 GOOD COSE
GS0237
GS0237 STATION DESCRIPTION
GS0237
GS0237'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0237'THE STATION IS LOCATED 14.2' EAST OF CENTERLINE OF PAVEMENT OF
GS0237'TAYLOR ROAD AND 105.0' SOUTH OF CENTERLINE OF PAVEMENT OF SERFASS
GS0237'ROAD. IT IS ALSO 54.0' SOUTH OF A POWER POLE 196.0' NORTH OF A
GS0237'POWER POLE 105.5' EAST OF THE POINT OF INTERSECTION OF TAYLOR AND
GS0237'SERFASS ROADS.
GS0237
|
|
|
|
|
|
|
|
|
|
|
|
2203953.0
|
466188.28125
|
0101000020960E0000AB7EDFA698D04041CA36E73D30741C41
|
true
|
2013-08-23 03:17:00 -0400
|
false
|
40.94311081666666666666
|
-81.64768084444444444444
|
-81.6476808444444
|
40.9431108166665
|
2203953.30369552
|
466188.060452324
|
671766.310499016
|
142094.405014661
|
163
|
163
|
SUMMIT COUNTY GIS 238
|
GS0238
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
238
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY FIELD CREW - 2020 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
34.32683
|
N
|
81
|
37
|
48.24524
|
W
|
ADJUSTED
|
-33.23
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
142082.148
|
673249.543
|
0.9999415
|
+
|
0
|
34
|
17.4
|
|
MT
|
C
|
|
|
|
305.966
|
1003.823
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.0' EAST OF CENTERLINE OF PAVEMENT OF
CLEVELAND-MASSILLON ROAD AND 64.5' SOUTH OF ITS INTERSECTION WITH
SERFASS ROAD. IT IS ALSO 68.1' SOUTHEAST OF THE POINT OF
INTERSECTION WITH CLEVELAND-MASSILLON AND SERFASS ROADS 105.2'
SOUTHEAST OF POWER POLE #FS-3709 AND 86.3' SOUTHWEST OF POWER
POLE #FS4247.
SUITABLE FOR GPS.
|
2020-01-21 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0238 ***********************************************************************
GS0238 DESIGNATION - SUMMIT COUNTY GIS 238
GS0238 PID - GS0238
GS0238 STATE/COUNTY- OH/SUMMIT
GS0238 USGS QUAD - DOYLESTOWN
GS0238
GS0238 HORZ DATUM - NAD 83(1986)
GS0238 VERT DATUM - NGVD 88
GS0238
GS0238 POSITION - 40 56 34.32683(N) 081 37 48.24524(W) ADJUSTED
GS0238 83 minus 27 -
GS0238
GS0238 HEIGHT - 305.966 (meters) 1003.823 (feet) GPS OBS
GS0238 88 minus 29 -
GS0238 ***********************************************************************
GS0238 LAPLACE CORR-
GS0238 GEOID HEIGHT- -33.238
GS0238
GS0238 HORZ ORDER - FIRST
GS0238 VERT ORDER - THIRD
GS0238
GS0238.The horizontal coordinates were established by GPS observations
GS0238.and adjusted by the Woolpert Consultants in March 1997.
GS0238
GS0238.The orthometric height was determined by GPS observations.
GS0238
GS0238
GS0238.The geoid height was determined by GEOID93.
GS0238
GS0238; North East Scale Converg.
GS0238;SPC OH N - 142082.148 673249.543 0.99994150 +0 34 17.40 MT
GS0238;SPC OH N - 466147.847 2208819.542 US SURVEY FEET
GS0238
GS0238_STATION MARK IS A SURVEY DISK
GS0238_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0238_THE MARK IS STAMPED: SUMMIT COUNTY GIS 238
GS0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0238+STABILITY: SURFACE MOTION
GS0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0238+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0238
GS0238 HISTORY - Year Condition Recov. By
GS0238 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0238 HISTORY - 2000 GOOD COSE
GS0238
GS0238 STATION DESCRIPTION
GS0238
GS0238'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0238'THE STATION IS LOCATED 24.0' EAST OF CENTERLINE OF PAVEMENT OF
GS0238'CLEVELAND-MASSILLON ROAD AND 64.5' SOUTH OF ITS INTERSECTION WITH
GS0238'SERFASS ROAD. IT IS ALSO 68.1' SOUTHEAST OF THE POINT OF
GS0238'INTERSECTION WITH CLEVELAND-MASSILLON AND SERFASS ROADS 105.2'
GS0238'SOUTHEAST OF A POWER POLE 86.3' SOUTHWEST OF A POWER POLE #FS4247.
GS0238
|
|
|
|
|
|
|
|
|
|
|
|
2208820.25
|
466147.375
|
0101000020960E00002B7A54C519DA404160A0CC628F731C41
|
true
|
2013-08-15 10:39:00 -0400
|
false
|
40.94286856388888888889
|
-81.63006812222222222223
|
-81.6300681222222
|
40.9428685638887
|
2208819.54164054
|
466147.846483713
|
673249.542791122
|
142082.147772514
|
164
|
164
|
SUMMIT COUNTY GIS 239
|
GS0239
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
239
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
33.0505
|
N
|
81
|
36
|
33.14811
|
W
|
ADJUSTED
|
-33.24
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
142060.51
|
675006.354
|
0.9999415
|
+
|
0
|
35
|
6.74
|
|
MT
|
C
|
|
|
|
308.93
|
1013.548
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE EAST SIDE OF VAN BUREN ROAD AND 47.8'
NORTH OF CENTERLINE OF PAVEMENT OF RHEAM ROAD. IT IS ALSO 21.9'
EAST OF CENTERLINE OF PAVEMENT OF VAN BUREN ROAD 25.9' NORTHWEST OF
A POWER POLE # FS-3131 AND 52.6' NORTHEAST OF THE POINT OF INTERSECTION OF
VAN BUREN AND RHEAM ROADS. 102' SOUTH OF GRAVEL DRIVE TO HOUSE
#6589.
GOOD FOR GPS
|
2022-01-21 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0239 ***********************************************************************
GS0239 DESIGNATION - SUMMIT COUNTY GIS 239
GS0239 PID - GS0239
GS0239 STATE/COUNTY- OH/SUMMIT
GS0239 USGS QUAD - CANAL FULTON
GS0239
GS0239 HORZ DATUM - NAD 83(1986)
GS0239 VERT DATUM - NGVD 88
GS0239
GS0239 POSITION - 40 56 33.05050(N) 081 36 33.14811(W) ADJUSTED
GS0239 83 minus 27 -
GS0239
GS0239 HEIGHT - 308.930 (meters) 1013.548 (feet) GPS OBS
GS0239 88 minus 29 -
GS0239 ***********************************************************************
GS0239 LAPLACE CORR-
GS0239 GEOID HEIGHT- -33.248
GS0239
GS0239 HORZ ORDER - FIRST
GS0239 VERT ORDER - THIRD
GS0239
GS0239.The horizontal coordinates were established by GPS observations
GS0239.and adjusted by the Woolpert Consultants in March 1997.
GS0239
GS0239.The orthometric height was determined by GPS observations.
GS0239
GS0239
GS0239.The geoid height was determined by GEOID93.
GS0239
GS0239; North East Scale Converg.
GS0239;SPC OH N - 142060.510 675006.354 0.99994150 +0 35 6.742 MT
GS0239;SPC OH N - 466076.857 2214583.346 US SURVEY FEET
GS0239
GS0239_STATION MARK IS A SURVEY DISK
GS0239_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0239_THE MARK IS STAMPED: SUMMIT COUNTY GIS 239
GS0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0239+STABILITY: SURFACE MOTION
GS0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0239+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0239
GS0239 HISTORY - Year Condition Recov. By
GS0239 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0239 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0239
GS0239 STATION DESCRIPTION
GS0239
GS0239'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0239'THE STATION IS LOCATED ON THE EAST SIDE OF VAN BUREN ROAD AND 47.8'
GS0239'NORTH OF CENTERLINE OF PAVEMENT OF RHEAM ROAD. IT IS ALSO 21.9'
GS0239'EAST OF CENTERLINE OF PAVEMENT OF VAN BUREN ROAD 25.9' NORTHWEST OF
GS0239'A POWER POLE # FS-3131 AND 52.6' NORTHEAST OF THE POINT OF INTERSECTION OF
GS0239'VAN BUREN AND RHEAM ROADS.
GS0239
|
|
|
|
|
|
|
|
|
|
|
|
2214583.5
|
466076.3125
|
0101000020960E0000B5332FAC5BE5404145BE2A6D73721C41
|
true
|
2012-11-16 09:33:00 -0500
|
false
|
40.94251402777777777777
|
-81.60920780833333333333
|
-81.6092078083333
|
40.9425140277776
|
2214583.34519049
|
466076.856608365
|
675006.353626768
|
142060.510015231
|
165
|
165
|
SUMMIT COUNTY GIS 240
|
GS0240
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
240
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
30.33628
|
N
|
81
|
35
|
33.32434
|
W
|
ADJUSTED
|
-33.25
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
141991.216
|
676406.417
|
0.9999415
|
+
|
0
|
35
|
46.0
|
|
MT
|
C
|
|
|
|
325.542
|
1068.049
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 23.0' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
RHEAM ROAD AND 349.0' WEST OF CENTERLINE OF PAVEMENT OF GROVE ROAD.
IT IS ALSO 107.4' EAST OF A POWER POLE #FS4556 274.0' WEST OF A
POWER POLE #FS4555 AND 76.2' SOUTHEAST OF A 20" TREE 91.3' WEST OF
POWER POLE #51/2, 32' EAST OF A PLASTIC PIPE GASLINE MARKER.
GOOD FOR GPS
|
2022-01-28 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0240 ***********************************************************************
GS0240 DESIGNATION - SUMMIT COUNTY GIS 240
GS0240 PID - GS0240
GS0240 STATE/COUNTY- OH/SUMMIT
GS0240 USGS QUAD - CANAL FULTON
GS0240
GS0240 HORZ DATUM - NAD 83(1986)
GS0240 VERT DATUM - NGVD 88
GS0240
GS0240 POSITION - 40 56 30.33628(N) 081 35 33.32434(W) ADJUSTED
GS0240 83 minus 27 -
GS0240
GS0240 HEIGHT - 325.542 (meters) 1068.049 (feet) GPS OBS
GS0240 88 minus 29 -
GS0240 ***********************************************************************
GS0240 LAPLACE CORR-
GS0240 GEOID HEIGHT- -33.254
GS0240
GS0240 HORZ ORDER - FIRST
GS0240 VERT ORDER - THIRD
GS0240
GS0240.The horizontal coordinates were established by GPS observations
GS0240.and adjusted by the Woolpert Consultants in March 1997.
GS0240
GS0240.The orthometric height was determined by GPS observations.
GS0240
GS0240
GS0240.The geoid height was determined by GEOID93.
GS0240
GS0240; North East Scale Converg.
GS0240;SPC OH N - 141991.216 676406.417 0.99994150 +0 35 46.04 MT
GS0240;SPC OH N - 465849.514 2219176.720 US SURVEY FEET
GS0240
GS0240_STATION MARK IS A SURVEY DISK
GS0240_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0240_THE MARK IS STAMPED: SUMMIT COUNTY GIS 240
GS0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0240+STABILITY: SURFACE MOTION
GS0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0240+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0240
GS0240 HISTORY - Year Condition Recov. By
GS0240 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0240 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0240
GS0240 STATION DESCRIPTION
GS0240
GS0240'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0240'THE STATION IS LOCATED 23.0' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
GS0240'RHEAM ROAD AND 349.0' WEST OF CENTERLINE OF PAVEMENT OF GROVE ROAD.
GS0240'IT IS ALSO 107.4' EAST OF A POWER POLE #FS4556 274.0' WEST OF A
GS0240'POWER POLE #FS4555AND 76.2' SOUTHEAST OF A 20" TREE.
GS0240
|
|
|
|
|
|
|
|
|
|
|
|
2219176.75
|
465849.84375
|
0101000020960E0000D7391F5C54EE40412487F70EE66E1C41
|
true
|
2012-11-16 09:34:00 -0500
|
false
|
40.94176007777777777777
|
-81.59259009444444444444
|
-81.5925900944444
|
40.9417600777776
|
2219176.71970294
|
465849.514616119
|
676406.41697829
|
141991.216037408
|
166
|
166
|
SUMMIT COUNTY GIS 241
|
GS0241
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
241
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
47.11211
|
N
|
81
|
33
|
13.98909
|
W
|
ADJUSTED
|
-33.27
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
142543.287
|
679659.682
|
0.9999413
|
+
|
0
|
37
|
17.5
|
|
MT
|
C
|
|
|
|
343.221
|
1126.051
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF RENNINGER ROAD AND 21.4'
NORTH OF CENTERLINE OF PAVEMENT OF HIGHLAND PARK DRIVE. IT IS ALSO
41.4' WEST OF CENTERLINE OF PAVEMENT OF RENNINGER ROAD AND 65.9'
SOUTHWEST OF A POWER POLE. # 443/13, 139.8' SOUTHWEST OF GRAVEL
DRIVE TO HOUSE #6079 RENNINGER.
86 FEET SOUTHWEST OF A POLE WITH NO NUMBER.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0241 ***********************************************************************
GS0241 DESIGNATION - SUMMIT COUNTY GIS 241
GS0241 PID - GS0241
GS0241 STATE/COUNTY- OH/SUMMIT
GS0241 USGS QUAD - CANAL FULTON
GS0241
GS0241 HORZ DATUM - NAD 83(1986)
GS0241 VERT DATUM - NGVD 88
GS0241
GS0241 POSITION - 40 56 47.11211(N) 081 33 13.98909(W) ADJUSTED
GS0241 83 minus 27 -
GS0241
GS0241 HEIGHT - 343.221 (meters) 1126.051 (feet) GPS OBS
GS0241 88 minus 29 -
GS0241 ***********************************************************************
GS0241 LAPLACE CORR-
GS0241 GEOID HEIGHT- -33.278
GS0241
GS0241 HORZ ORDER - FIRST
GS0241 VERT ORDER - THIRD
GS0241
GS0241.The horizontal coordinates were established by GPS observations
GS0241.and adjusted by the Woolpert Consultants in March 1997.
GS0241
GS0241.The orthometric height was determined by GPS observations.
GS0241
GS0241
GS0241.The geoid height was determined by GEOID93.
GS0241
GS0241; North East Scale Converg.
GS0241;SPC OH N - 142543.287 679659.682 0.99994130 +0 37 17.57 MT
GS0241;SPC OH N - 467660.767 2229850.140 US SURVEY FEET
GS0241
GS0241_STATION MARK IS A SURVEY DISK
GS0241_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0241_THE MARK IS STAMPED: SUMMIT COUNTY GIS 241
GS0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0241+STABILITY: SURFACE MOTION
GS0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0241+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0241
GS0241 HISTORY - Year Condition Recov. By
GS0241 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0241 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0241
GS0241 STATION DESCRIPTION
GS0241
GS0241'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0241'THE STATION IS LOCATED ON THE WEST SIDE OF RENNINGER ROAD AND 21.4'
GS0241'NORTH OF CENTERLINE OF PAVEMENT OF HIGHLAND PARK DRIVE. IT IS ALSO
GS0241'41.4' WEST OF CENTERLINE OF PAVEMENT OF RENNINGER ROAD AND 65.9'
GS0241'SOUTHWEST OF A POWER POLE. # 443/13.
GS0241
|
|
|
|
|
|
|
|
|
|
|
|
2229850.0
|
467660.3125
|
0101000020960E00004B83CF112D034141BD25F411338B1C41
|
true
|
2013-08-23 03:26:00 -0400
|
false
|
40.94642003055555555555
|
-81.55388585833333333333
|
-81.5538858583333
|
40.9464200305554
|
2229850.13914529
|
467660.767532911
|
679659.681730847
|
142543.287030588
|
167
|
167
|
SUMMIT COUNTY GIS 242
|
GS0242
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
242
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2010 GOOD COSE SURVEY CREWHISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
26.79541
|
N
|
81
|
31
|
7.20642
|
W
|
ADJUSTED
|
-33.28
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
141949.399
|
682631.8
|
0.9999416
|
+
|
0
|
38
|
40.8
|
|
MT
|
C
|
|
|
|
306.129
|
1004.358
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON STATE PARK PROPERTY ON A CURVE IN A PARK ROADWAY 913' WEST OF THE INTERSECTION OF CHRISTMAN AND EAST NIMISILA ROADS 26.7' SOUTHWEST OF CENTERLINE OF PAVEMENT OF PARK ROADWAY 15.0' EAST OF AN IRON PIN SET 22' OFF THE CENTERLINE OF PAVEMENT OF PARK ROADWAY AND 20.0' WEST OF AN IRON PIN SET 25.0' OFF CENTERLINE OF PAVEMENT OF EAST NIMISILA ROAD. PARK ROADWAY IS ENTRANCE TO CAMPING AREA.
23 FEET NORTH OF SHORELINE
|
2018-05-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0242 ***********************************************************************
GS0242 DESIGNATION - SUMMIT COUNTY GIS 242
GS0242 PID - GS0242
GS0242 STATE/COUNTY- OH/SUMMIT
GS0242 USGS QUAD - CANAL FULTON
GS0242
GS0242 HORZ DATUM - NAD 83(1986)
GS0242 VERT DATUM - NGVD 88
GS0242
GS0242 POSITION - 40 56 26.79541(N) 081 31 07.20642(W) ADJUSTED
GS0242 83 minus 27 -
GS0242
GS0242 HEIGHT - 306.129 (meters) 1004.358 (feet) GPS OBS
GS0242 88 minus 29 -
GS0242 ***********************************************************************
GS0242 LAPLACE CORR-
GS0242 GEOID HEIGHT- -33.287
GS0242
GS0242 HORZ ORDER - FIRST
GS0242 VERT ORDER - THIRD
GS0242
GS0242.The horizontal coordinates were established by GPS observations
GS0242.and adjusted by the Woolpert Consultants in March 1997.
GS0242
GS0242.The orthometric height was determined by GPS observations.
GS0242
GS0242
GS0242.The geoid height was determined by GEOID93.
GS0242
GS0242; North East Scale Converg.
GS0242;SPC OH N - 141949.399 682631.800 0.99994160 +0 38 40.86 MT
GS0242;SPC OH N - 465712.320 2239601.164 US SURVEY FEET
GS0242
GS0242_STATION MARK IS A SURVEY DISK
GS0242_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0242_THE MARK IS STAMPED: SUMMIT COUNTY GIS 242
GS0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0242+STABILITY: SURFACE MOTION
GS0242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0242+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0242
GS0242 HISTORY - Year Condition Recov. By
GS0242 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0242
GS0242 STATION DESCRIPTION
GS0242
GS0242'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0242'THE STATION IS LOCATED ON STATE PARK PROPERTY ON A CURVE IN A PARK
GS0242'ROADWAY 90.6' WEST OF THE INTERSECTION OF CHRISTMAN AND EAST
GS0242'NIMISILA ROADS 26.7' SOUTHWEST OF CENTERLINE OF PAVEMENT OF PARK
GS0242'ROADWAY 15.0' EAST OF AN IRON PIN SET 22' OFF THE CENTERLINE OF
GS0242'PAVEMENT OF PARK ROADWAY AND 20.0' WEST OF AN IRON PIN SET 25.0'
GS0242'OFF CENTERLINE OF PAVEMENT OF EAST NIMISILA ROAD.
GS0242
|
|
|
|
|
|
|
|
|
|
|
|
2239601.0
|
465712.4375
|
0101000020960E00001F09C19438164141ADA69F47C16C1C41
|
true
|
2012-10-10 06:45:00 -0400
|
false
|
40.94077650277777777777
|
-81.51866845
|
-81.51866845
|
40.9407765027776
|
2239601.16214098
|
465712.319944958
|
682631.79948417
|
141949.399018004
|
168
|
168
|
SUMMIT COUNTY GIS 243
|
GS0243
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
243
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD SCEHISTORY - 2012 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
39.38727
|
N
|
81
|
29
|
17.51922
|
W
|
ADJUSTED
|
-33.3
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
142367.1
|
685192.756
|
0.9999415
|
+
|
0
|
39
|
52.9
|
|
MT
|
C
|
|
|
|
340.793
|
1118.085
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON GREENSBURG ROAD 114.4' SOUTHEAST OF
CENTERLINE OF PAVEMENT OF NEWCOMB DRIVE APPROX. 18.4' NORTHEAST OF
CENTERLINE OF GREENSBURG ROAD. IT IS ALSO 95.8' SOUTHEAST OF AN
INLET, 16.8' NORTHWEST OF A SEWER MANHOLE, 56.8' NORTHEAST OF A POWER
POLE, 78' SOUTHWEST OF THE NORTHWEST CORNER OF THE SUMMIT COUNTY
WATER DEPARTMENT BUILDING AND 70.0' NORTHWEST OF THE SOUTHWEST
CORNER OF THE SAME BUILDING. SOUTH OF #1351 GREENSBURG RD. 2 FEET BEHIND GUARDRAIL
|
2018-05-23 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0243 ***********************************************************************
GS0243 DESIGNATION - SUMMIT COUNTY GIS 243
GS0243 PID - GS0243
GS0243 STATE/COUNTY- OH/SUMMIT
GS0243 USGS QUAD - NORTH CANTON
GS0243
GS0243 HORZ DATUM - NAD 83(1986)
GS0243 VERT DATUM - NGVD 88
GS0243
GS0243 POSITION - 40 56 39.38727(N) 081 29 17.51922(W) ADJUSTED
GS0243 83 minus 27 -
GS0243
GS0243 HEIGHT - 340.793 (meters) 1118.085 (feet) GPS OBS
GS0243 88 minus 29 -
GS0243 ***********************************************************************
GS0243 LAPLACE CORR-
GS0243 GEOID HEIGHT- -33.304
GS0243
GS0243 HORZ ORDER - FIRST
GS0243 VERT ORDER - THIRD
GS0243
GS0243.The horizontal coordinates were established by GPS observations
GS0243.and adjusted by the Woolpert Consultants in March 1997.
GS0243
GS0243.The orthometric height was determined by GPS observations.
GS0243
GS0243
GS0243.The geoid height was determined by GEOID93.
GS0243
GS0243; North East Scale Converg.
GS0243;SPC OH N - 142367.100 685192.756 0.99994150 +0 39 52.92 MT
GS0243;SPC OH N - 467082.727 2248003.234 US SURVEY FEET
GS0243
GS0243_STATION MARK IS A SURVEY DISK
GS0243_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0243_THE MARK IS STAMPED: SUMMIT COUNTY GIS 243
GS0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0243+STABILITY: SURFACE MOTION
GS0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0243+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0243
GS0243 HISTORY - Year Condition Recov. By
GS0243 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0243
GS0243 STATION DESCRIPTION
GS0243
GS0243'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0243'THE STATION IS LOCATED ON GREENSBURG ROAD 114.4' SOUTHEAST OF
GS0243'CENTERLINE OF PAVEMENT OF NEWCOMB DRIVE APPROX. 18.4' NORTHEAST OF
GS0243'CENTERLINE OF GREENSBURG ROAD. IT IS ALSO 95.8' SOUTHEAST OF AN
GS0243'INLET 16.8' NORTHWEST OF A SEWER MANHOLE 56.8' NORTHEAST OF A POWER
GS0243'POLE 78' SOUTHWEST OF THE NORTHWEST CORNER OF THE SUMMIT COUNTY
GS0243'WATER DEPARTMENT BUILDING AND 70.0' SOUTHWEST OF THE SOUTHWEST
GS0243'CORNER OF THE SAME BUILDING.
GS0243
|
|
|
|
|
|
|
|
|
|
|
|
2248004.0
|
467082.96875
|
0101000020960E000020E4029EA1264141FEEB3FE72A821C41
|
true
|
2012-10-03 07:13:00 -0400
|
false
|
40.94427424166666666666
|
-81.48819978333333333333
|
-81.4881997833333
|
40.9442742416665
|
2248003.23446323
|
467082.72582978
|
685192.756249904
|
142367.099567099
|
169
|
169
|
SUMMIT COUNTY GIS 244
|
GS0244
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
244
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD SCEHISTORY - 2012 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
4.25403
|
N
|
81
|
29
|
3.34613
|
W
|
ADJUSTED
|
-33.29
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
141287.3
|
685536.852
|
0.9999418
|
+
|
0
|
40
|
2.23
|
|
MT
|
C
|
|
|
|
343.097
|
1125.644
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF MEDLEY DRIVE AND 275.0'
EAST OF STALNAKER. IT IS ALSO 56.0' SOUTHEAST OF A POWER POLE
68.0' SOUTHEAST OF A 12" MAPLE TREE 62' SOUTHWEST OF A 12" MAPLE
TREE 20.0' NORTHWEST OF A TREE WITH TWIN 18" TRUNKS AND 15.5' SOUTH
OF CENTERLINE OF PAVEMENT OF MEDLEY DRIVE.
19 FEET NE OF THE NE COR. OF CB. OPPOSITE HSE #1363 MEDLEY DR.
|
2018-05-23 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0244 ***********************************************************************
GS0244 DESIGNATION - SUMMIT COUNTY GIS 244
GS0244 PID - GS0244
GS0244 STATE/COUNTY- OH/SUMMIT
GS0244 USGS QUAD - NORTH CANTON
GS0244
GS0244 HORZ DATUM - NAD 83(1986)
GS0244 VERT DATUM - NGVD 88
GS0244
GS0244 POSITION - 40 56 04.25403(N) 081 29 03.34613(W) ADJUSTED
GS0244 83 minus 27 -
GS0244
GS0244 HEIGHT - 343.097 (meters) 1125.644 (feet) GPS OBS
GS0244 88 minus 29 -
GS0244 ***********************************************************************
GS0244 LAPLACE CORR-
GS0244 GEOID HEIGHT- -33.297
GS0244
GS0244 HORZ ORDER - FIRST
GS0244 VERT ORDER - THIRD
GS0244
GS0244.The horizontal coordinates were established by GPS observations
GS0244.and adjusted by the Woolpert Consultants in March 1997.
GS0244
GS0244.The orthometric height was determined by GPS observations.
GS0244
GS0244
GS0244.The geoid height was determined by GEOID93.
GS0244
GS0244; North East Scale Converg.
GS0244;SPC OH N - 141287.300 685536.852 0.99994180 +0 40 2.239 MT
GS0244;SPC OH N - 463540.083 2249132.155 US SURVEY FEET
GS0244
GS0244_STATION MARK IS A SURVEY DISK
GS0244_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0244_THE MARK IS STAMPED: SUMMIT COUNTY GIS 244
GS0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0244+STABILITY: SURFACE MOTION
GS0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0244+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0244
GS0244 HISTORY - Year Condition Recov. By
GS0244 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0244
GS0244 STATION DESCRIPTION
GS0244
GS0244'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0244'THE STATION IS LOCATED ON THE SOUTH SIDE OF MEDLEY DRIVE AND 275.0'
GS0244'EAST OF STALNAKER. IT IS ALSO 56.0' SOUTHEAST OF A POWER POLE
GS0244'68.0' SOUTHEAST OF A 12" MAPLE TREE 62' SOUTHWEST OF A 12" MAPLE
GS0244'TREE 20.0' NORTHWEST OF A TREE WITH TWIN 18" TRUNKS AND 15.5' SOUTH
GS0244'OF CENTERLINE OF PAVEMENT OF MEDLEY DRIVE.
GS0244
|
|
|
|
|
|
|
|
|
|
|
|
2249132.75
|
463540.78125
|
0101000020960E0000F007EE13D6284141E5302855D04A1C41
|
true
|
2012-10-19 10:30:00 -0400
|
false
|
40.93451500833333333333
|
-81.48426281388888888889
|
-81.4842628138889
|
40.9345150083332
|
2249132.15570163
|
463540.083161129
|
685536.852131561
|
141287.299922095
|
170
|
170
|
SUMMIT COUNTY GIS 245
|
GS0245
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
245
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD SCEHISTORY - 2012 GOOD SCE HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
17.03104
|
N
|
81
|
27
|
29.39929
|
W
|
ADJUSTED
|
-33.31
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
141707.317
|
687729.656
|
0.9999417
|
+
|
0
|
41
|
3.95
|
|
MT
|
C
|
|
|
|
365.353
|
1198.662
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED AT THE INTERSECTION OF JAQUELYN DRIVE AND
HONEYMOON DRIVE, 27.8' NORTH OF CENTERLINE OF PAVEMENT OF JAQUELYN
DRIVE AND 60.0' WEST OF CENTERLINE OF PAVEMENT OF HONEYMOON DRIVE.
IT IS ALSO 96.0' NORTHWEST OF A POWER POLE, 110' NORTH OF THE
NORTHEAST CORNER OF HOUSE #2112 JAQUELYN DRIVE AND 142' NORTHEAST OF
THE NORTHWEST CORNER OF THE SAME HOUSE, IN FLOWER BED.
|
2018-06-28 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0245 ***********************************************************************
GS0245 DESIGNATION - SUMMIT COUNTY GIS 245
GS0245 PID - GS0245
GS0245 STATE/COUNTY- OH/SUMMIT
GS0245 USGS QUAD - NORTH CANTON
GS0245
GS0245 HORZ DATUM - NAD 83(1986)
GS0245 VERT DATUM - NGVD 88
GS0245
GS0245 POSITION - 40 56 17.03104(N) 081 27 29.39929(W) ADJUSTED
GS0245 83 minus 27 -
GS0245
GS0245 HEIGHT - 365.353 (meters) 1198.662 (feet) GPS OBS
GS0245 88 minus 29 -
GS0245 ***********************************************************************
GS0245 LAPLACE CORR-
GS0245 GEOID HEIGHT- -33.313
GS0245
GS0245 HORZ ORDER - FIRST
GS0245 VERT ORDER - THIRD
GS0245
GS0245.The horizontal coordinates were established by GPS observations
GS0245.and adjusted by the Woolpert Consultants in March 1997.
GS0245
GS0245.The orthometric height was determined by GPS observations.
GS0245
GS0245
GS0245.The geoid height was determined by GEOID93.
GS0245
GS0245; North East Scale Converg.
GS0245;SPC OH N - 141707.317 687729.656 0.99994170 +0 41 3.958 MT
GS0245;SPC OH N - 464918.089 2256326.380 US SURVEY FEET
GS0245
GS0245_STATION MARK IS A SURVEY DISK
GS0245_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0245_THE MARK IS STAMPED: SUMMIT COUNTY GIS 245
GS0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0245+STABILITY: SURFACE MOTION
GS0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0245+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0245
GS0245 HISTORY - Year Condition Recov. By
GS0245 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0245
GS0245 STATION DESCRIPTION
GS0245
GS0245'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0245'THE STATION IS LOCATED AT THE INTERSECTION OF JAQUELYN DRIVE AND
GS0245'HONEYMOON DRIVE 27.8' NORTH OF CENTERLINE OF PAVEMENT OF JAQUELYN
GS0245'DRIVE AND 60.0' WEST OF CENTERLINE OF PAVEMENT OF HONEYMOON DRIVE
GS0245'IT IS ALSO 96.0' NORTHWEST OF A POWER POLE 110' NORTH OF THE
GS0245'NORTHEAST CORNER OF HOUSE #2112 JAQUELYN DRIVE AND 142' NORTHEAST OF
GS0245'THE NORTHWEST CORNER OF THE SAME HOUSE.
GS0245
|
|
|
|
|
|
|
|
|
|
|
|
2256326.0
|
464918.21875
|
0101000020960E0000C0BB8D30E33641418C2B2E5A58601C41
|
true
|
2012-10-03 10:10:00 -0400
|
false
|
40.93806417777777777777
|
-81.45816646944444444444
|
-81.4581664694444
|
40.9380641777776
|
2256326.37932536
|
464918.08806675
|
687729.655877681
|
141707.316657365
|
171
|
171
|
SUMMIT COUNTY GIS 246
|
GS0246
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
246
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD SCEHISTORY - 2012 GOOD SCEHISTORY - 2013 GOOD SCE 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
38.50006
|
N
|
81
|
26
|
53.3703
|
W
|
ADJUSTED
|
-33.32
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
142379.621
|
688564.377
|
0.9999415
|
+
|
0
|
41
|
27.6
|
|
MT
|
C
|
|
|
|
359.81
|
1180.477
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON WISE ROAD 700' WEST OF THE I-77 OVERPASS,
56.0' NORTHEAST OF A 24" INLET, 92.2' SOUTHWEST OF A POWER POLE AND
56.8' SOUTHEAST OF THE EAST END OF A 12" CMP. OFF HSE #2258.
|
2015-10-21 00:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0246 ***********************************************************************
GS0246 DESIGNATION - SUMMIT COUNTY GIS 246
GS0246 PID - GS0246
GS0246 STATE/COUNTY- OH/SUMMIT
GS0246 USGS QUAD - NORTH CANTON
GS0246
GS0246 HORZ DATUM - NAD 83(1986)
GS0246 VERT DATUM - NGVD 88
GS0246
GS0246 POSITION - 40 56 38.50006(N) 081 26 53.37030(W) ADJUSTED
GS0246 83 minus 27 -
GS0246
GS0246 HEIGHT - 359.810 (meters) 1180.477 (feet) GPS OBS
GS0246 88 minus 29 -
GS0246 ***********************************************************************
GS0246 LAPLACE CORR-
GS0246 GEOID HEIGHT- -33.323
GS0246
GS0246 HORZ ORDER - FIRST
GS0246 VERT ORDER - THIRD
GS0246
GS0246.The horizontal coordinates were established by GPS observations
GS0246.and adjusted by the Woolpert Consultants in March 1997.
GS0246
GS0246.The orthometric height was determined by GPS observations.
GS0246
GS0246
GS0246.The geoid height was determined by GEOID93.
GS0246
GS0246; North East Scale Converg.
GS0246;SPC OH N - 142379.621 688564.377 0.99994150 +0 41 27.62 MT
GS0246;SPC OH N - 467123.807 2259064.960 US SURVEY FEET
GS0246
GS0246_STATION MARK IS A SURVEY DISK
GS0246_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0246_THE MARK IS STAMPED: SUMMIT COUNTY GIS 246
GS0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0246+STABILITY: SURFACE MOTION
GS0246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0246+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0246
GS0246 HISTORY - Year Condition Recov. By
GS0246 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0246
GS0246 STATION DESCRIPTION
GS0246
GS0246'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0246'THE STATION IS LOCATED ON WISE ROAD 700' WEST OF THE I-77 OVERPASS
GS0246'56.0' NORTHEAST OF A 24" INLET 92.2' SOUTHWEST OF A POWER POLE AND
GS0246'56.8' SOUTHEAST OF THE EAST END OF A 12" CMP.
GS0246
|
|
|
|
|
|
|
|
|
|
|
|
2259065.0
|
467123.5
|
0101000020960E00001C45B17A3C3C4141119E5C3BCF821C41
|
true
|
2013-09-11 08:49:00 -0400
|
false
|
40.94402779444444444444
|
-81.44815841666666666666
|
-81.4481584166667
|
40.9440277944443
|
2259064.95853485
|
467123.807970495
|
688564.376490175
|
142379.621428633
|
172
|
172
|
SUMMIT COUNTY GIS 247
|
GS0247
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
247
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2012 FAIR COSE SURVEY CREW 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
25.8563
|
N
|
81
|
25
|
12.47018
|
W
|
ADJUSTED
|
-33.33
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
142018.48
|
690929.01
|
0.9999416
|
+
|
0
|
42
|
33.9
|
|
MT
|
C
|
|
|
|
337.303
|
1106.635
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON WISE ROAD WEST OF THE SUMMIT/STARK COUNTY
LINE, 83.6' WEST OF THE WESY END OF A CONCRETE HEADWALL, 68.8'
SOUTHEAST OF A 20" PINE TREE AND 46.4' NORTHWEST OF A 14" ELM TREE.
68 FEET N.E. OF A TELEPHONE POLE #73BF/3B-14, 107 FEET EAST OF CL. OF
DRIVE FOR HSE#3081, 14 FEET NORTH OF CL. OF WISE ROAD.
FOUND 5 INCHES DEEP IN GRAVEL FOR HSE #3101.
GOOD GPS. UNABLE TO LOCATE, UNDER PAV'T.
|
2015-10-21 00:00:00 -0400
|
SCE
|
UNABLE TO LOCATE
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0247 ***********************************************************************
GS0247 DESIGNATION - SUMMIT COUNTY GIS 247
GS0247 PID - GS0247
GS0247 STATE/COUNTY- OH/SUMMIT
GS0247 USGS QUAD - NORTH CANTON
GS0247
GS0247 HORZ DATUM - NAD 83(1986)
GS0247 VERT DATUM - NGVD 88
GS0247
GS0247 POSITION - 40 56 25.85630(N) 081 25 12.47018(W) ADJUSTED
GS0247 83 minus 27 -
GS0247
GS0247 HEIGHT - 337.303 (meters) 1106.635 (feet) GPS OBS
GS0247 88 minus 29 -
GS0247 ***********************************************************************
GS0247 LAPLACE CORR-
GS0247 GEOID HEIGHT- -33.338
GS0247
GS0247 HORZ ORDER - FIRST
GS0247 VERT ORDER - THIRD
GS0247
GS0247.The horizontal coordinates were established by GPS observations
GS0247.and adjusted by the Woolpert Consultants in March 1997.
GS0247
GS0247.The orthometric height was determined by GPS observations.
GS0247
GS0247
GS0247.The geoid height was determined by GEOID93.
GS0247
GS0247; North East Scale Converg.
GS0247;SPC OH N - 142018.480 690929.010 0.99994160 +0 42 33.91 MT
GS0247;SPC OH N - 465938.963 2266822.927 US SURVEY FEET
GS0247
GS0247_STATION MARK IS A SURVEY DISK
GS0247_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0247_THE MARK IS STAMPED: SUMMIT COUNTY GIS 247
GS0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0247+STABILITY: SURFACE MOTION
GS0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0247+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0247
GS0247 HISTORY - Year Condition Recov. By
GS0247 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0247
GS0247 STATION DESCRIPTION
GS0247
GS0247'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0247'THE STATION IS LOCATED ON WISE ROAD WEST OF THE SUMMIT/STARK COUNTY
GS0247'LINE 83.6' WEST OF THE WESY END OF A CONCRETE HEADWALL 68.8'
GS0247'SOUTHEAST OF A 20" PINE TREE AND 46.4' NORTHWEST OF A 14" ELM TREE.
GS0247
|
|
|
|
|
|
|
|
|
|
|
|
2266823.75
|
465939.625
|
0101000020960E0000319A9176634B4141D084C3DA4B701C41
|
true
|
2012-09-05 03:25:00 -0400
|
false
|
40.94051563888888888889
|
-81.42013060555555555556
|
-81.4201306055556
|
40.9405156388887
|
2266822.92631843
|
465938.96363647
|
690929.009799877
|
142018.480153342
|
173
|
173
|
SUMMIT COUNTY GIS 248
|
GS0248
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
248
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2015 GOOD SCE - 2018 COSE FIELD CREW GOOD - 2020 COSE FIELD CREW GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
40.44658
|
N
|
81
|
38
|
49.52715
|
W
|
ADJUSTED
|
-33.21
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
140406.071
|
671832.501
|
0.9999421
|
+
|
0
|
33
|
37.1
|
|
MT
|
C
|
|
|
|
304.729
|
999.765
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 14.6' WEST OF CENTERLINE OF PAVEMENT OF 7TH
AVENUE AND 192.6' SOUTH OF CENTERLINE OF PAVEMENT OF HICKORY STREET
IT IS ALSO 117.1' SOUTH OF POWER POLE #FS-2526 AND 120.9' NORTH OF
POWER POLE #FS-2527 90' NORTHEAST OF THE NORTHEAST CORNER OF
HOUSE #7524 7TH AVENUE AND 97' SOUTHEAST OF THE SOUTHEAST CORNER
OF A GARAGE FOR HOUSE #3216 HICKORY STREET. 52' NORTH OF A POWER
POLE WITH NO NUMBER. IN FRONT OF HOUSE #7512 7TH AVE.
GOOD FOR GPS.
|
2020-01-23 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0248 ***********************************************************************
GS0248 DESIGNATION - SUMMIT COUNTY GIS 248
GS0248 PID - GS0248
GS0248 STATE/COUNTY- OH/SUMMIT
GS0248 USGS QUAD - DOYLESTOWN
GS0248
GS0248 HORZ DATUM - NAD 83(1986)
GS0248 VERT DATUM - NGVD 88
GS0248
GS0248 POSITION - 40 55 40.44658(N) 081 38 49.52715(W) ADJUSTED
GS0248 83 minus 27 -
GS0248
GS0248 HEIGHT - 304.729 (meters) 999.765 (feet) GPS OBS
GS0248 88 minus 29 -
GS0248 ***********************************************************************
GS0248 LAPLACE CORR-
GS0248 GEOID HEIGHT- -33.215
GS0248
GS0248 HORZ ORDER - FIRST
GS0248 VERT ORDER - THIRD
GS0248
GS0248.The horizontal coordinates were established by GPS observations
GS0248.and adjusted by the Woolpert Consultants in March 1997.
GS0248
GS0248.The orthometric height was determined by GPS observations.
GS0248
GS0248
GS0248.The geoid height was determined by GEOID93.
GS0248
GS0248; North East Scale Converg.
GS0248;SPC OH N - 140406.071 671832.501 0.99994210 +0 33 37.14 MT
GS0248;SPC OH N - 460648.918 2204170.464 US SURVEY FEET
GS0248
GS0248_STATION MARK IS A SURVEY DISK
GS0248_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0248_THE MARK IS STAMPED: SUMMIT COUNTY GIS 248
GS0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0248+STABILITY: SURFACE MOTION
GS0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0248+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0248
GS0248 HISTORY - Year Condition Recov. By
GS0248 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0248 HISTORY - 2000 GOOD COSE
GS0248
GS0248 STATION DESCRIPTION
GS0248
GS0248'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0248'THE STATION IS LOCATED 14.6' WEST OF CENTERLINE OF PAVEMENT OF 7TH
GS0248'AVENUE AND 192.6' SOUTH OF CENTERLINE OF PAVEMENT OF HICKORY STREET
GS0248'IT IS ALSO 117.1' SOUTH OF A POWER POLE 120.9' NORTH OF A POWER POLE
GS0248'90' NORTHEAST OF THE NORTHEAST CORNER OF HOUSE #7524 7TH AVENUE AND
GS0248'97' SOUTHEAST OF THE SOUTHEAST CORNER OF A GARAGE FOR HOUSE #3216
GS0248'HICKORY STREET.
GS0248
|
|
|
|
|
|
|
|
|
|
|
|
2204171.5
|
460649.0625
|
0101000020960E0000D306753B05D14041A70910ACA31D1C41
|
true
|
2013-08-15 10:40:00 -0400
|
false
|
40.92790182777777777778
|
-81.647090875
|
-81.647090875
|
40.9279018277776
|
2204170.46450887
|
460648.918029929
|
671832.501247306
|
140406.071027646
|
174
|
174
|
SUMMIT COUNTY GIS 249
|
GS0249
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
249
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
42.8788
|
N
|
81
|
37
|
35.15918
|
W
|
ADJUSTED
|
-33.22
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
140498.312
|
673571.502
|
0.9999421
|
+
|
0
|
34
|
26.0
|
|
MT
|
C
|
|
|
|
302.284
|
991.743
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED IN CLINTON 21.6' WEST OF CENTERLINE OF
PAVEMENT OF VAN BUREN ROAD 199.0' SOUTH OF ITS INTERSECTION WITH
WEST NIMISILA ROAD 59.4' SOUTHWEST OF POWER POLE # 87030
AND 81' NORTHWEST OF THE NORTHWEST CORNER OF HOUSE #7315 VAN
BUREN ROAD.
SUITABLE FOR GPS.
|
2022-01-21 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0249 ***********************************************************************
GS0249 DESIGNATION - SUMMIT COUNTY GIS 249
GS0249 PID - GS0249
GS0249 STATE/COUNTY- OH/SUMMIT
GS0249 USGS QUAD - DOYLESTOWN
GS0249
GS0249 HORZ DATUM - NAD 83(1986)
GS0249 VERT DATUM - NGVD 88
GS0249
GS0249 POSITION - 40 55 42.87880(N) 081 37 35.15918(W) ADJUSTED
GS0249 83 minus 27 -
GS0249
GS0249 HEIGHT - 302.284 (meters) 991.743 (feet) GPS OBS
GS0249 88 minus 29 -
GS0249 ***********************************************************************
GS0249 LAPLACE CORR-
GS0249 GEOID HEIGHT- -33.224
GS0249
GS0249 HORZ ORDER - FIRST
GS0249 VERT ORDER - THIRD
GS0249
GS0249.The horizontal coordinates were established by GPS observations
GS0249.and adjusted by the Woolpert Consultants in March 1997.
GS0249
GS0249.The orthometric height was determined by GPS observations.
GS0249
GS0249
GS0249.The geoid height was determined by GEOID93.
GS0249
GS0249; North East Scale Converg.
GS0249;SPC OH N - 140498.312 673571.502 0.99994210 +0 34 26.00 MT
GS0249;SPC OH N - 460951.545 2209875.836 US SURVEY FEET
GS0249
GS0249_STATION MARK IS A SURVEY DISK
GS0249_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0249_THE MARK IS STAMPED: SUMMIT COUNTY GIS 249
GS0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0249+STABILITY: SURFACE MOTION
GS0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0249+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0249
GS0249 HISTORY - Year Condition Recov. By
GS0249 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0249 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0249
GS0249 STATION DESCRIPTION
GS0249
GS0249'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0249'THE STATION IS LOCATED IN CLINTON 21.6' WEST OF CENTERLINE OF
GS0249'PAVEMENT OF VAN BUREN ROAD 199.0' SOUTH OF ITS INTERSECTION WITH
GS0249'WEST NIMISILA ROAD 59.4' SOUTHWSET OF A POWER POLE "A 87030"
GS0249 68' NORTHWEST OF THE SOUTHWEST CORNER OF HOUSE #7309 VAN BUREN ROAD
GS0249'AND 81'NORTHWEST OF THE NORTHWEST CORNER OF HOUSE #7315 VAN BUREN ROAD.
GS0249
|
|
|
|
|
|
|
|
|
|
|
|
2209875.836
|
460951.53125
|
0101000020960E0000FC58DEEA29DC40419B060D2F5E221C41
|
true
|
2013-08-15 10:41:00 -0400
|
false
|
40.92857744444444444445
|
-81.62643310555555555556
|
-81.6264331055555
|
40.9285774444443
|
2209875.83491051
|
460951.545948127
|
673571.501623727
|
140498.312201598
|
175
|
175
|
SUMMIT COUNTY GIS 250
|
GS0250
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
250
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY FIELD CREW - 2020 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
31.76515
|
N
|
81
|
36
|
34.10457
|
W
|
ADJUSTED
|
-33.22
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
140169.963
|
675003.286
|
0.9999422
|
+
|
0
|
35
|
6.11
|
|
MT
|
C
|
|
|
|
311.955
|
1023.472
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.0' NORTH OF CENTERLINE OF PAVEMENT OF
COMET ROAD AND 61.0' EAST OF CENTERLINE OF DRIVEWAY TO HOUSE #2285
WEST COMET ROAD. 24.0' SOUTHWEST OF A POWER POLE #FS1910 AND 77.5'
NORTHWEST OF A POWER POLE #FS1264.
GOOD FOR GPS.
|
2020-01-21 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0250 ***********************************************************************
GS0250 DESIGNATION - SUMMIT COUNTY GIS 250
GS0250 PID - GS0250
GS0250 STATE/COUNTY- OH/SUMMIT
GS0250 USGS QUAD - CANAL FULTON
GS0250
GS0250 HORZ DATUM - NAD 83(1986)
GS0250 VERT DATUM - NGVD 88
GS0250
GS0250 POSITION - 40 55 31.76515(N) 081 36 34.10457(W) ADJUSTED
GS0250 83 minus 27 -
GS0250
GS0250 HEIGHT - 311.955 (meters) 1023.472 (feet) GPS OBS
GS0250 88 minus 29 -
GS0250 ***********************************************************************
GS0250 LAPLACE CORR-
GS0250 GEOID HEIGHT- -33.229
GS0250
GS0250 HORZ ORDER - FIRST
GS0250 VERT ORDER - THIRD
GS0250
GS0250.The horizontal coordinates were established by GPS observations
GS0250.and adjusted by the Woolpert Consultants in March 1997.
GS0250
GS0250.The orthometric height was determined by GPS observations.
GS0250
GS0250
GS0250.The geoid height was determined by GEOID93.
GS0250
GS0250; North East Scale Converg.
GS0250;SPC OH N - 140169.963 675003.286 0.99994220 +0 35 6.114 MT
GS0250;SPC OH N - 459874.287 2214573.281 US SURVEY FEET
GS0250
GS0250_STATION MARK IS A SURVEY DISK
GS0250_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0250_THE MARK IS STAMPED: SUMMIT COUNTY GIS 250
GS0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0250+STABILITY: SURFACE MOTION
GS0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0250+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0250
GS0250 HISTORY - Year Condition Recov. By
GS0250 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0250 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0250
GS0250 STATION DESCRIPTION
GS0250
GS0250'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0250'THE STATION IS LOCATED 24.0' NORTH OF CENTERLINE OF PAVEMENT OF
GS0250'COMET ROAD AND 61.0' EAST OF CENTERLINE OF DRIVEWAY OF HOUSE #2285
GS0250'COMET ROAD. 24.0' SOUTHWEST OF A POWER POLE #FS1910 AND 77.5'
GS0250'NORTHWEST OF A POWER POLE #FS1264.
GS0250
|
|
|
|
|
|
|
|
|
|
|
|
2214573.0
|
459874.65625
|
0101000020960E000090F3C4A356E5404154A4D42389111C41
|
true
|
2012-11-02 10:31:00 -0400
|
false
|
40.92549031944444444445
|
-81.60947349166666666667
|
-81.6094734916666
|
40.9254903194443
|
2214573.27944798
|
459874.284990852
|
675003.285582315
|
140169.962405118
|
176
|
176
|
SUMMIT COUNTY GIS 251
|
GS0251
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
251
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
42.01329
|
N
|
81
|
35
|
10.61435
|
W
|
ADJUSTED
|
-33.24
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
140506.265
|
676953.193
|
0.9999421
|
+
|
0
|
36
|
0.96
|
|
MT
|
C
|
|
|
|
335.355
|
1100.244
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.0' EAST OF CENTERLINE OF PAVEMENT OF
GROVE ROAD AND 83.5' NORTH OF CENTERLINE OF A DRIVEWAY FOR HOUSE
#6927 #6929. IT IS ALSO 78.5' SOUTHEAST OF AN 36" SOUTHERLY OAK
TREE 58' NORTHEAST OF A 4" GAS BREATHER STACK, 22' SOUTHEAST
OF A CATCHBASIN.
GOOD FOR GPS
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0251 ***********************************************************************
GS0251 DESIGNATION - SUMMIT COUNTY GIS 251
GS0251 PID - GS0251
GS0251 STATE/COUNTY- OH/SUMMIT
GS0251 USGS QUAD - CANAL FULTON
GS0251
GS0251 HORZ DATUM - NAD 83(1986)
GS0251 VERT DATUM - NGVD 88
GS0251
GS0251 POSITION - 40 55 42.01329(N) 081 35 10.61435(W) ADJUSTED
GS0251 83 minus 27 -
GS0251
GS0251 HEIGHT - 335.355 (meters) 1100.244 (feet) GPS OBS
GS0251 88 minus 29 -
GS0251 ***********************************************************************
GS0251 LAPLACE CORR-
GS0251 GEOID HEIGHT- -33.243
GS0251
GS0251 HORZ ORDER - FIRST
GS0251 VERT ORDER - THIRD
GS0251
GS0251.The horizontal coordinates were established by GPS observations
GS0251.and adjusted by the Woolpert Consultants in March 1997.
GS0251
GS0251.The orthometric height was determined by GPS observations.
GS0251
GS0251
GS0251.The geoid height was determined by GEOID93.
GS0251
GS0251; North East Scale Converg.
GS0251;SPC OH N - 140506.265 676953.193 0.99994210 +0 36 0.962 MT
GS0251;SPC OH N - 460977.638 2220970.601 US SURVEY FEET
GS0251
GS0251_STATION MARK IS A SURVEY DISK
GS0251_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0251_THE MARK IS STAMPED: SUMMIT COUNTY GIS 251
GS0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0251+STABILITY: SURFACE MOTION
GS0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0251+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0251
GS0251 HISTORY - Year Condition Recov. By
GS0251 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0251 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0251
GS0251 STATION DESCRIPTION
GS0251
GS0251'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0251'THE STATION IS LOCATED 24.0' EAST OF CENTERLINE OF PAVEMENT OF
GS0251'GROVE ROAD AND 83.5' NORTH OF CENTERLINE OF A DRIVEWAY FOR HOUSE
GS0251'#6927 #6929. IT IS ALSO 78.5' SOUTHEAST OF AN 18" SOUTHERLY OAK
GS0251'TREE 58' NORTHEAST OF A 4" GAS BREATHER STACK.
GS0251
|
|
|
|
|
|
|
|
|
|
|
|
2220970.75
|
460977.65625
|
0101000020960E0000DEB6A54CD5F140415C1F228CC6221C41
|
true
|
2012-12-06 09:27:00 -0500
|
false
|
40.928337025
|
-81.58628176388888888889
|
-81.5862817638889
|
40.9283370249998
|
2220970.5988072
|
460977.636848917
|
676953.192422819
|
140506.264724064
|
180
|
180
|
SUMMIT COUNTY GIS 252
|
GS0252
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
252
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
12.52496
|
N
|
81
|
34
|
31.75574
|
W
|
ADJUSTED
|
-33.24
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
139606.296
|
677871.874
|
0.9999424
|
+
|
0
|
36
|
26.4
|
|
MT
|
C
|
|
|
|
297.666
|
976.592
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF COMET ROAD APPROX. 600'
EAST OF ITS INTERSECTION WITH HAMPSHER ROAD. IT IS ALSO 139.4'
WEST OF A POWER POLE 10.6' EAST OF A POWER POLE #FS2904 29.1' SOUTH
OF THE CENTERLINE OF PAVEMENT OF COMET ROAD AND 23' EAST OF THE
CENTERLINE OF A DRIVEWAY FOR HOUSE #1298 COMET ROAD.
GOOD FOR GPS.
|
2018-04-11 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0252 ***********************************************************************
GS0252 DESIGNATION - SUMMIT COUNTY GIS 252
GS0252 PID - GS0252
GS0252 STATE/COUNTY- OH/SUMMIT
GS0252 USGS QUAD - CANAL FULTON
GS0252
GS0252 HORZ DATUM - NAD 83(1986)
GS0252 VERT DATUM - NGVD 88
GS0252
GS0252 POSITION - 40 55 12.52496(N) 081 34 31.75574(W) ADJUSTED
GS0252 83 minus 27 -
GS0252
GS0252 HEIGHT - 297.666 (meters) 976.592 (feet) GPS OBS
GS0252 88 minus 29 -
GS0252 ***********************************************************************
GS0252 LAPLACE CORR-
GS0252 GEOID HEIGHT- -33.241
GS0252
GS0252 HORZ ORDER - FIRST
GS0252 VERT ORDER - THIRD
GS0252
GS0252.The horizontal coordinates were established by GPS observations
GS0252.and adjusted by the Woolpert Consultants in March 1997.
GS0252
GS0252.The orthometric height was determined by GPS observations.
GS0252
GS0252
GS0252.The geoid height was determined by GEOID93.
GS0252
GS0252; North East Scale Converg.
GS0252;SPC OH N - 139606.296 677871.874 0.99994240 +0 36 26.49 MT
GS0252;SPC OH N - 458024.989 2223984.640 US SURVEY FEET
GS0252
GS0252_STATION MARK IS A SURVEY DISK
GS0252_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0252_THE MARK IS STAMPED: SUMMIT COUNTY GIS 252
GS0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0252+STABILITY: SURFACE MOTION
GS0252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0252+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0252
GS0252 HISTORY - Year Condition Recov. By
GS0252 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0252 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0252
GS0252 STATION DESCRIPTION
GS0252
GS0252'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0252'THE STATION IS LOCATED ON THE SOUTH SIDE OF COMET ROAD APPROX. 600'
GS0252'EAST OF ITS INTERSECTION WITH HAMPSHIRE ROAD. IT IS ALSO 139.4'
GS0252'WEST OF A POWER POLE 10.6' EAST OF A POWER POLE #FS2904 29.1' SOUTH
GS0252'OF THE CENTERLINE OF PAVEMENT OF COMET ROAD AND 23' EAST OF THE
GS0252'CENTERLINE OF A DRIVEWAY FOR HOUSE #1298 COMET ROAD.
GS0252
|
|
|
|
|
|
|
|
|
|
|
|
2223985.25
|
458025.40625
|
0101000020960E00002FD70552B8F740417C9CBAF3A3F41B41
|
true
|
2012-12-06 09:29:00 -0500
|
false
|
40.92014582222222222223
|
-81.57548770555555555556
|
-81.5754877055555
|
40.9201458222221
|
2223984.64080324
|
458024.988016553
|
677871.874260576
|
139606.295560018
|
181
|
181
|
SUMMIT COUNTY GIS 253
|
GS0253
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
253
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2003 GOOD COSEHISTORY - 2012 GOOD COSE 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
47.02284
|
N
|
81
|
33
|
55.49495
|
W
|
ADJUSTED
|
-33.25
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
140679.403
|
678708.843
|
0.999942
|
+
|
0
|
36
|
50.3
|
|
MT
|
C
|
|
|
|
324.24
|
1063.777
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF MANCHESTER ROAD 50.0'
SOUTH OF ITS INTERSECTION WITH YAGER ROAD 98.2' SOUTHEAST OF A
POWER POLE 105.2' NORTHWEST OF A POWER POLE 52.7' NORTHEAST OF
THE SOUTHEAST CORNER OF #6470 MANCHESTER ROAD AND 62.5'
SOUTHEAST OF THE NORTHEAST CORNER OF THE SAME BUILDING
(A-1 VINYL DECK & FENCE CO.)
37 FEET WEST OF CENTERLINE MANCHESTER ROAD
GOOD FOR GPS.
|
2018-04-11 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0253 ***********************************************************************
GS0253 DESIGNATION - SUMMIT COUNTY GIS 253
GS0253 PID - GS0253
GS0253 STATE/COUNTY- OH/SUMMIT
GS0253 USGS QUAD - CANAL FULTON
GS0253
GS0253 HORZ DATUM - NAD 83(1986)
GS0253 VERT DATUM - NGVD 88
GS0253
GS0253 POSITION - 40 55 47.02284(N) 081 33 55.49495(W) ADJUSTED
GS0253 83 minus 27 -
GS0253
GS0253 HEIGHT - 324.240 (meters) 1063.777 (feet) GPS OBS
GS0253 88 minus 29 -
GS0253 ***********************************************************************
GS0253 LAPLACE CORR-
GS0253 GEOID HEIGHT- -33.255
GS0253
GS0253 HORZ ORDER - FIRST
GS0253 VERT ORDER - THIRD
GS0253
GS0253.The horizontal coordinates were established by GPS observations
GS0253.and adjusted by the Woolpert Consultants in March 1997.
GS0253
GS0253.The orthometric height was determined by GPS observations.
GS0253
GS0253
GS0253.The geoid height was determined by GEOID93.
GS0253
GS0253; North East Scale Converg.
GS0253;SPC OH N - 140679.403 678708.843 0.99994200 +0 36 50.31 MT
GS0253;SPC OH N - 461545.675 2226730.596 US SURVEY FEET
GS0253
GS0253_STATION MARK IS A SURVEY DISK
GS0253_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0253_THE MARK IS STAMPED: SUMMIT COUNTY GIS 253
GS0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0253+STABILITY: SURFACE MOTION
GS0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0253+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0253
GS0253 HISTORY - Year Condition Recov. By
GS0253 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0253 HISTORY - 2000 GOOD COSE
GS0253
GS0253 STATION DESCRIPTION
GS0253
GS0253'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0253'THE STATION IS LOCATED ON THE WEST SIDE OF MANCHESTER ROAD 50.0'
GS0253'SOUTH OF ITS INTERSECTION WITH YAGER ROAD 98.2' SOUTHEAST OF A
GS0253'POWER POLE 105.2' NORTHWEST OF A POWER POLE 52.7' NORTHEAST OF
GS0253'THE SOUTHEAST CORNER OF HOUSE #6470 MANCHESTER ROAD AND 62.5'
GS0253'SOUTHEAST OF THE NORTHEAST CORNER OF THE SAME BUILDING.
GS0253
|
|
|
|
|
|
|
|
|
|
|
|
2226730.75
|
461546.0
|
0101000020960E00007DA04B4C15FD40419362EFB1A62B1C41
|
true
|
2012-10-19 07:13:00 -0400
|
false
|
40.92972856666666666667
|
-81.56541526388888888889
|
-81.5654152638889
|
40.9297285666665
|
2226730.59605795
|
461545.673764744
|
678708.843096149
|
140679.402722282
|
182
|
182
|
SUMMIT COUNTY GIS 254
|
GS0254
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
254
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
13.76479
|
N
|
81
|
32
|
19.73895
|
W
|
ADJUSTED
|
-33.25
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
139677.929
|
680960.164
|
0.9999424
|
+
|
0
|
37
|
53.2
|
|
MT
|
C
|
|
|
|
296.269
|
972.009
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF COMET ROAD APPROX. 900'
WEST OF SOUTH MAIN STREET AND 23.7' NORTH OF CENTERLINE OF PAVEMENT
OF COMET ROAD. IT IS ALSO 25.4' SOUTHEAST OF A POWER POLE #FS4541,
60.0' NORTHEAST OF A TELEPHONE POLE #FS 2071 AND 43.0' EAST OF A DRIVEWAY
FOR HOUSE #98 COMET ROAD. THIS STATION IS ACROSS THE STREET FROM
THIS HOUSE.
GOOD FOR GPS.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0254 ***********************************************************************
GS0254 DESIGNATION - SUMMIT COUNTY GIS 254
GS0254 PID - GS0254
GS0254 STATE/COUNTY- OH/SUMMIT
GS0254 USGS QUAD - CANAL FULTON
GS0254
GS0254 HORZ DATUM - NAD 83(1986)
GS0254 VERT DATUM - NGVD 88
GS0254
GS0254 POSITION - 40 55 13.76479(N) 081 32 19.73895(W) ADJUSTED
GS0254 83 minus 27 -
GS0254
GS0254 HEIGHT - 296.269 (meters) 972.009 (feet) GPS OBS
GS0254 88 minus 29 -
GS0254 ***********************************************************************
GS0254 LAPLACE CORR-
GS0254 GEOID HEIGHT- -33.259
GS0254
GS0254 HORZ ORDER - FIRST
GS0254 VERT ORDER - THIRD
GS0254
GS0254.The horizontal coordinates were established by GPS observations
GS0254.and adjusted by the Woolpert Consultants in March 1997.
GS0254
GS0254.The orthometric height was determined by GPS observations.
GS0254
GS0254
GS0254.The geoid height was determined by GEOID93.
GS0254
GS0254; North East Scale Converg.
GS0254;SPC OH N - 139677.929 680960.164 0.99994240 +0 37 53.21 MT
GS0254;SPC OH N - 458260.005 2234116.805 US SURVEY FEET
GS0254
GS0254_STATION MARK IS A SURVEY DISK
GS0254_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0254_THE MARK IS STAMPED: SUMMIT COUNTY GIS 254
GS0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0254+STABILITY: SURFACE MOTION
GS0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0254+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0254
GS0254 HISTORY - Year Condition Recov. By
GS0254 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0254 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0254
GS0254 STATION DESCRIPTION
GS0254
GS0254'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0254'THE STATION IS LOCATED ON THE NORTH SIDE OF COMET ROAD APPROX. 900'
GS0254'WEST OF SOUTH MAIN STREET AND 23.7' NORTH OF CENTERLINE OF PAVEMENT
GS0254'OF COMET ROAD. IT IS ALSO 25.4' SOUTHEAST OF A POWER POLE #FS4541
GS0254'60.0' NORTHEAST OF A TELEPHONE POLE AND 43.0' EAST OF A DRIVEWAY
GS0254'FOR HOUSE #98 COMET ROAD. THIS STATION IS ACROSS THE STREET FROM
GS0254'THIS HOUSE.
GS0254
|
|
|
|
|
|
|
|
|
|
|
|
2234116.25
|
458260.03125
|
0101000020960E000046C52867820B4141E4FDF20650F81B41
|
true
|
2013-08-23 03:20:00 -0400
|
false
|
40.92049021944444444445
|
-81.538816375
|
-81.538816375
|
40.9204902194443
|
2234116.80593172
|
458260.006786315
|
680960.164368317
|
139677.929424311
|
183
|
183
|
SUMMIT COUNTY GIS 255
|
GS0255
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
255
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE CREW HISTORY - 2002 GOOD COSE CREW HISTORY - 2004 GOOD COSE CREW HISTORY - 2012 GOOD COSE CREW- 2018- GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
57.49684
|
N
|
81
|
32
|
6.2826
|
W
|
ADJUSTED
|
-33.27
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
141030.288
|
681260.067
|
0.9999419
|
+
|
0
|
38
|
2.05
|
|
MT
|
C
|
|
|
|
317.118
|
1040.411
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED WEST SIDE OF SOUTH MAIN STREET 153.6' NORTH
OF KILLINGER ROAD. IT IS ALSO 19.8' WEST OF THE CENTERLINE OF
PAVEMENT OF SOUTH MAIN STREET, 32.6' SOUTH OF POWER POLE #FS-822,
124.6' NORTH OF A POWER POLE #110612.
|
2018-05-15 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0255 ***********************************************************************
GS0255 DESIGNATION - SUMMIT COUNTY GIS 255
GS0255 PID - GS0255
GS0255 STATE/COUNTY- OH/SUMMIT
GS0255 USGS QUAD - CANAL FULTON
GS0255
GS0255 HORZ DATUM - NAD 83(1986)
GS0255 VERT DATUM - NGVD 88
GS0255
GS0255 POSITION - 40 55 57.49684(N) 081 32 06.28260(W) ADJUSTED
GS0255 83 minus 27 -
GS0255
GS0255 HEIGHT - 317.118 (meters) 1040.411 (feet) GPS OBS
GS0255 88 minus 29 -
GS0255 ***********************************************************************
GS0255 LAPLACE CORR-
GS0255 GEOID HEIGHT- -33.273
GS0255
GS0255 HORZ ORDER - FIRST
GS0255 VERT ORDER - THIRD
GS0255
GS0255.The horizontal coordinates were established by GPS observations
GS0255.and adjusted by the Woolpert Consultants in March 1997.
GS0255
GS0255.The orthometric height was determined by GPS observations.
GS0255
GS0255
GS0255.The geoid height was determined by GEOID93.
GS0255
GS0255; North East Scale Converg.
GS0255;SPC OH N - 141030.288 681260.067 0.99994190 +0 38 2.059 MT
GS0255;SPC OH N - 462696.870 2235100.736 US SURVEY FEET
GS0255
GS0255_STATION MARK IS A SURVEY DISK
GS0255_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0255_THE MARK IS STAMPED: SUMMIT COUNTY GIS 255
GS0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0255+STABILITY: SURFACE MOTION
GS0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0255+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0255
GS0255 HISTORY - Year Condition Recov. By
GS0255 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0255
GS0255 STATION DESCRIPTION
GS0255
GS0255'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0255'THE STATION IS LOCATED WEST SIDE OF SOUTH MAIN STREET 153.6' NORTH
GS0255'OF KILLINGER ROAD. IT IS ALSO 19.8' WEST OF THE CENTERLINE OF
GS0255'PAVEMENT OF SOUTH MAIN STREET 32.6' SOUTH OF A POWER POLE 124.6'
GS0255'NORTH OF A POWER POLE.
GS0255
|
|
|
|
|
|
|
|
|
|
|
|
2235100.25
|
462696.21875
|
0101000020960E00003B84585E6E0D414113F5667AA33D1C41
|
true
|
2013-08-23 03:22:00 -0400
|
false
|
40.93263801111111111111
|
-81.5350785
|
-81.5350785
|
40.9326380111109
|
2235100.73707631
|
462696.869533376
|
681260.067180993
|
141030.287894332
|
184
|
184
|
SUMMIT COUNTY GIS 256
|
GS0256
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
256
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD SCEHISTORY - 2013 GOOD COSE SURVEY CREWHISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
47.8589
|
N
|
81
|
30
|
54.22332
|
W
|
ADJUSTED
|
-33.27
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
140751.857
|
682949.024
|
0.999942
|
+
|
0
|
38
|
49.3
|
|
MT
|
C
|
|
|
|
309.163
|
1014.312
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED AT THE INTERSECTION OF CHRISTMAN AND
KILLINGER ROADS, 30.0' SOUTH OF CENTERLINE OF PAVEMENT OF KILLINGER
ROAD, 66.5' EAST OF CHRISTMAN ROAD, 34.0' NORTHEAST OF A 5/8 REBAR
SET, 39.0' EAST OF CHRISTMAN ROAD, 62.5' SOUTH OF KILLINGER ROAD
AND 100.0' SOUTHWEST OF THE POINT OF INTERSECTION OF KILLINGER AND
CHRISTMAN ROADS. 84 FEET SW OF 30" WALNUT
|
2018-05-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0256 ***********************************************************************
GS0256 DESIGNATION - SUMMIT COUNTY GIS 256
GS0256 PID - GS0256
GS0256 STATE/COUNTY- OH/SUMMIT
GS0256 USGS QUAD - CANAL FULTON
GS0256
GS0256 HORZ DATUM - NAD 83(1986)
GS0256 VERT DATUM - NGVD 88
GS0256
GS0256 POSITION - 40 55 47.85890(N) 081 30 54.22332(W) ADJUSTED
GS0256 83 minus 27 -
GS0256
GS0256 HEIGHT - 309.163 (meters) 1014.312 (feet) GPS OBS
GS0256 88 minus 29 -
GS0256 ***********************************************************************
GS0256 LAPLACE CORR-
GS0256 GEOID HEIGHT- -33.278
GS0256
GS0256 HORZ ORDER - FIRST
GS0256 VERT ORDER - THIRD
GS0256
GS0256.The horizontal coordinates were established by GPS observations
GS0256.and adjusted by the Woolpert Consultants in March 1997.
GS0256
GS0256.The orthometric height was determined by GPS observations.
GS0256
GS0256
GS0256.The geoid height was determined by GEOID93.
GS0256
GS0256; North East Scale Converg.
GS0256;SPC OH N - 140751.857 682949.024 0.99994200 +0 38 49.39 MT
GS0256;SPC OH N - 461783.384 2240641.923 US SURVEY FEET
GS0256
GS0256_STATION MARK IS A SURVEY DISK
GS0256_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0256_THE MARK IS STAMPED: SUMMIT COUNTY GIS 256
GS0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0256+STABILITY: SURFACE MOTION
GS0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0256+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0256
GS0256 HISTORY - Year Condition Recov. By
GS0256 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0256
GS0256 STATION DESCRIPTION
GS0256
GS0256'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0256'THE STATION IS LOCATED AT THE INTERSECTION OF CHRISTMAN AND
GS0256'KILLINGER ROADS 30.0' SOUTH OF CENTERLINE OF PAVEMENT OF KILLINGER
GS0256'ROAD 66.5' EAST OF CHRISTMAN ROAD 34.0' NORTHEAST OF A 5/8 REBAR
GS0256'SET 39.0' EAST OF CHRISTMAN ROAD AND 62.5' SOUTH OF KILLINGER ROAD
GS0256'AND 100.0' SOUTHWEST OF THE POINT OF INTERSECTION OF KILLINGER AND
GS0256'CHRISTMAN ROADS.
GS0256
|
|
|
|
|
|
|
|
|
|
|
|
2240642.25
|
461783.875
|
0101000020960E000028420BF64018414173309B885D2F1C41
|
true
|
2013-08-29 10:44:00 -0400
|
false
|
40.92996080555555555556
|
-81.51506203333333333333
|
-81.5150620333333
|
40.9299608055554
|
2240641.92221858
|
461783.3834045
|
682949.023790271
|
140751.85676539
|
185
|
185
|
SUMMIT COUNTY GIS 257
|
GS0257
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
257
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 DAMAGED NOT USEABLE COSE SURVEY CREWHISTORY - 2012 UNABLE TO LOCATE COSE SURVEY CREWHISTORY - 2013 DISTURBED SCE HISTORY 2015 DISTURBED SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
11.79312
|
N
|
81
|
29
|
57.96115
|
W
|
ADJUSTED
|
-33.27
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
139654.422
|
684277.912
|
0.9999424
|
+
|
0
|
39
|
26.3
|
|
MT
|
C
|
|
|
|
335.586
|
1101.002
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED SOUTH SIDE OF APPLE RIDGE ROAD 345' WEST OF
THE INTERSECTION OF APPLE RIDGE CIRCLE. IT IS ALSO 232.2' EAST OF
A POWER POLE, 132.8' SOUTHWEST OF A POWER POLE AND 31.0' SOUTH OF
CENTERLINE OF PAVEMENT OF APPLE RIDGE ROAD.
MONUMENT DAMAGED NOT USEABLE.
|
2015-09-02 00:00:00 -0400
|
SCE
|
Disturbed
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0257 ***********************************************************************
GS0257 DESIGNATION - SUMMIT COUNTY GIS 257
GS0257 PID - GS0257
GS0257 STATE/COUNTY- OH/SUMMIT
GS0257 USGS QUAD - NORTH CANTON
GS0257
GS0257 HORZ DATUM - NAD 83(1986)
GS0257 VERT DATUM - NGVD 88
GS0257
GS0257 POSITION - 40 55 11.79312(N) 081 29 57.96115(W) ADJUSTED
GS0257 83 minus 27 -
GS0257
GS0257 HEIGHT - 335.586 (meters) 1101.002 (feet) GPS OBS
GS0257 88 minus 29 -
GS0257 ***********************************************************************
GS0257 LAPLACE CORR-
GS0257 GEOID HEIGHT- -33.278
GS0257
GS0257 HORZ ORDER - FIRST
GS0257 VERT ORDER - THIRD
GS0257
GS0257.The horizontal coordinates were established by GPS observations
GS0257.and adjusted by the Woolpert Consultants in March 1997.
GS0257
GS0257.The orthometric height was determined by GPS observations.
GS0257
GS0257
GS0257.The geoid height was determined by GEOID93.
GS0257
GS0257; North East Scale Converg.
GS0257;SPC OH N - 139654.422 684277.912 0.99994240 +0 39 26.36 MT
GS0257;SPC OH N - 458182.883 2245001.783 US SURVEY FEET
GS0257
GS0257_STATION MARK IS A SURVEY DISK
GS0257_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0257_THE MARK IS STAMPED: SUMMIT COUNTY GIS 257
GS0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0257+STABILITY: SURFACE MOTION
GS0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0257+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0257
GS0257 HISTORY - Year Condition Recov. By
GS0257 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0257
GS0257 STATION DESCRIPTION
GS0257
GS0257'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0257'THE STATION IS LOCATED SOUTH SIDE OF APPLE RIDGE ROAD 345' WEST OF
GS0257'THE INTERSECTION OF APPLE RIDGE CIRCLE. IT IS ALSO 232.2' EAST OF
GS0257'A POWER POLE 132.8' SOUTHWEST OF A POWER POLE AND 31.0' SOUTH OF
GS0257'CENTERLINE OF PAVEMENT OF APPLE RIDGE ROAD.
GS0257
|
|
|
|
|
|
|
|
|
|
|
|
2245001.25
|
458182.3125
|
0101000020960E000027C66CE4C42041419EA15F891BF71B41
|
true
|
2013-09-11 08:47:00 -0400
|
false
|
40.91994253333333333334
|
-81.49943365277777777777
|
-81.4994336527778
|
40.9199425333332
|
2245001.78456952
|
458182.884153867
|
684277.912492615
|
139654.422398926
|
186
|
186
|
SUMMIT COUNTY GIS 258
|
GS0258
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
258
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD SCEHISTORY - 2013 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
22.78781
|
N
|
81
|
28
|
38.19969
|
W
|
ADJUSTED
|
-33.29
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
140015.189
|
686140.052
|
0.9999423
|
+
|
0
|
40
|
18.7
|
|
MT
|
C
|
|
|
|
359.584
|
1179.735
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED AT THE INTERSECTION OF KOONS AND THURSBY ROADS. IT IS ALSO 26.5' NORTH OF CENTERLINE OF PAVEMENT OF KOONS ROAD, 39.0' WEST OF CENTERLINE OF PAVEMENT OF THURSBY ROAD, 84.7' EAST OF A POWER POLE #92756 519 8/1, 65.0' WEST OF A POWER POLE #92755 519 19, 69.0' NORTHEAST OF A 36" OAK TREE AND 77.0' SOUTHWEST OF A POWER POLE #119120 144 21. FOUND 12" BELOW SURFACE.
|
2018-05-23 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0258 ***********************************************************************
GS0258 DESIGNATION - SUMMIT COUNTY GIS 258
GS0258 PID - GS0258
GS0258 STATE/COUNTY- OH/SUMMIT
GS0258 USGS QUAD - NORTH CANTON
GS0258
GS0258 HORZ DATUM - NAD 83(1986)
GS0258 VERT DATUM - NGVD 88
GS0258
GS0258 POSITION - 40 55 22.78781(N) 081 28 38.19969(W) ADJUSTED
GS0258 83 minus 27 -
GS0258
GS0258 HEIGHT - 359.584 (meters) 1179.735 (feet) GPS OBS
GS0258 88 minus 29 -
GS0258 ***********************************************************************
GS0258 LAPLACE CORR-
GS0258 GEOID HEIGHT- -33.291
GS0258
GS0258 HORZ ORDER - FIRST
GS0258 VERT ORDER - THIRD
GS0258
GS0258.The horizontal coordinates were established by GPS observations
GS0258.and adjusted by the Woolpert Consultants in March 1997.
GS0258
GS0258.The orthometric height was determined by GPS observations.
GS0258
GS0258
GS0258.The geoid height was determined by GEOID93.
GS0258
GS0258; North East Scale Converg.
GS0258;SPC OH N - 140015.189 686140.052 0.99994230 +0 40 18.75 MT
GS0258;SPC OH N - 459366.499 2251111.154 US SURVEY FEET
GS0258
GS0258_STATION MARK IS A SURVEY DISK
GS0258_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0258_THE MARK IS STAMPED: SUMMIT COUNTY GIS 258
GS0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0258+STABILITY: SURFACE MOTION
GS0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0258+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0258
GS0258 HISTORY - Year Condition Recov. By
GS0258 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0258
GS0258 STATION DESCRIPTION
GS0258
GS0258'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0258'THE STATION IS LOCATED AT THE INTERSECTION OF KOONS AND THURSBY
GS0258'ROADS. IT IS ALSO 26.5' NORTH OF CENTERLINE OF PAVEMENT OF KOONS
GS0258'ROAD 39.0' WEST OF CENTERLINE OF PAVEMENT OF THURSBY ROAD 84.7'
GS0258'EAST OF A POWER POLE #92756 519 18/1 65.0' WEST OF A POWER POLE
GS0258'#92755 519 19 69.0' NORTHEAST OF A 36" OAK TREE AND 77.0'
GS0258'SOUTHWEST OF A POWER POLE #119120 144 21.
GS0258
|
|
|
|
|
|
|
|
|
|
|
|
2251110.5
|
459366.46875
|
0101000020960E00000A86CE93B32C41418F9C91009A091C41
|
true
|
2013-09-10 09:03:00 -0400
|
false
|
40.92299661388888888889
|
-81.47727769166666666667
|
-81.4772776916667
|
40.9229966138887
|
2251111.1547401
|
459366.500555464
|
686140.052244887
|
140015.189399666
|
187
|
187
|
SUMMIT COUNTY GIS 259
|
GS0259
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
259
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2012 UNABLE TO LOCATE COSE SURVEY CREWHISTORY - 2012 UNABLE TO LOCATE COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
47.93304
|
N
|
81
|
26
|
46.09946
|
W
|
ADJUSTED
|
-33.31
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
140821.989
|
688753.271
|
0.999942
|
+
|
0
|
41
|
32.4
|
|
MT
|
C
|
|
|
|
368.838
|
1210.096
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 468.0' WEST OF A DRIVEWAY FOR THE OHIO ARMY NATIONAL GUARD ON GREENSBURG ROAD. IT IS ALSO 91.5' NORTHWEST OF A POWER POLE, 109.6' EAST OF A POWER POLE #GR-56 AND 34.8' SOUTH OF CENTERLINE OF PAVEMENT OF GREENSBURG ROAD.
CONCRETE DRIVE FOR BUILDING 2778 AT LOCATION OF MONUMENT.
|
2015-10-26 00:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0259 ***********************************************************************
GS0259 DESIGNATION - SUMMIT COUNTY GIS 259
GS0259 PID - GS0259
GS0259 STATE/COUNTY- OH/SUMMIT
GS0259 USGS QUAD - NORTH CANTON
GS0259
GS0259 HORZ DATUM - NAD 83(1986)
GS0259 VERT DATUM - NGVD 88
GS0259
GS0259 POSITION - 40 55 47.93304(N) 081 26 46.09946(W) ADJUSTED
GS0259 83 minus 27 -
GS0259
GS0259 HEIGHT - 368.838 (meters) 1210.096 (feet) GPS OBS
GS0259 88 minus 29 -
GS0259 ***********************************************************************
GS0259 LAPLACE CORR-
GS0259 GEOID HEIGHT- -33.314
GS0259
GS0259 HORZ ORDER - FIRST
GS0259 VERT ORDER - THIRD
GS0259
GS0259.The horizontal coordinates were established by GPS observations
GS0259.and adjusted by the Woolpert Consultants in March 1997.
GS0259
GS0259.The orthometric height was determined by GPS observations.
GS0259
GS0259
GS0259.The geoid height was determined by GEOID93.
GS0259
GS0259; North East Scale Converg.
GS0259;SPC OH N - 140821.989 688753.271 0.99994200 +0 41 32.40 MT
GS0259;SPC OH N - 462013.476 2259684.690 US SURVEY FEET
GS0259
GS0259_STATION MARK IS A SURVEY DISK
GS0259_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0259_THE MARK IS STAMPED: SUMMIT COUNTY GIS 259
GS0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0259+STABILITY: SURFACE MOTION
GS0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0259+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0259
GS0259 HISTORY - Year Condition Recov. By
GS0259 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0259
GS0259 STATION DESCRIPTION
GS0259
GS0259'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0259'THE STATION IS LOCATED 468.0' WEST OF A DRIVEWAY FOR THE OHIO ARMY
GS0259'NATIONAL GUARD ON GREENSBURG ROAD. IT IS ALSO 91.5' NORTHWEST OF A
GS0259'POWER POLE 109.6' EAST OF A POWER POLE AND 34.8' SOUTH OF
GS0259'CENTERLINE OF PAVEMENT OF GREENSBURG ROAD.
GS0259
|
|
|
|
|
|
|
|
|
|
|
|
2259685.25
|
462013.4375
|
0101000020960E0000A98D6258723D41418C6DA8E7F5321C41
|
true
|
2013-09-17 10:12:00 -0400
|
false
|
40.9299814
|
-81.44613873888888888889
|
-81.4461387388889
|
40.9299813999999
|
2259684.69050761
|
462013.476228439
|
688753.271173261
|
140821.989198389
|
188
|
188
|
SUMMIT COUNTY GIS 260
|
GS0260
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
260
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2012 GOOD COSE SURVEY CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
10.59086
|
N
|
81
|
25
|
49.00592
|
W
|
ADJUSTED
|
-33.31
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
139686.475
|
690102.96
|
0.9999425
|
+
|
0
|
42
|
9.91
|
|
MT
|
C
|
|
|
|
359.631
|
1179.889
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED APPROX. 1700' NORTH OF I-77 EXIT RAMP AND
76.0' NORTH OF THE CENTERLINE OF ENTRANCE 3, AIR CAMIS AND FAA FIELD MAINTENANCE DRIVEWAY. IT IS
ALSO 66.5' SOUTHEAST OF A POWER POLE. 17 FEET WEST OF EDGE OF PAVT OF SOUTH BOUND LANE LAUBY RD.
|
2018-06-01 00:00:00 -0400
|
SCE
|
Good
|
YES
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0260 ***********************************************************************
GS0260 DESIGNATION - SUMMIT COUNTY GIS 260
GS0260 PID - GS0260
GS0260 STATE/COUNTY- OH/SUMMIT
GS0260 USGS QUAD - NORTH CANTON
GS0260
GS0260 HORZ DATUM - NAD 83(1986)
GS0260 VERT DATUM - NGVD 88
GS0260
GS0260 POSITION - 40 55 10.59086(N) 081 25 49.00592(W) ADJUSTED
GS0260 83 minus 27 -
GS0260
GS0260 HEIGHT - 359.631 (meters) 1179.889 (feet) GPS OBS
GS0260 88 minus 29 -
GS0260 ***********************************************************************
GS0260 LAPLACE CORR-
GS0260 GEOID HEIGHT- -33.318
GS0260
GS0260 HORZ ORDER - FIRST
GS0260 VERT ORDER - THIRD
GS0260
GS0260.The horizontal coordinates were established by GPS observations
GS0260.and adjusted by the Woolpert Consultants in March 1997.
GS0260
GS0260.The orthometric height was determined by GPS observations.
GS0260
GS0260
GS0260.The geoid height was determined by GEOID93.
GS0260
GS0260; North East Scale Converg.
GS0260;SPC OH N - 139686.475 690102.960 0.99994250 +0 42 9.911 MT
GS0260;SPC OH N - 458288.043 2264112.795 US SURVEY FEET
GS0260
GS0260_STATION MARK IS A SURVEY DISK
GS0260_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0260_THE MARK IS STAMPED: SUMMIT COUNTY GIS 260
GS0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0260+STABILITY: SURFACE MOTION
GS0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0260+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0260
GS0260 HISTORY - Year Condition Recov. By
GS0260 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0260
GS0260 STATION DESCRIPTION
GS0260
GS0260'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0260'THE STATION IS LOCATED APPROX. 1700' NORTH OF I-77 EXIT RAMP AND
GS0260'76.0' NORTH OF THE CENTERLINE OF GOODRICH HANGER DRIVEWAY. IT IS
GS0260'ALSO 66.5' SOUTHEAST OF A POWER POLE.
GS0260
|
|
|
|
|
|
|
|
|
|
|
|
2264112.0
|
458288.21875
|
0101000020960E00008AC2B2651846414156A01B2CC0F81B41
|
true
|
2012-08-09 10:16:00 -0400
|
false
|
40.91960857222222222223
|
-81.43027942222222222223
|
-81.4302794222222
|
40.9196085722221
|
2264112.79451782
|
458288.043074136
|
690102.959974951
|
139686.474901928
|
189
|
189
|
SUMMIT COUNTY GIS 261
|
GS0261
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
261
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 NOT RECOVERED COSE SURVEY CREWHISTORY - 2012 UNABLE TO LOCATE COSE SURVEY CREWHISTORY - 2013 UNABLE TO LOCATE COSE SURVEY CREW HISTORY 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
42.5497
|
N
|
81
|
25
|
14.99591
|
W
|
ADJUSTED
|
-33.33
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
140682.009
|
690886.465
|
0.9999421
|
+
|
0
|
42
|
32.2
|
|
MT
|
C
|
|
|
|
339.583
|
1114.115
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON GREENSBURG ROAD 407' WEST OF THE RAILROAD TRACKS JUST WEST OF THE SUMMIT/STARK COUNTY LINE. IT IS ALSO 49.0' EAST OF THE EAST END OF A CONCRETE HEADWALL, 38.0' WEST OF A POWER POLE #6/34 AND 54.0' NORTHWEST OF A POWER POLE 74BF/2C-5. ON THE NORTH SIDE OF GREENSBURG RD.
|
2015-09-23 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0261 ***********************************************************************
GS0261 DESIGNATION - SUMMIT COUNTY GIS 261
GS0261 PID - GS0261
GS0261 STATE/COUNTY- OH/SUMMIT
GS0261 USGS QUAD - NORTH CANTON
GS0261
GS0261 HORZ DATUM - NAD 83(1986)
GS0261 VERT DATUM - NGVD 88
GS0261
GS0261 POSITION - 40 55 42.54970(N) 081 25 14.99591(W) ADJUSTED
GS0261 83 minus 27 -
GS0261
GS0261 HEIGHT - 339.583 (meters) 1114.115 (feet) GPS OBS
GS0261 88 minus 29 -
GS0261 ***********************************************************************
GS0261 LAPLACE CORR-
GS0261 GEOID HEIGHT- -33.330
GS0261
GS0261 HORZ ORDER - FIRST
GS0261 VERT ORDER - THIRD
GS0261
GS0261.The horizontal coordinates were established by GPS observations
GS0261.and adjusted by the Woolpert Consultants in March 1997.
GS0261
GS0261.The orthometric height was determined by GPS observations.
GS0261
GS0261
GS0261.The geoid height was determined by GEOID93.
GS0261
GS0261; North East Scale Converg.
GS0261;SPC OH N - 140682.009 690886.465 0.99994210 +0 42 32.25 MT
GS0261;SPC OH N - 461554.225 2266683.344 US SURVEY FEET
GS0261
GS0261_STATION MARK IS A SURVEY DISK
GS0261_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0261_THE MARK IS STAMPED: SUMMIT COUNTY GIS 261
GS0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0261+STABILITY: SURFACE MOTION
GS0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0261+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0261
GS0261 HISTORY - Year Condition Recov. By
GS0261 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0261
GS0261 STATION DESCRIPTION
GS0261
GS0261'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0261'THE STATION IS LOCATED ON GREENSBURG ROAD 407' WEST OF THE RAILROAD
GS0261'TRACKS JUST WEST OF THE SUMMIT/STARK COUNTY LINE. IT IS ALSO 49.0'
GS0261'EAST OF THE EAST END OF A CONCRETE HEADWALL 38.0' WEST OF A POWER
GS0261'POLE AND 54.0' NORTHWEST OF A POWER POLE.
GS0261
|
|
|
|
|
|
|
|
|
|
|
|
2266684.0
|
461554.1875
|
0101000020960E00000BE20BAC1D4B414121B839E5C82B1C41
|
true
|
2013-09-23 08:45:00 -0400
|
false
|
40.92848602777777777778
|
-81.42083219722222222223
|
-81.4208321972222
|
40.9284860277776
|
2266683.34411264
|
461554.223852994
|
690886.465058463
|
140682.008794395
|
190
|
190
|
SUMMIT COUNTY GIS 262
|
GS0262
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
262
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
37.81833
|
N
|
81
|
34
|
9.23604
|
W
|
ADJUSTED
|
-33.86
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
179257.105
|
677975.639
|
0.9999458
|
+
|
0
|
36
|
41.2
|
|
MT
|
C
|
|
|
|
200.861
|
658.991
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF RIVERVIEW ROAD 0.10
MILES NORTH OF COLUMBIA ROAD. IT IS ALSO 70.8' NORTHWEST OF A 15"
CB CULVERT, 103.0' NORTHWEST OF A BURIED CABLE MARKER AND 33.3'
SOUTHWEST OF CENTERLINE OF PAVEMENT OF RIVERVIEW ROAD.
|
2019-08-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0262 ***********************************************************************
GS0262 DESIGNATION - SUMMIT COUNTY GIS 262
GS0262 PID - GS0262
GS0262 STATE/COUNTY- OH/SUMMIT
GS0262 USGS QUAD - PENINSULA
GS0262
GS0262 HORZ DATUM - NAD 83(1986)
GS0262 VERT DATUM - NGVD 88
GS0262
GS0262 POSITION - 41 16 37.81833(N) 081 34 09.23604(W) ADJUSTED
GS0262 83 minus 27 -
GS0262
GS0262 HEIGHT - 200.861 (meters) 658.991 (feet) GPS OBS
GS0262 88 minus 29 -
GS0262 ***********************************************************************
GS0262 LAPLACE CORR-
GS0262 GEOID HEIGHT- -33.861
GS0262
GS0262 HORZ ORDER - FIRST
GS0262 VERT ORDER - THIRD
GS0262
GS0262.The horizontal coordinates were established by GPS observations
GS0262.and adjusted by the Woolpert Consultants in March 1997.
GS0262
GS0262.The orthometric height was determined by GPS observations.
GS0262
GS0262
GS0262.The geoid height was determined by GEOID93.
GS0262
GS0262; North East Scale Converg.
GS0262;SPC OH N - 179257.105 677975.639 0.99994580 +0 36 41.28 MT
GS0262;SPC OH N - 588112.685 2224325.076 US SURVEY FEET
GS0262
GS0262_STATION MARK IS A SURVEY DISK
GS0262_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0262_THE MARK IS STAMPED: SUMMIT COUNTY GIS 262
GS0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0262+STABILITY: SURFACE MOTION
GS0262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0262+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0262
GS0262 HISTORY - Year Condition Recov. By
GS0262 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0262 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0262
GS0262 STATION DESCRIPTION
GS0262
GS0262'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0262'THE STATION IS LOCATED ON THE WEST SIDE OF RIVERVIEW ROAD 0.10
GS0262'MILES NORTH OF COLUMBIA ROAD. IT IS ALSO 70.8' NORTHWEST OF A 15"
GS0262'C.P. CULVERT 103.0' NORTHWEST OF A BURIED CABLE MARKER AND 33.3'
GS0262'SOUTHWEST OF CENTERLINE OF PAVEMENT OF RIVERVIEW ROAD.
GS0262
|
|
|
|
|
|
|
|
|
|
|
|
2224326.0
|
588112.8125
|
0101000020960E00006B3CBF8962F84041278F585FA1F22141
|
true
|
2012-09-04 04:02:00 -0400
|
false
|
41.27717175833333333334
|
-81.56923223333333333334
|
-81.5692322333333
|
41.2771717583332
|
2224325.07614856
|
588112.686222528
|
677975.639161359
|
179257.10527482
|
191
|
191
|
SUMMIT COUNTY GIS 263
|
GS0263
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
263
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
25.32034
|
N
|
81
|
35
|
14.16845
|
W
|
ADJUSTED
|
-33.81
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
177004.836
|
676488.057
|
0.9999446
|
+
|
0
|
35
|
58.6
|
|
MT
|
C
|
|
|
|
310.093
|
1017.363
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF BOSTON MILLS ROAD 1.20
MILES EAST OF BLACK ROAD. IT IS ALSO 27.2' SOUTH OF CENTERLINE OF
PAVEMENT OF BOSTON MILLS ROAD 106.3' SOUTHEAST OF A POWER TELEPHONE
POLE AND 62.5' NORTHWEST OF A 15" CULVERT.
|
2021-07-09 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0263 ***********************************************************************
GS0263 DESIGNATION - SUMMIT COUNTY GIS 263
GS0263 PID - GS0263
GS0263 STATE/COUNTY- OH/SUMMIT
GS0263 USGS QUAD - PENINSULA
GS0263
GS0263 HORZ DATUM - NAD 83(1986)
GS0263 VERT DATUM - NGVD 88
GS0263
GS0263 POSITION - 41 15 25.32034(N) 081 35 14.16845(W) ADJUSTED
GS0263 83 minus 27 -
GS0263
GS0263 HEIGHT - 310.093 (meters) 1017.363 (feet) GPS OBS
GS0263 88 minus 29 -
GS0263 ***********************************************************************
GS0263 LAPLACE CORR-
GS0263 GEOID HEIGHT- -33.815
GS0263
GS0263 HORZ ORDER - FIRST
GS0263 VERT ORDER - THIRD
GS0263
GS0263.The horizontal coordinates were established by GPS observations
GS0263.and adjusted by the Woolpert Consultants in March 1997.
GS0263
GS0263.The orthometric height was determined by GPS observations.
GS0263
GS0263
GS0263.The geoid height was determined by GEOID93.
GS0263
GS0263; North East Scale Converg.
GS0263;SPC OH N - 177004.836 676488.057 0.99994460 +0 35 58.62 MT
GS0263;SPC OH N - 580723.366 2219444.567 US SURVEY FEET
GS0263
GS0263_STATION MARK IS A SURVEY DISK
GS0263_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0263_THE MARK IS STAMPED: SUMMIT COUNTY GIS 263
GS0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0263+STABILITY: SURFACE MOTION
GS0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0263+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0263
GS0263 HISTORY - Year Condition Recov. By
GS0263 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0263 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0263
GS0263 STATION DESCRIPTION
GS0263
GS0263'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0263'THE STATION IS LOCATED ON THE SOUTH SIDE OF BOSTON MILLS ROAD 1.20
GS0263'MILES EAST OF BLACK ROAD. IT IS ALSO 27.2' SOUTH OF CENTERLINE OF
GS0263'PAVEMENT OF BOSTON MILLS ROAD 106.3' SOUTHEAST OF A POWER TELEPHONE
GS0263'POLE AND 62.5' NORTHWEST OF A 15" CULVERT.
GS0263
|
|
|
|
|
|
|
|
|
|
|
|
2219443.5
|
580723.6875
|
0101000020960E0000F43C9348DAEE40414827C4BBE6B82141
|
true
|
2011-01-20 08:13:00 -0500
|
false
|
41.25703342777777777778
|
-81.58726901388888888889
|
-81.5872690138889
|
41.2570334277776
|
2219444.56699335
|
580723.366730907
|
676488.056995687
|
177004.836189237
|
192
|
192
|
SUMMIT COUNTY GIS 264
|
GS0264
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
264
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2012 GOOD COSE SURVEY CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
55
|
15.42393
|
N
|
81
|
27
|
46.18926
|
W
|
ADJUSTED
|
-33.29
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
139802.429
|
687359.542
|
0.9999424
|
+
|
0
|
40
|
52.9
|
|
MT
|
C
|
|
|
|
360.971
|
1184.286
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF MASSILLON AND KOONS ROADS. IT IS ALSO 78.1' SOUTHEAST OF A POWER POLE 43.5' SOUTHWEST OF A TELEPHONE POLE #645/1 36.6' NORTHEAST OF A TELEPHONE POLE #1018/22, 13.4' NORTHEAST OF AN 18" INLET.
GOOD GPS.
|
2018-06-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0264 ***********************************************************************
GS0264 DESIGNATION - SUMMIT COUNTY GIS 264
GS0264 PID - GS0264
GS0264 STATE/COUNTY- OH/SUMMIT
GS0264 USGS QUAD - NORTH CANTON
GS0264
GS0264 HORZ DATUM - NAD 83(1986)
GS0264 VERT DATUM - NGVD 88
GS0264
GS0264 POSITION - 40 55 15.42393(N) 081 27 46.18926(W) ADJUSTED
GS0264 83 minus 27 -
GS0264
GS0264 HEIGHT - 360.971 (meters) 1184.286 (feet) GPS OBS
GS0264 88 minus 29 -
GS0264 ***********************************************************************
GS0264 LAPLACE CORR-
GS0264 GEOID HEIGHT- -33.298
GS0264
GS0264 HORZ ORDER - FIRST
GS0264 VERT ORDER - THIRD
GS0264
GS0264.The horizontal coordinates were established by GPS observations
GS0264.and adjusted by the Woolpert Consultants in March 1997.
GS0264
GS0264.The orthometric height was determined by GPS observations.
GS0264
GS0264
GS0264.The geoid height was determined by GEOID93.
GS0264
GS0264; North East Scale Converg.
GS0264;SPC OH N - 139802.429 687359.542 0.99994240 +0 40 52.92 MT
GS0264;SPC OH N - 458668.469 2255112.097 US SURVEY FEET
GS0264
GS0264_STATION MARK IS A SURVEY DISK
GS0264_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0264_THE MARK IS STAMPED: SUMMIT COUNTY GIS 264
GS0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0264+STABILITY: SURFACE MOTION
GS0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0264+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0264
GS0264 HISTORY - Year Condition Recov. By
GS0264 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0264
GS0264 STATION DESCRIPTION
GS0264
GS0264'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0264'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION
GS0264'OF MASSILLON AND KIINS ROADS. IT IS ALSO 78.1' SOUTHEAST OF A
GS0264'POWER POLE 43.3'SOUTHWEST OF A TELEPHONE POLE 36.6' NORTHEAST OF A
GS0264'TELEPHONE POLE 13.4'NORTHEAST OF AN 18" INLET.
GS0264
|
|
|
|
|
|
|
|
|
|
|
|
2255112.25
|
458668.75
|
0101000020960E00002D0A580C84344141EBB8B4DEB1FE1B41
|
true
|
2012-09-05 03:17:00 -0400
|
false
|
40.92095109166666666667
|
-81.46283035
|
-81.46283035
|
40.9209510916665
|
2255112.09643676
|
458668.467486276
|
687359.541713008
|
139802.428494656
|
193
|
193
|
SUMMIT COUNTY GIS 265
|
GS0265
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
265
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 UNABLE TO LOCATE COSE SURVEY FIELD CREW HISTORY 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
54
|
55.39424
|
N
|
81
|
38
|
40.15288
|
W
|
ADJUSTED
|
-33.2
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
139018.596
|
672065.433
|
0.9999427
|
+
|
0
|
33
|
43.3
|
|
MT
|
C
|
|
|
|
294.35
|
965.713
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.7' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
SECOND STREET AND 276.2' SOUTHWEST OF ITS INTERSECTION WITH WARWICK
ROAD. IT IS ALSO 134.2' EAST OF POWER POLE # FS-395 73.8' SOUTHWEST
OF POWER POLE # FS-394 AND IT IS 35.0' SOUTHWEST OF THE CENTERLINE OF A
DRIVEWAY FOR HOUSE #7996 SECOND STREET WHICH IS ACROSS THE STREET
FROM THE MONUMENT.
THERE IS A NEW HOUSE WITH A NEW DRIVE AT THIS LOCATION
|
2015-07-02 00:00:00 -0400
|
SCE
|
Unable to Locate
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0265 ***********************************************************************
GS0265 DESIGNATION - SUMMIT COUNTY GIS 265
GS0265 PID - GS0265
GS0265 STATE/COUNTY- OH/SUMMIT
GS0265 USGS QUAD - DOYLESTOWN
GS0265
GS0265 HORZ DATUM - NAD 83(1986)
GS0265 VERT DATUM - NGVD 88
GS0265
GS0265 POSITION - 40 54 55.39424(N) 081 38 40.15288(W) ADJUSTED
GS0265 83 minus 27 -
GS0265
GS0265 HEIGHT - 294.350 (meters) 965.713 (feet) GPS OBS
GS0265 88 minus 29 -
GS0265 ***********************************************************************
GS0265 LAPLACE CORR-
GS0265 GEOID HEIGHT- -33.203
GS0265
GS0265 HORZ ORDER - FIRST
GS0265 VERT ORDER - THIRD
GS0265
GS0265.The horizontal coordinates were established by GPS observations
GS0265.and adjusted by the Woolpert Consultants in March 1997.
GS0265
GS0265.The orthometric height was determined by GPS observations.
GS0265
GS0265
GS0265.The geoid height was determined by GEOID93.
GS0265
GS0265; North East Scale Converg.
GS0265;SPC OH N - 139018.596 672065.433 0.99994270 +0 33 43.30 MT
GS0265;SPC OH N - 456096.844 2204934.675 US SURVEY FEET
GS0265
GS0265_STATION MARK IS A SURVEY DISK
GS0265_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0265_THE MARK IS STAMPED: SUMMIT COUNTY GIS 265
GS0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0265+STABILITY: SURFACE MOTION
GS0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0265+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0265
GS0265 HISTORY - Year Condition Recov. By
GS0265 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0265 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0265
GS0265 STATION DESCRIPTION
GS0265
GS0265'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0265'THE STATION IS LOCATED 22.7' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
GS0265'SECOND STREET AND 276.2' SOUTHWEST OF ITS INTERSECTION WITH WARWICK
GS0265'ROAD. IT IS ALSO 134.2' NORTHEAST OF A POWER POLE # FS-395 73.8' SOUTHWEST
GS0265'OF A POWER POLE # FS-394 AND IT IS 35.0' SOUTHWEST OF THE CENTERLINE OF A
GS0265'DRIVEWAY FOR HOUSE #7996 SECOND STREET WHICH IS ACROSS THE STREET
GS0265'FROM THE MONUMENT.
GS0265
|
|
|
|
|
|
|
|
|
|
|
|
2204935.0
|
456096.4375
|
0101000020960E00007514735683D240419D2D716183D61B41
|
true
|
2013-08-15 10:38:00 -0400
|
false
|
40.91538728888888888889
|
-81.64448691111111111111
|
-81.6444869111111
|
40.9153872888887
|
2204934.67538696
|
456096.845158303
|
672065.433188812
|
139018.596441427
|
194
|
194
|
SUMMIT COUNTY GIS 266
|
GS0266
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
266
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY FIELD CREW - 2020 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
54
|
59.8257
|
N
|
81
|
37
|
45.8568
|
W
|
ADJUSTED
|
-33.21
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
139167.855
|
673334.502
|
0.9999426
|
+
|
0
|
34
|
18.9
|
|
MT
|
C
|
|
|
|
290.432
|
952.859
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.1' EAST OF CENTERLINE OF PAVEMENT OF
FULTON ROAD AND .2 MILES SOUTH OF LUNA LAKE DRIVE. IT IS ALSO
47.7' SOUTH OF A POWER POLE 140.0' NORTH OF POWER POLE #FS-3174 AND
71.8' NORTHEAST OF POWER POLE #29/21 AND 97.0' SOUTH OF THE
CENTERLINE OF A DRIVEWAY FOR HOUSE #8288 FULTON ROAD WHICH IS
ACROSS THE STREET FROM THIS STATION. 16.7' NORTH OF CL OF DRIVE TO
HOUSE #8277.
GOOD FOR GPS.
|
2020-01-22 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0266 ***********************************************************************
GS0266 DESIGNATION - SUMMIT COUNTY GIS 266
GS0266 PID - GS0266
GS0266 STATE/COUNTY- OH/SUMMIT
GS0266 USGS QUAD - DOYLESTOWN
GS0266
GS0266 HORZ DATUM - NAD 83(1986)
GS0266 VERT DATUM - NGVD 88
GS0266
GS0266 POSITION - 40 54 59.82570(N) 081 37 45.85680(W) ADJUSTED
GS0266 83 minus 27 -
GS0266
GS0266 HEIGHT - 290.432 (meters) 952.859 (feet) GPS OBS
GS0266 88 minus 29 -
GS0266 ***********************************************************************
GS0266 LAPLACE CORR-
GS0266 GEOID HEIGHT- -33.211
GS0266
GS0266 HORZ ORDER - FIRST
GS0266 VERT ORDER - THIRD
GS0266
GS0266.The horizontal coordinates were established by GPS observations
GS0266.and adjusted by the Woolpert Consultants in March 1997.
GS0266
GS0266.The orthometric height was determined by GPS observations.
GS0266
GS0266
GS0266.The geoid height was determined by GEOID93.
GS0266
GS0266; North East Scale Converg.
GS0266;SPC OH N - 139167.855 673334.502 0.99994260 +0 34 18.97 MT
GS0266;SPC OH N - 456586.538 2209098.279 US SURVEY FEET
GS0266
GS0266_STATION MARK IS A SURVEY DISK
GS0266_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0266_THE MARK IS STAMPED: SUMMIT COUNTY GIS 266
GS0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0266+STABILITY: SURFACE MOTION
GS0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0266+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0266
GS0266 HISTORY - Year Condition Recov. By
GS0266 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0266 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0266
GS0266 STATION DESCRIPTION
GS0266
GS0266'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0266'THE STATION IS LOCATED 27.1' EAST OF CENTERLINE OF PAVEMENT OF
GS0266'FULTON ROAD AND .2 MILES SOUTH OF LUNA LAKE DRIVE. IT IS ALSO
GS0266'47.7' SOUTH OF A POWER POLE 140.0' NORTH OF A POWER POLE 71.8'
GS0266'NORTHEAST OF A POWER POLE 97.0' SOUTH OF THE CENTERLINE OF A
GS0266'DRIVEWAY FOR HOUSE #8288 FULTON ROAD WHICH IS ACROSS THE STREET
GS0266'FROM THIS STATION.
GS0266
|
|
|
|
|
|
|
|
|
|
|
|
2209099.0
|
456586.59375
|
0101000020960E00005FF8DA23A5DA4041463EE7262ADE1B41
|
true
|
2013-08-15 10:41:00 -0400
|
false
|
40.91661825
|
-81.62940466666666666667
|
-81.6294046666667
|
40.9166182499998
|
2209098.28011994
|
456586.537991498
|
673334.502449563
|
139167.8551155
|
195
|
195
|
SUMMIT COUNTY GIS 267
|
GS0267
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
267
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW-2018 GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
54
|
46.70641
|
N
|
81
|
35
|
40.26728
|
W
|
ADJUSTED
|
-33.22
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
138793.12
|
676277.217
|
0.9999428
|
+
|
0
|
35
|
41.4
|
|
MT
|
C
|
|
|
|
287.811
|
944.26
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.8' EAST OF CENTERLINE OF PAVEMENT OF
BENNER ROAD NEAR THE SUMMIT/STARK COUNTY LINE. IT IS ALSO 140.0'
NORTHEAST OF THE STEEL SHEET PILING AT THE EDGE OF PAVEMENT AT THE
NORTH END OF A SMALL BRIDGE, 182.2' SOUTHEAST OF A POWER POLE #2129-4
76.9' NORTHEAST OF A POWER POLE #2129-3 , 124' NORTHWEST OF A 4" GAS
BREATHER STACK.
|
2018-05-15 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0267 ***********************************************************************
GS0267 DESIGNATION - SUMMIT COUNTY GIS 267
GS0267 PID - GS0267
GS0267 STATE/COUNTY- OH/SUMMIT
GS0267 USGS QUAD - CANAL FULTON
GS0267
GS0267 HORZ DATUM - NAD 83(1986)
GS0267 VERT DATUM - NGVD 88
GS0267
GS0267 POSITION - 40 54 46.70641(N) 081 35 40.26728(W) ADJUSTED
GS0267 83 minus 27 -
GS0267
GS0267 HEIGHT - 287.811 (meters) 944.260 (feet) GPS OBS
GS0267 88 minus 29 -
GS0267 ***********************************************************************
GS0267 LAPLACE CORR-
GS0267 GEOID HEIGHT- -33.225
GS0267
GS0267 HORZ ORDER - FIRST
GS0267 VERT ORDER - THIRD
GS0267
GS0267.The horizontal coordinates were established by GPS observations
GS0267.and adjusted by the Woolpert Consultants in March 1997.
GS0267
GS0267.The orthometric height was determined by GPS observations.
GS0267
GS0267
GS0267.The geoid height was determined by GEOID93.
GS0267
GS0267; North East Scale Converg.
GS0267;SPC OH N - 138793.120 676277.217 0.99994280 +0 35 41.48 MT
GS0267;SPC OH N - 455357.095 2218752.836 US SURVEY FEET
GS0267
GS0267_STATION MARK IS A SURVEY DISK
GS0267_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0267_THE MARK IS STAMPED: SUMMIT COUNTY GIS 267
GS0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0267+STABILITY: SURFACE MOTION
GS0267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0267+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0267
GS0267 HISTORY - Year Condition Recov. By
GS0267 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0267 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0267
GS0267 STATION DESCRIPTION
GS0267
GS0267'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0267'THE STATION IS LOCATED 22.8' EAST OF CENTERLINE OF PAVEMENT OF
GS0267'BENNER ROAD NEAR THE SUMMIT/STARK COUNTY LINE. IT IS ALSO 140.0'
GS0267'NORTHEAST OF THE STEEL SHEET PILING AT THE EDGE OF PAVEMENT AT THE
GS0267'NORTH END OF A SMALL BRIDGE 182.2' SOUTHEAST OF A POWER POLE # 4059 76.9'
GS0267'NORTHEAST OF A POWER POLE #21229-3 124' NORTHWEST OF A 4" GAS
GS0267'BREATHER STACK.
GS0267
|
|
|
|
|
|
|
|
|
|
|
|
2218752.25
|
455357.5625
|
0101000020960E00006D1CEF6A80ED4041F6B91460F4CA1B41
|
true
|
2013-08-23 03:22:00 -0400
|
false
|
40.91297400277777777778
|
-81.59451868888888888889
|
-81.5945186888889
|
40.9129740027776
|
2218752.83542209
|
455357.093829065
|
676277.216791086
|
138793.11978532
|
199
|
199
|
SUMMIT COUNTY GIS 268
|
GS0268
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
268
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2003 GOOD COSEHISTORY - 2012 GOOD COSEHISTORY 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
54
|
39.95694
|
N
|
81
|
33
|
56.16954
|
W
|
ADJUSTED
|
-33.23
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
138610.631
|
678715.226
|
0.9999428
|
+
|
0
|
36
|
49.8
|
|
MT
|
C
|
|
|
|
311.094
|
1020.648
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF CANAL FULTON ROAD APPROX
128.0' SOUTH OF THE SUMMIT/STARK COUNTY LINE. IT IS ALSO 128.6'
SOUTH OF A POWER POLE 36.0' WEST OF CENTERLINE OF MANCHESTER ROAD
(CANAL FULTON ROAD) 112.2' NORTH OF A POWER POLE 63' SOUTHWEST OF A
TREE AND 65.0' NORTHWEST OF AN 18" MAPLE TREE. IT IS ALSO SOUTH OF
DUNNING ROAD.
GOOD FOR GPS.
|
2018-04-11 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0268 ***********************************************************************
GS0268 DESIGNATION - SUMMIT COUNTY GIS 268
GS0268 PID - GS0268
GS0268 STATE/COUNTY- OH/SUMMIT
GS0268 USGS QUAD - CANAL FULTON
GS0268
GS0268 HORZ DATUM - NAD 83(1986)
GS0268 VERT DATUM - NGVD 88
GS0268
GS0268 POSITION - 40 54 39.95694(N) 081 33 56.16954(W) ADJUSTED
GS0268 83 minus 27 -
GS0268
GS0268 HEIGHT - 311.094 (meters) 1020.648 (feet) GPS OBS
GS0268 88 minus 29 -
GS0268 ***********************************************************************
GS0268 LAPLACE CORR-
GS0268 GEOID HEIGHT- -33.238
GS0268
GS0268 HORZ ORDER - FIRST
GS0268 VERT ORDER - THIRD
GS0268
GS0268.The horizontal coordinates were established by GPS observations
GS0268.and adjusted by the Woolpert Consultants in March 1997.
GS0268
GS0268.The orthometric height was determined by GPS observations.
GS0268
GS0268
GS0268.The geoid height was determined by GEOID93.
GS0268
GS0268; North East Scale Converg.
GS0268;SPC OH N - 138610.631 678715.226 0.99994280 +0 36 49.86 MT
GS0268;SPC OH N - 454758.379 2226751.537 US SURVEY FEET
GS0268
GS0268_STATION MARK IS A SURVEY DISK
GS0268_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0268_THE MARK IS STAMPED: SUMMIT COUNTY GIS 268
GS0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0268+STABILITY: SURFACE MOTION
GS0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0268+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0268
GS0268 HISTORY - Year Condition Recov. By
GS0268 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0268 HISTORY - 2000 GOOD COSE
GS0268
GS0268 STATION DESCRIPTION
GS0268
GS0268'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0268'THE STATION IS LOCATED ON THE WEST SIDE OF CANAL FULTON ROAD APPROX
GS0268'128.0' SOUTH OF THE SUMMIT/STARK COUNTY LINE. IT IS ALSO 128.6'
GS0268'SOUTH OF A POWER POLE 36.0' EAST OF CENTERLINE OF MANCHESTER ROAD
GS0268'(CANAL FULTON ROAD) 112.2' NORTH OF A POWER POLE 63' SOUTHWEST OF A
GS0268'TREE AND 65.0' NORTHWEST OF AN 18" MAPLE TREE. IT IS ALSO SOUTH OF
GS0268'DUNNING ROAD.
GS0268
|
|
|
|
|
|
|
|
|
|
|
|
2226750.75
|
454758.125
|
0101000020960E00003BBFACC41FFD40419796388299C11B41
|
true
|
2012-10-19 07:14:00 -0400
|
false
|
40.91109915
|
-81.56560265
|
-81.56560265
|
40.9110991499998
|
2226751.53652182
|
454758.377168992
|
678715.225762302
|
138610.630582353
|
200
|
200
|
SUMMIT COUNTY GIS 269
|
GS0269
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
269
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2002 GOOD COSE SURVEY CREWHISTORY - 2012 GOOD COSE SURVEY CREWHISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
54
|
34.84603
|
N
|
81
|
30
|
59.68913
|
W
|
ADJUSTED
|
-33.26
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
138498.395
|
682846.558
|
0.999943
|
+
|
0
|
38
|
45.8
|
|
MT
|
C
|
|
|
|
319.702
|
1048.889
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED AT THE INTERSECTION OF MOUNT PLEASANT ROAD AND CHRISTMAN ROAD. IT IS ALSO 39.0' WEST OF CENTERLINE OF PAVEMENT OF CHRISTMAN ROAD, APPROX. 35.0' NORTH OF CENTERLINE OF PAVEMENT OF MOUNT PLEASANT ROAD, 28.8' NORTHEAST OF A POWER POLE, 74.5' NORTHEAST OF A POWER POLE AND 75.5' SOUTHWEST OF A POWER POLE #GR2108.
GOOD GPS
|
2018-05-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0269 ***********************************************************************
GS0269 DESIGNATION - SUMMIT COUNTY GIS 269
GS0269 PID - GS0269
GS0269 STATE/COUNTY- OH/SUMMIT
GS0269 USGS QUAD - CANAL FULTON
GS0269
GS0269 HORZ DATUM - NAD 83(1986)
GS0269 VERT DATUM - NGVD 88
GS0269
GS0269 POSITION - 40 54 34.84603(N) 081 30 59.68913(W) ADJUSTED
GS0269 83 minus 27 -
GS0269
GS0269 HEIGHT - 319.702 (meters) 1048.889 (feet) GPS OBS
GS0269 88 minus 29 -
GS0269 ***********************************************************************
GS0269 LAPLACE CORR-
GS0269 GEOID HEIGHT- -33.261
GS0269
GS0269 HORZ ORDER - FIRST
GS0269 VERT ORDER - THIRD
GS0269
GS0269.The horizontal coordinates were established by GPS observations
GS0269.and adjusted by the Woolpert Consultants in March 1997.
GS0269
GS0269.The orthometric height was determined by GPS observations.
GS0269
GS0269
GS0269.The geoid height was determined by GEOID93.
GS0269
GS0269; North East Scale Converg.
GS0269;SPC OH N - 138498.395 682846.558 0.99994300 +0 38 45.80 MT
GS0269;SPC OH N - 454390.151 2240305.749 US SURVEY FEET
GS0269
GS0269_STATION MARK IS A SURVEY DISK
GS0269_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0269_THE MARK IS STAMPED: SUMMIT COUNTY GIS 269
GS0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0269+STABILITY: SURFACE MOTION
GS0269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0269+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0269
GS0269 HISTORY - Year Condition Recov. By
GS0269 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0269
GS0269 STATION DESCRIPTION
GS0269
GS0269'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0269'THE STATION IS LOCATED AT THE INTERSECTION OF MOUNT PLEASANT ROAD
GS0269'AND CHRISTMAN ROAD. IT IS ALSO 39.0' EAST OF CENTERLINE OF
GS0269'PAVEMENT OF CHRISTMAN ROAD APPROX. 35.0' NORTH OF CENTERLINE OF
GS0269'PAVEMENT OF MOUNT PLEASANT ROAD 28.8' NORTHEAST OF A POWER POLE
GS0269'74.5' NORTHEAST OF A POWER POLE AND 75.5' SOUTHWEST OF A POWER POLE
GS0269
|
|
|
|
|
|
|
|
|
|
|
|
2240306.25
|
454390.125
|
0101000020960E000044F1D3DF981741414A431B99D8BB1B41
|
true
|
2012-10-15 10:26:00 -0400
|
false
|
40.90967945277777777778
|
-81.51658031388888888889
|
-81.5165803138889
|
40.9096794527776
|
2240305.74865547
|
454390.149518062
|
682846.557883303
|
138498.394569875
|
201
|
201
|
SUMMIT COUNTY GIS 270
|
GS0270
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
270
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD SCEHISTORY - 2012 GOOD SCEHISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
54
|
31.23836
|
N
|
81
|
29
|
24.52981
|
W
|
ADJUSTED
|
-33.27
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
138412.566
|
685074.565
|
0.999943
|
+
|
0
|
39
|
48.3
|
|
MT
|
C
|
|
|
|
322.142
|
1056.894
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF MOUNT PLEASANT ROAD
APPROX. 2000' EAST OF ARLINGTON ROAD, 49.7' EAST OF A POWER POLE #JS-109,
61.0' NORTHEAST OF A POWER POLE, 131.2' NORTHWEST OF A POWER POLE,
46.0' SOUTHWEST OF THE NORTHWEST CORNER OF A METAL POST AND 56.0'
SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL POST.
EAST OF DRIVE FOR HSE #7689
|
2018-05-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0270 ***********************************************************************
GS0270 DESIGNATION - SUMMIT COUNTY GIS 270
GS0270 PID - GS0270
GS0270 STATE/COUNTY- OH/SUMMIT
GS0270 USGS QUAD - NORTH CANTON
GS0270
GS0270 HORZ DATUM - NAD 83(1986)
GS0270 VERT DATUM - NGVD 88
GS0270
GS0270 POSITION - 40 54 31.23836(N) 081 29 24.52981(W) ADJUSTED
GS0270 83 minus 27 -
GS0270
GS0270 HEIGHT - 322.142 (meters) 1056.894 (feet) GPS OBS
GS0270 88 minus 29 -
GS0270 ***********************************************************************
GS0270 LAPLACE CORR-
GS0270 GEOID HEIGHT- -33.275
GS0270
GS0270 HORZ ORDER - FIRST
GS0270 VERT ORDER - THIRD
GS0270
GS0270.The horizontal coordinates were established by GPS observations
GS0270.and adjusted by the Woolpert Consultants in March 1997.
GS0270
GS0270.The orthometric height was determined by GPS observations.
GS0270
GS0270
GS0270.The geoid height was determined by GEOID93.
GS0270
GS0270; North East Scale Converg.
GS0270;SPC OH N - 138412.566 685074.565 0.99994300 +0 39 48.32 MT
GS0270;SPC OH N - 454108.560 2247615.469 US SURVEY FEET
GS0270
GS0270_STATION MARK IS A SURVEY DISK
GS0270_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0270_THE MARK IS STAMPED: SUMMIT COUNTY GIS 270
GS0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0270+STABILITY: SURFACE MOTION
GS0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0270+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0270
GS0270 HISTORY - Year Condition Recov. By
GS0270 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0270
GS0270 STATION DESCRIPTION
GS0270
GS0270'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0270'THE STATION IS LOCATED ON THE NORTH SIDE OF MOUNT PLEASANT ROAD
GS0270'APPROX. 2000' EAST OF ARLINGTON ROAD 49.7' EAST OF A POWER POLE
GS0270'61.0' NORTHEAST OF A POWER POLE 131.2' NORTHWEST OF A POWER POLE
GS0270'46.0' SOUTHWEST OF THE NORTHWEST CORNER OF A METAL POST AND 56.0'
GS0270'SOUTHWEST OF THE SOUTHEAST CORNER OF A METAL POST.
GS0270
|
|
|
|
|
|
|
|
|
|
|
|
2247614.5
|
454108.125
|
0101000020960E0000B523C9BBDF2541415ABBAB3E72B71B41
|
true
|
2012-09-05 03:33:00 -0400
|
false
|
40.90867732222222222222
|
-81.49014716944444444444
|
-81.4901471694445
|
40.9086773222221
|
2247615.46707579
|
454108.56120198
|
685074.564513829
|
138412.566279478
|
202
|
202
|
SUMMIT COUNTY GIS 271
|
GS0271
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
271
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2012 UNABLE TO LOCATE COSE SURVEY CREWHISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
54
|
26.60132
|
N
|
81
|
26
|
50.64746
|
W
|
ADJUSTED
|
-33.3
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
138312.121
|
688677.159
|
0.999943
|
+
|
0
|
41
|
29.4
|
|
MT
|
C
|
|
|
|
357.09
|
1171.553
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED .25 MILES WEST OF SHUFFEL ROAD, 59.0' NORTHWEST OF A BRICK DRIVE MARKER ON THE WEST SIDE OF THE DRIVE FOR MOUNT PLEASANT ESTATE, 79.0' NORTHWEST OF A BRICK DRIVE MARKER ON THE EAST SIDE OF THE SAME DRIVE, 16.0' WEST OF THE JACKSON TOWNSHIP SIGN, 19 FEET NORTH OF CL LAKE-O-SPRING RD, 392' WEST OF PORT OF JACKSON AVE. THE AIRPORT HAS BEEN EXPANDED AND THIS AREA HAS BEEN REGRADED.
|
2015-10-26 00:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0271 ***********************************************************************
GS0271 DESIGNATION - SUMMIT COUNTY GIS 271
GS0271 PID - GS0271
GS0271 STATE/COUNTY- OH/SUMMIT
GS0271 USGS QUAD - NORTH CANTON
GS0271
GS0271 HORZ DATUM - NAD 83(1986)
GS0271 VERT DATUM - NGVD 88
GS0271
GS0271 POSITION - 40 54 26.60132(N) 081 26 50.64746(W) ADJUSTED
GS0271 83 minus 27 -
GS0271
GS0271 HEIGHT - 357.090 (meters) 1171.553 (feet) GPS OBS
GS0271 88 minus 29 -
GS0271 ***********************************************************************
GS0271 LAPLACE CORR-
GS0271 GEOID HEIGHT- -33.300
GS0271
GS0271 HORZ ORDER - FIRST
GS0271 VERT ORDER - THIRD
GS0271
GS0271.The horizontal coordinates were established by GPS observations
GS0271.and adjusted by the Woolpert Consultants in March 1997.
GS0271
GS0271.The orthometric height was determined by GPS observations.
GS0271
GS0271
GS0271.The geoid height was determined by GEOID93.
GS0271
GS0271; North East Scale Converg.
GS0271;SPC OH N - 138312.121 688677.159 0.99994300 +0 41 29.41 MT
GS0271;SPC OH N - 453779.017 2259434.979 US SURVEY FEET
GS0271
GS0271_STATION MARK IS A SURVEY DISK
GS0271_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0271_THE MARK IS STAMPED: SUMMIT COUNTY GIS 271
GS0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0271+STABILITY: SURFACE MOTION
GS0271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0271+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0271
GS0271 HISTORY - Year Condition Recov. By
GS0271 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0271
GS0271 STATION DESCRIPTION
GS0271
GS0271'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0271'THE STATION IS LOCATED .25 MILES WEST OF SHUFFEL ROAD 59.0'
GS0271'NORTHWEST OF A BRICK DRIVE MARKER ON THE WEST SIDE OF THE DRIVE
GS0271'FOR MOUNT PLEASANT ESTATE 79.0' NORTHWEST OF A BRICK DRIVE
GS0271'MARKER ON THE EAST SIDE OF THE SAME DRIVE 16.0' WEST OF THE
GS0271'JACKSON TOWNSHIP SIGN.
GS0271
|
|
|
|
|
|
|
|
|
|
|
|
2259434.75
|
453779.5
|
0101000020960E000035AC907DF53C4141BFC5F0104CB21B41
|
true
|
2013-09-11 08:42:00 -0400
|
false
|
40.90738925555555555556
|
-81.44740207222222222222
|
-81.4474020722222
|
40.9073892555554
|
2259434.98097756
|
453779.016543474
|
688677.159556279
|
138312.120866676
|
203
|
203
|
SUMMIT COUNTY GIS 272
|
GS0272
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
272
|
Summit County Engineer
|
1996-02-07 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2005 Unable to Locate - GBCHISTORY - 2013 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
54
|
23.60883
|
N
|
81
|
25
|
11.81975
|
W
|
ADJUSTED
|
-33.32
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
138248.098
|
690990.919
|
0.9999431
|
+
|
0
|
42
|
34.3
|
|
MT
|
C
|
|
|
|
342.625
|
1124.095
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED .2 MILES EAST OF PITTSBURG ROAD, APPROX. 23.9' NORTH OF CENTERLINE OF PAVEMENT OF MOUNT PLEASANT ROAD. 77' WEST OF POLE #5/39, 58.8' SE. OF THE SE CORNER OF THE EAST PILLAR OF DIEBOLD'S EAST DRIVE, OPPOSITE HSE #3970 MT. PLEASANT RD.
|
2018-06-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 08 1996
GS0272 ***********************************************************************
GS0272 DESIGNATION - SUMMIT COUNTY GIS 272
GS0272 PID - GS0272
GS0272 STATE/COUNTY- OH/SUMMIT
GS0272 USGS QUAD - NORTH CANTON
GS0272
GS0272 HORZ DATUM - NAD 83(1986)
GS0272 VERT DATUM - NGVD 88
GS0272
GS0272 POSITION - 40 54 23.60883(N) 081 25 11.81975(W) ADJUSTED
GS0272 83 minus 27 -
GS0272
GS0272 HEIGHT - 342.625 (meters) 1124.095 (feet) GPS OBS
GS0272 88 minus 29 -
GS0272 ***********************************************************************
GS0272 LAPLACE CORR-
GS0272 GEOID HEIGHT- -33.320
GS0272
GS0272 HORZ ORDER - FIRST
GS0272 VERT ORDER - THIRD
GS0272
GS0272.The horizontal coordinates were established by GPS observations
GS0272.and adjusted by the Woolpert Consultants in March 1997.
GS0272
GS0272.The orthometric height was determined by GPS observations.
GS0272
GS0272
GS0272.The geoid height was determined by GEOID93.
GS0272
GS0272; North East Scale Converg.
GS0272;SPC OH N - 138248.098 690990.919 0.99994310 +0 42 34.34 MT
GS0272;SPC OH N - 453568.968 2267026.040 US SURVEY FEET
GS0272
GS0272_STATION MARK IS A SURVEY DISK
GS0272_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0272_THE MARK IS STAMPED: SUMMIT COUNTY GIS 272
GS0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0272+STABILITY: SURFACE MOTION
GS0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0272+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0272
GS0272 HISTORY - Year Condition Recov. By
GS0272 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0272
GS0272 STATION DESCRIPTION
GS0272
GS0272'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0272'THE STATION IS LOCATED .2 MILES EAST OF PITTSBURG ROAD APPROX.
GS0272'23.9' NORTH OF CENTERLINE OF PAVEMENT OF MOUNT PLEASANT ROAD.
GS0272'THIS STATION WAS NOT FOUND.
GS0272
|
|
|
|
|
|
|
|
|
|
|
|
2267025.25
|
453569.3125
|
0101000020960E0000CCE91505C94B41414882EFDE03AF1B41
|
true
|
2013-09-10 09:05:00 -0400
|
false
|
40.90655800833333333333
|
-81.41994993055555555556
|
-81.4199499305555
|
40.9065580083332
|
2267026.03973124
|
453568.967710529
|
690990.91889192
|
138248.097854347
|
218
|
218
|
Z 301
|
CE0565
|
OH
|
Summit
|
|
USCGS
|
1963-12-31 00:00:00 -0500
|
disk in concrete
|
Z 301 1964
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSE-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
11
|
8.83932
|
N
|
81
|
28
|
5.43486
|
W
|
ADJUSTED
|
-33.65
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by differential leveling and adjusted bythe National Geodetic Survey in June 1991.The geoid height was determined by GEOID93.
|
OH N
|
169204.791
|
686561.342
|
0.9999413
|
+
|
0
|
40
|
40.2
|
|
MT
|
C
|
|
|
|
317.17
|
1040.58
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE SEE ALSO MB1086
THE STATION IS LOCATED ABOUTH 3.7 MILES NORTH ALONG THE
PENNSYLVANIA RAILROAD FROM THE STATION AT CUYAHOGA FALLS NEAR
THE CROSSING OF HUDSON DRIVE 82.0' SOUTHEAST OF THE APPROXIMATE
CENTER OF THE CROSSING OF MAIN TRACK AND HUDSON DRIVE 20.8' EAST
OF THE EAST RAIL OF THE MAIN TRACK 23.5' WEST OF A ROW OF
SHRUBBERY 50.0' NORTH OF THE CENTER OF THE WEST END OF A CONCRETE
WALL FOR DRAINAGE DITCH THROUGH A VACANT LOT 2.5' SOUTH OF A
TELEPHONE POLE ABOUT LEVEL WITH THE TOP OF RAIL SET IN THE TOP OF
A CONCRETE POST PROJECTING 2" ABOVE THE LEVEL OF GROUND.
NOTE: THIS MARK MAY BE REACHED BY GOING 4.2 MILES SOUTH ALONG
THE PENNSYLVANIA RAILROAD FROM THE STATION AT HUDSON.
|
2022-01-13 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0565 ***********************************************************************
CE0565 DESIGNATION - Z 301
CE0565 PID - CE0565
CE0565 STATE/COUNTY- OH/SUMMIT
CE0565 USGS QUAD -
CE0565
CE0565 HORZ DATUM - NAD 83(1986)
CE0565 VERT DATUM - NGVD 88
CE0565
CE0565 POSITION - 41 11 08.83932(N) 081 28 05.43486(W) ADJUSTED
CE0565 83 minus 27 -
CE0565
CE0565 HEIGHT - 317.170 (meters) 1040.58 (feet) ADJUSTED
CE0565 88 minus 29 -
CE0565 ***********************************************************************
CE0565 LAPLACE CORR-
CE0565 GEOID HEIGHT- -33.650
CE0565
CE0565 HORZ ORDER - SECOND CLASS II
CE0565 VERT ORDER - THIRD
CE0565
CE0565.The horizontal coordinates were established by GPS observations
CE0565.and adjusted by Woolpert in March 1997.
CE0565
CE0565.The orthometric height was determined by differential leveling and adjusted by
CE0565.the National Geodetic Survey in June 1991.
CE0565
CE0565
CE0565.The geoid height was determined by GEOID93.
CE0565
CE0565; North East Scale Converg.
CE0565;SPC OH N - 169204.791 686561.342 0.99994130 +0 40 40.28 MT
CE0565;SPC OH N - 555132.718 2252493.336 US SURVEY FEET
CE0565
CE0565_STATION MARK IS A SURVEY DISK
CE0565_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0565_THE MARK IS STAMPED: ST-4 (Z-301)
CE0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0565+STABILITY: SURFACE MOTION
CE0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0565+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0565
CE0565 HISTORY - Year Condition Recov. By
CE0565 HISTORY - 1996 - GOOD COSE
CE0565 STATION DESCRIPTION
CE0565
CE0565'DESCRIBED BY COSE SEE AKSO MB1086
CE0565'THE STATION IS LOCATED ABOUTH 3.7 MILES NORTH ALONG THE
CE0565'PENNSYLVANIA RAILROAD FROM THE STATION AT CUYAHOGA FALLS NEAR
CE0565'THE CROSSING OF HUDSON DRIVE 82.0' SOUTHEAST OF THE APPROXIMATE
CE0565'CENTER OF THE CROSSING OF MAIN TRACK AND HUDSON DRIVE 20.8' EAST
CE0565'OF THE EAST RAIL OF THE MAIN TRACK 23.5' WEST OF A ROW OF
CE0565'SHRUBBERY 50.0' NORTH OF THE CENTER OF THE WEST END OF A CONCRETE
CE0565'WALL FOR DRAINAGE DITCH THROUGH A VACANT LOT 2.5' SOUTH OF A
CE0565'TELEPHONE POLE ABOUT LEVEL WITH THE TOP OF RAIL SET IN THE TOP OF
CE0565'A CONCRETE POST PROJECTING 2" ABOVE THE LEVEL OF GROUND.
CE0565'NOTE: THIS MARK MAY BE REACHED BY GOING 4.2 MILES SOUTH ALONG
CE0565'THE PENNSYLVANIA RAILROAD FROM THE STATION AT HUDSON.
CE0565
|
|
|
|
|
|
|
|
|
|
|
|
2252493.0
|
555132.1875
|
0101000020960E00004E82F1AA662F41416529BA6FF9F02041
|
false
|
2006-02-03 04:40:00 -0500
|
false
|
41.1857887
|
-81.46817635
|
-81.46817635
|
41.1857886999998
|
2252493.33549527
|
555132.718217176
|
686561.341781642
|
169204.790922158
|
233
|
233
|
NO 5
|
CE1069
|
OH
|
Summit
|
|
|
|
DISK IN CULVERT HEADWALL
|
(NONE)
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2013 - GOOD COSE HISTORY 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
0
|
14.48
|
N
|
81
|
40
|
53.83
|
W
|
SCALED
|
|
|
THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING USGS 1950'S.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1125.66
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE:
THE STATION IS LOCATED ALONG JOHNSON ROAD 0.7 MILES WEST OF HAMETOWN ROAD IN THE EAST END OF THE SOUTH CONCRETE HEADWALL OF CULVERT. FIRST CULVERT EAST OF HOUSE #4457. LOCATED IN FRONT OF HOUSE #4434
|
2018-05-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1069 *********************************************************************
CE1069 DESIGNATION - NO 5
CE1069 PID - CE1069
CE1069 STATE/COUNTY- OH/SUMMIT
CE1069
CE1069 HORZ DATUM - NAD 83(1986)
CE1069 VERT DATUM - NGVD 29
CE1069
CE1069 POSITION - 41 00 14.48 (N) 081 40 53.83 (W) SCALED
CE1069 83 MINUS 27 -
CE1069
CE1069 HEIGHT - (meters) 1125.66 (feet) ADJUST
CE1069 88 MINUS 29 -
CE1069 *********************************************************************
CE1069
CE1069 VERT ORDER - THIRD
CE1069
CE1069 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1069 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1069 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1069
CE1069_STATION MARK IS A SURVEY DISK
CE1069_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF A CULVERT
CE1069_THE MARK IS STAMPED: NO STAMP
CE1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1069+STABILITY: SURFACE MOTION
CE1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1069+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1069
CE1069 HISTORY - Year Condition Recov. By
CE1069 HISTORY - 1989 - GOOD COSE
CE1069 STATION DESCRIPTION
CE1069
CE1069 DESCRIBED BY COSE
CE1069 THE STATION IS LOCATED ALONG JOHNSON ROAD 0.7 MILES WEST
CE1069 OF HAMETOWN ROAD IN THE EAST END OF THE SOUTH CONCRETE
CE1069 HEADWALL OF CULVERT. FIRST CULVERT EAST OF HOUSE
CE1069 #4457
CE1069
|
|
|
|
|
|
|
|
|
|
|
|
2194434.0
|
488240.28125
|
0101000020960E0000289D86E7E0BD4041406C199383CD1D41
|
true
|
2013-09-10 08:55:00 -0400
|
false
|
41.00402222222222222222
|
-81.68161944444444444445
|
-81.6816194444445
|
41.0040222222221
|
2194369.80879559
|
488288.893651668
|
668845.255411407
|
148830.752446518
|
234
|
234
|
73 CWL 1956 1057
|
CE1070
|
OH
|
Summit
|
|
USGS
|
1949-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
73 CWL 1956 1057
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1989 - GOOD COSE
HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2004 - DESTROYED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
0
|
13.77
|
N
|
81
|
38
|
43.26
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1057.23
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NO-10
THE STATION IS LOCATED 0.3 MILES SOUTHWEST OF
CLEVELAND-MASSILLON ROAD ALONG WOOSTER ROAD 0.1
MILES WEST ALONG JOHNSON ROAD 1.2 MILES EAST OF
HAMETOWN ROAD 22.0' NORTH OF CENTERLINE OF
PAVEMENT OF JOHNSON ROAD 5.0' NORTHWEST OF A
TELEPHONE POLE #33/4 AT THE SOUTH EDGE OF AN APPLE
ORCHARD 170.0'+- WEST OF STEPS TO HOUSE #3409 47.0'
NORTH OF A POWER POLE #998.
MONUMENT FOUND TO BE DESTROYED 11/5/04
|
2001-11-04 19:00:00 -0500
|
COSE
|
Destroyed
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1070 *********************************************************************
CE1070 DESIGNATION - 73 CWL 1956 1057
CE1070 PID - CE1070
CE1070 STATE/COUNTY- OH/SUMMIT
CE1070
CE1070 HORZ DATUM - NAD 83(1986)
CE1070 VERT DATUM - NGVD 29
CE1070
CE1070 POSITION - 41 00 13.77 (N) 081 38 43.26 (W) SCALED
CE1070 83 MINUS 27 -
CE1070
CE1070 HEIGHT - (meters) 1057.23 (feet) ADJUST
CE1070 88 MINUS 29 -
CE1070 *********************************************************************
CE1070
CE1070 VERT ORDER - THIRD
CE1070
CE1070 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1070 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1070 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1070
CE1070_STATION MARK IS A SURVEY DISK
CE1070_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1070_THE MARK IS STAMPED: 73 CWL 1956 1057
CE1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1070+STABILITY: SURFACE MOTION
CE1070_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1070+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1070
CE1070 HISTORY - Year Condition Recov. By
CE1070 HISTORY - 1989 - GOOD COSE
CE1070 HISTORY - 2000 - NOT RECOVERED COSE SURVEY FIELD CREW
CE1070 STATION DESCRIPTION
CE1070
CE1070 DESCRIBED BY COSE ALSO KNOWN AS NO-10
CE1070 THE STATION IS LOCATED 0.3 MILES SOUTHWEST OF
CE1070 CLEVELAND-MASSILLON ROAD ALONG WOOSTER ROAD 0.1
CE1070 MILES WEST ALONG JOHNSON ROAD 1.2 MILES EAST OF
CE1070 HAMETOWN ROAD 22.0' NORTH OF CENTERLINE OF
CE1070 PAVEMENT OF JOHNSON ROAD 5.0' NORTHWEST OF A
CE1070 TELEPHONE POLE #33/4 AT THE SOUTH EDGE OF AN APPLE
CE1070 ORCHARD 170.0'+- WEST OF STEPS TO HOUSE #3409 47.0'
CE1070 NORTH OF A POWER POLE #998.
CE1070
|
|
|
|
|
|
|
|
|
|
|
|
2204400.75
|
488235.84375
|
0101000020960E0000D23526366ED1404177085239E4CD1D41
|
false
|
2004-11-05 09:30:00 -0500
|
false
|
41.003825
|
-81.64535
|
-81.64535
|
41.0038249999999
|
2204380.42304108
|
488313.055976994
|
671896.496735916
|
148838.117138005
|
235
|
235
|
62 RHP 1956 1119
|
CE1071
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
DISK IN BRIDGE ABUTMENT
|
62 RHP 1956 1119
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2013 - GOOD COSE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
1
|
33.71
|
N
|
81
|
41
|
16.41
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1119.113
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NO-12
THE STATION IS LOCATED 130.0' NORTH AND 20.0' WEST OF CROSSROADS (MEDINA LINE AND GREENWHICH ROADS) IN THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF A BRIDGE.
|
2018-05-22 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1071 *********************************************************************
CE1071 DESIGNATION - 62 RHP 1956 1119
CE1071 PID - CE1071
CE1071 STATE/COUNTY- OH/SUMMIT
CE1071
CE1071 HORZ DATUM - NAD 83(1986)
CE1071 VERT DATUM - NGVD 29
CE1071
CE1071 POSITION - 41 01 33.71 (N) 081 41 16.41 (W) SCALED
CE1071 83 MINUS 27 -
CE1071
CE1071 HEIGHT - (meters) 1119.113 (feet) ADJUST
CE1071 88 MINUS 29 -
CE1071 *********************************************************************
CE1071
CE1071 VERT ORDER - THIRD
CE1071
CE1071 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1071 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1071 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1071
CE1071_STATION MARK IS A SURVEY DISK
CE1071_WITH SETTING: SET IN TOP OF CONCRETE ABUTMENT OF A BRIDGE
CE1071_THE MARK IS STAMPED: 62 RHP 1956 1119
CE1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1071+STABILITY: SURFACE MOTION
CE1071_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1071+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1071
CE1071 HISTORY - Year Condition Recov. By
CE1071 HISTORY - 1989 - GOOD COSE
CE1071 STATION DESCRIPTION
CE1071
CE1071 DESCRIBED BY COSE ALSO KNOWN AS NO-12
CE1071 THE STATION IS LOCATED 130.0' NORTH AND 20.0' WEST
CE1071 OF CROSSROADS (MEDINA LINE AND GREENWHICH ROADS)
CE1071 IN THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF
CE1071 A BRIDGE.
CE1071
|
|
|
|
|
|
|
|
|
|
|
|
2192597.0
|
496219.0
|
0101000020960E00002BE35B0B5ABA404156F7F87D8A4A1E41
|
true
|
2013-08-23 07:28:00 -0400
|
false
|
41.02603055555555555556
|
-81.68789166666666666666
|
-81.6878916666667
|
41.0260305555554
|
2192564.08874168
|
496290.623020043
|
668294.870838205
|
151269.684435864
|
237
|
237
|
COSE 620
|
CE0620
|
OH
|
Summit
|
|
|
|
BAR
|
NONE
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 2000 UNDER PAVEMENT COSE SURVEY FIELD CREWHISTORY - 2004 UNDER PAVEMENT COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD SCE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
18.80805
|
N
|
81
|
37
|
49.3878
|
W
|
ADJUSTED
|
-33.29
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
147155.265
|
673172.232
|
0.9999401
|
+
|
0
|
34
|
16.6
|
|
MT
|
C
|
|
|
|
315.076
|
1033.712
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY
THE STATION IS LOCATED ON THE CENTER OF EASTERN ROAD 0.2 MILES
EAST OF CLEVELAND-MASSILLON ROAD 0.6 MILES WEST OF FAIRLAND
ROAD 58.17’ NORTHEAST OF A PK NAIL IN THE NORTHWEST SIDE OF AN
8" WALNUT 31.28' NORTHEAST OF A PK NAIL IN THE WEST SIDE OF POLE
#87917 AND 20.74' NORTH OF PPG INDUSTRIES CONCRETE MONUMENT
CP226. THIS MONUMENT IS UNDER THE PAVEMENT.
|
2018-04-10 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0620 ***********************************************************************
CE0620 DESIGNATION - COSE 620
CE0620 PID - CE0620
CE0620 STATE/COUNTY- OH/SUMMIT
CE0620 USGS QUAD -
CE0620
CE0620 HORZ DATUM - NAD 83(1986)
CE0620 VERT DATUM - NGVD 88
CE0620
CE0620 POSITION - 40 59 18.80805(N) 081 37 49.38780(W) ADJUSTED
CE0620 83 minus 27 -
CE0620
CE0620 HEIGHT - 315.076 (meters) 1033.712 (feet) GPS OBS
CE0620 88 minus 29 -
CE0620 ***********************************************************************
CE0620 LAPLACE CORR-
CE0620 GEOID HEIGHT- -33.296
CE0620
CE0620 HORZ ORDER - FIRST
CE0620 VERT ORDER - THIRD
CE0620
CE0620.The horizontal coordinates were established by GPS observations
CE0620.and adjusted by Woolpert in March 1997.
CE0620
CE0620.The orthometric height was determined by GPS observations.
CE0620
CE0620
CE0620.The geoid height was determined by GEOID93.
CE0620
CE0620; North East Scale Converg.
CE0620;SPC OH N - 147155.265 673172.232 0.99994010 +0 34 16.65 MT
CE0620;SPC OH N - 482791.899 2208565.898 US SURVEY FEET
CE0620
CE0620_STATION MARK IS A ¾” BAR 11” DEEP SET SPIKE NAIL OVER A SURFACE
CE0620_WITH SETTING:
CE0620_THE MARK IS STAMPED: NO STAMP
CE0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0620+STABILITY: SURFACE MOTION
CE0620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0620+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0620
CE0620 HISTORY - Year Condition Recov. By
CE0620 HISTORY - 2000 UNDER PAVEMENT COSE SURVEY FIELD CREW
CE0620
CE0620 STATION DESCRIPTION
CE0620
CE0620'DESCRIBED BY
CE0620'THE STATION IS LOCATED ON THE CENTER OF EASTERN ROAD 0.2 MILES
CE0620'EAST OF CLEVELAND-MASSILLON ROAD 0.6 MILES WEST OF FAIRLAND
CE0620'ROAD 58.17’ NORTHEAST OF A PK NAIL IN THE NORTHWEST SIDE OF
CE0620’OF AN 8” WALNUT 31.28’ NORTHEAST OF A PK NAIL IN THE WEST
CE0620’SIDE OF POLE #87917 20.74’ NORTH OF PPG INDUSTRIES CONCRETE
CE0620’MONUMENT CP226. STATION IS THE UNVERIFIED NORTHEAST
CE0620’CORNER OF SECTION 6 AND THE NORTHWEST CORNER OF SECTION 5
CE0620’OF FRANKLIN TOWNSHIP.
CE0620
|
|
|
|
|
|
|
|
|
|
|
|
2208565.75
|
482791.21875
|
0101000020960E00008FB9DBF29AD94041723587999F771D41
|
true
|
2011-11-29 02:56:00 -0500
|
false
|
40.98855779166666666666
|
-81.6303855
|
-81.6303855
|
40.9885577916665
|
2208565.89733047
|
482791.899929843
|
673172.231850791
|
147155.265409131
|
238
|
238
|
COSE 621
|
CE0621
|
OH
|
Summit
|
|
|
|
1 IN. BAR
|
NONE
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 DISTURBED
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
7.16357
|
N
|
81
|
34
|
14.68311
|
W
|
ADJUSTED
|
-33.31
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
146847.849
|
678194.197
|
0.9999402
|
+
|
0
|
36
|
37.7
|
|
MT
|
C
|
|
|
|
307.32
|
1008.266
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY
THE STATION IS LOCATED AT THE CENTER OF SWIGART ROAD AND S.R. 619.
33.58' SOUTHEAST OF A PK NAIL IN THE SOUTHWEST SIDE OF POWER
POLE FS-759 AND 42.48’ SOUTHWEST OF NORTHWEST CORNER OF A CONCRETE
CATCH BASIN, 61.60’ NORTHWEST OF A PK NAIL IN THE NORTH SIDE
OF TELEPHONE POLE 116614 689/17. STATION IS THE UNVERIFIED
COMMON CORNER OF SECTION 3, 2, 11 AND 10 OF FRANKLIN TOWNSHIP.
NOT SUITABLE FOR GPS, POINT IS IN TRAVELED LANE.
NOTE 2012-THE MONUMENT BOX AT THIS LOCATION IS EMPTY
|
2018-05-03 00:00:00 -0400
|
SCE
|
Disturbed, see 2012 note
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0621 ***********************************************************************
CE0621 DESIGNATION - COSE 621
CE0621 PID - CE0621
CE0621 STATE/COUNTY- OH/SUMMIT
CE0621 USGS QUAD -
CE0621
CE0621 HORZ DATUM - NAD 83(1986)
CE0621 VERT DATUM - NGVD 88
CE0621
CE0621 POSITION - 40 59 07.16357(N) 081 34 14.68311(W) ADJUSTED
CE0621 83 minus 27 -
CE0621
CE0621 HEIGHT - 307.320 (meters) 1008.266 (feet) GPS OBS
CE0621 88 minus 29 -
CE0621 ***********************************************************************
CE0621 LAPLACE CORR-
CE0621 GEOID HEIGHT- -33.318
CE0621
CE0621 HORZ ORDER - FIRST
CE0621 VERT ORDER - THIRD
CE0621
CE0621.The horizontal coordinates were established by GPS observations
CE0621.and adjusted by Woolpert in March 1997.
CE0621
CE0621.The orthometric height was determined by GPS observations.
CE0621
CE0621
CE0621.The geoid height was determined by GEOID93.
CE0621
CE0621; North East Scale Converg.
CE0621;SPC OH N - 146847.849 678194.197 0.99994020 +0 36 37.70 MT
CE0621;SPC OH N - 481783.318 2225042.128 US SURVEY FEET
CE0621
CE0621_STATION MARK IS A 1” BAR 6” DEEP
CE0621_WITH SETTING:
CE0621_THE MARK IS STAMPED: NO STAMP
CE0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0621+STABILITY: SURFACE MOTION
CE0621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0621+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0621
CE0621 HISTORY - Year Condition Recov. By
CE0621 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE0621
CE0621 STATION DESCRIPTION
CE0621
CE0621'DESCRIBED BY
CE0621'THE STATION IS LOCATED AT THE CENTER OF SWIGART ROAD AND S.R. 619.
CE0621’33.58’ SOUTHEAST OF A PK NAIL IN THE SOUTHWEST SIDE OF POWER
CE0621’POLE FS-759 42.48’ SOUTHWEST OF NORTHWEST CORNER OF A CONCRETE
CE0621’CATCH BASIN 61.60’ NORTHWEST OF A PK NAIL IN THE NORTH SIDE
CE0621 OF TELEPHONE POLE 116614 689/17. STATION IS THE UNVERIFIED
CE0621 COMMON CORNER OF SECTION 3, 2, 11 AND 10 OF FRANKLIN TOWNSHIP.
CE0621
|
|
|
|
|
|
|
|
|
|
|
|
2225041.5
|
481783.90625
|
0101000020960E0000C5DB9410C9F94041FC9F1245DD671D41
|
true
|
2013-11-08 09:47:00 -0500
|
false
|
40.98532321388888888889
|
-81.57074530833333333334
|
-81.5707453083333
|
40.9853232138887
|
2225042.1295428
|
481783.317453861
|
678194.197473041
|
146847.848855616
|
239
|
239
|
COSE 622
|
CE0622
|
OH
|
Summit
|
|
|
|
PIPE
|
NONE
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
29.24931
|
N
|
81
|
38
|
51.56849
|
W
|
ADJUSTED
|
-33.25
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
143761.594
|
671751.948
|
0.9999409
|
+
|
0
|
33
|
35.8
|
|
MT
|
C
|
|
|
|
357.3
|
1172.242
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY
THE STATION IS LOCATED AT THE INTERSECTION OF BAUGHMAN ROAD
(T.R. 218) AND TAYLOR ROAD (T.R. 11) 39.13’ SOUTHEAST OF A PK NAIL
IN THE EAST SIDE OF TELEPHONE POLE 29.94’ SOUTHEAST OF CONCRETE
MONUMENT BRASS DISK, PPG CORPORATION BENCHMARK 41.68’
NORTHWEST OF A CONCRETE MONUMENT WITH A BRASS DISK
GIS 228 66.09’ NORTHWEST OF A PK NAIL IN THE NORTHEAST SIDE OF
POWER POLE FS-935 47.90’ SOUTHWEST OF A PK NAIL IN THE SOUTH SIDE
OF TELEPHONE POLE 781/17. STATION IS THE UNVERIFIED WEST
CORNER OF SECTIONS 18 & 19 AT THE WAYNE COUNTY LINE OF
FRANKLIN TOWNSHIP.
LOCATED UNDER PAVEMENT (NOT UNCOVERED 2013)
|
2018-06-26 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0622 ***********************************************************************
CE0622 DESIGNATION - COSE 622
CE0622 PID - CE0622
CE0622 STATE/COUNTY- OH/SUMMIT
CE0622 USGS QUAD -
CE0622
CE0622 HORZ DATUM - NAD 83(1986)
CE0622 VERT DATUM - NGVD 88
CE0622
CE0622 POSITION - 40 57 29.24931(N) 081 38 51.56849(W) ADJUSTED
CE0622 83 minus 27 -
CE0622
CE0622 HEIGHT - 357.300 (meters) 1172.242 (feet) GPS OBS
CE0622 88 minus 29 -
CE0622 ***********************************************************************
CE0622 LAPLACE CORR-
CE0622 GEOID HEIGHT- -33.252
CE0622
CE0622 HORZ ORDER - FIRST
CE0622 VERT ORDER - THIRD
CE0622
CE0622.The horizontal coordinates were established by GPS observations
CE0622.and adjusted by Woolpert in March 1997.
CE0622
CE0622.The orthometric height was determined by GPS observations.
CE0622
CE0622
CE0622.The geoid height was determined by GEOID93.
CE0622
CE0622; North East Scale Converg.
CE0622;SPC OH N - 143761.594 671751.948 0.99994090 +0 33 35.80 MT
CE0622;SPC OH N - 471657.830 2203906.183 US SURVEY FEET
CE0622
CE0622_STATION MARK IS A ¾” PIPE 10” DEEP SET SPIKENAIL OVER AT SURFACE
CE0622_WITH SETTING:
CE0622_THE MARK IS STAMPED: NO STAMP
CE0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0622+STABILITY: SURFACE MOTION
CE0622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0622+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0622
CE0622 HISTORY - Year Condition Recov. By
CE0622 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE0622
CE0622 STATION DESCRIPTION
CE0622
CE0622'DESCRIBED BY
CE0622'THE STATION IS LOCATED AT THE INTERSECTION OF BAUGHMAN ROAD
CE0622'(T.R. 218) AND TAYLOR ROAD (T.R. 11) 39.13’ SOUTHEAST OF A PK NAIL
CE0622’IN THE EAST SIDE OF TELEPHONE POLE 29.94’ SOUTHEAST OF CONCRETE
CE0622’MONUMENT BRASS DISK, PPG CORPORATION BENCHMARK 41.68’
CE0622’NORTHWEST OF A CONCRETE MONUMENT WITH A BRASS DISK
CE0622’GIS 228 66.09’ NORTHWEST OF A PK NAIL IN THE NORTHEAST SIDE OF
CE0622’POWER POLE FS-935 47.90’ SOUTHWEST OF A PK NAIL IN THE SOUTH
CE0622’SIDE OF TELEPHONE POLE 781/17. STATION IS THE UNVERIFIED WEST
CE0622’CORNER OF SECTIONS 18 & 19 AT THE WAYNE COUNTY LINE OF
CE0622’FRANKLIN TOWNSHIP.
CE0622
|
|
|
|
|
|
|
|
|
|
|
|
2203905.75
|
471658.28125
|
0101000020960E0000402B381781D040412D7BD552A7C91C41
|
true
|
2013-08-23 03:13:00 -0400
|
false
|
40.95812480833333333333
|
-81.64765791388888888889
|
-81.6476579138889
|
40.9581248083332
|
2203906.18140164
|
471657.830892491
|
671751.947595115
|
143761.594379203
|
240
|
240
|
COSE 624
|
CE0624
|
OH
|
Summit
|
|
|
|
REBAR 1IN W/COSE ALUM. CAP IN ROUND BOX
|
NO STAMP
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
THIRD
|
false
|
40
|
57
|
18.62715
|
N
|
81
|
33
|
11.60665
|
W
|
ADJUSTED
|
-33.28
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
143515.955
|
679704.847
|
0.9999411
|
+
|
0
|
37
|
19.1
|
|
MT
|
C
|
|
|
|
326.681
|
1071.786
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY
THE STATION IS LOCATED AT THE INTERSECTION OF WEST CASTON ROAD
(C.H. 224) AND RENNINGER ROAD (C.H. 223). STATION IS THE UNVERIFIED
COMMON CORNER OF SECTIONS 13, 14, 23, AND 24 OF FRANKLIN TOWNSHIP.
LOCATED UNDER THE PAVEMENT.
|
2017-10-11 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0624 ***********************************************************************
CE0624 DESIGNATION - COSE 624
CE0624 PID - CE0624
CE0624 STATE/COUNTY- OH/SUMMIT
CE0624 USGS QUAD -
CE0624
CE0624 HORZ DATUM - NAD 83(1986)
CE0624 VERT DATUM - NGVD 88
CE0624
CE0624 POSITION - 40 57 18.62715(N) 081 33 11.60665(W) ADJUSTED
CE0624 83 minus 27 -
CE0624
CE0624 HEIGHT - 326.681 (meters) 1071.786 (feet) GPS OBS
CE0624 88 minus 29 -
CE0624 ***********************************************************************
CE0624 LAPLACE CORR-
CE0624 GEOID HEIGHT- -33.289
CE0624
CE0624 HORZ ORDER - THIRD
CE0624 VERT ORDER - THIRD
CE0624
CE0624.The horizontal coordinates were established by GPS observations
CE0624.and adjusted by Woolpert in March 1997.
CE0624
CE0624.The orthometric height was determined by GPS observations.
CE0624
CE0624
CE0624.The geoid height was determined by GEOID93.
CE0624
CE0624; North East Scale Converg.
CE0624;SPC OH N - 143515.955 679704.847 0.99994110 +0 37 19.14 MT
CE0624;SPC OH N - 470851.929 2229998.319 US SURVEY FEET
CE0624
CE0624_STATION MARK IS A 1” REBAR WITH COSE ALUMINUM CAP IN A 7” ROUND
CE0624 MONUMENT BOX.
CE0624_WITH SETTING:
CE0624_THE MARK IS STAMPED: NO STAMP
CE0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0624+STABILITY: SURFACE MOTION
CE0624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0624+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0624
CE0624 HISTORY - Year Condition Recov. By
CE0624 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE0624
CE0624 STATION DESCRIPTION
CE0624
CE0624'DESCRIBED BY
CE0624'THE STATION IS LOCATED AT THE INTERSECTION OF WEST CASTON ROAD
CE0624'(C.H. 224) AND RENNINGER ROAD (C.H. 223). STATION IS THE UNVERIFIED
CE0624 COMMON CORNER OF SECTIONS 13, 14, 23 AND 24 OF FRANKLIN TOWNSHIP.
CE0624
|
|
|
|
|
|
|
|
|
|
|
|
2229998.75
|
470851.65625
|
0101000020960E0000B9A6E128770341419132FBB50FBD1C41
|
true
|
2013-08-29 10:38:00 -0400
|
false
|
40.95517420833333333333
|
-81.55322406944444444444
|
-81.5532240694444
|
40.9551742083332
|
2229998.31938633
|
470851.927716055
|
679704.847158647
|
143515.954599746
|
241
|
241
|
COSE 625
|
CE0625
|
OH
|
Summit
|
|
|
|
1" BAR
|
NO STAMP
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
56
|
36.15674
|
N
|
81
|
38
|
51.75221
|
W
|
ADJUSTED
|
-33.23
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
142123.925
|
671763.656
|
0.9999415
|
+
|
0
|
33
|
35.6
|
|
MT
|
C
|
|
|
|
350.574
|
1150.175
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY
THE STATION IS LOCATED AT THE INTERSECTION OF SERFASS ROAD
(T.R. 219) AND TAYLOR ROAD (T.R. 11) 53.24’ SOUTHWEST OF A PK
NAIL IN THE SOUTH SIDE OF TELEPHONE POWER POLE 86820 6/R2
40.00’ NORTHWEST OF BRASS DISK IN CONCRETE MARKED "C.S.C. CORP. B.M.", 44.65’ NORTHWEST OF THE WEST SIDE OF A PK NAIL IN THE WEST SIDE OF POLE NUMBER 86821/6/23 AND 99.27’ NORTHWEST OF A BRASS DISK IN CONCRETE GIS 237. STATION
IS THE UNVERIFIED WEST CORNER OF SECTIONS 19 & 30 OF
FRANKLIN TOWNSHIP. IN PAVEMENT.
NOT UNCOVERED IN 2013
|
2018-06-26 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0625 ***********************************************************************
CE0625 DESIGNATION - COSE 625
CE0625 PID - CE0625
CE0625 STATE/COUNTY- OH/SUMMIT
CE0625 USGS QUAD -
CE0625
CE0625 HORZ DATUM - NAD 83(1986)
CE0625 VERT DATUM - NGVD 88
CE0625
CE0625 POSITION - 40 56 36.15674(N) 081 38 51.75221(W) ADJUSTED
CE0625 83 minus 27 -
CE0625
CE0625 HEIGHT - 350.574 (meters) 1150.175 (feet) GPS OBS
CE0625 88 minus 29 -
CE0625 ***********************************************************************
CE0625 LAPLACE CORR-
CE0625 GEOID HEIGHT- -33.232
CE0625
CE0625 HORZ ORDER - FIRST
CE0625 VERT ORDER - THIRD
CE0625
CE0625.The horizontal coordinates were established by GPS observations
CE0625.and adjusted by Woolpert in March 1997.
CE0625
CE0625.The orthometric height was determined by GPS observations.
CE0625
CE0625
CE0625.The geoid height was determined by GEOID93.
CE0625
CE0625; North East Scale Converg.
CE0625;SPC OH N - 142123.925 671763.656 0.99994150 +0 33 35.68 MT
CE0625;SPC OH N - 466284.911 2203944.595 US SURVEY FEET
CE0625
CE0625_STATION MARK IS A 1” BAR 1” DEEP
CE0625_WITH SETTING:
CE0625_THE MARK IS STAMPED: NO STAMP
CE0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0625+STABILITY: SURFACE MOTION
CE0625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0625+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0625
CE0625 HISTORY - Year Condition Recov. By
CE0625 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE0625
CE0625 STATION DESCRIPTION
CE0625
CE0625'DESCRIBED BY
CE0625'THE STATION IS LOCATED AT THE INTERSECTION OF SERFASS ROAD
CE0625'(T.R. 219) AND TAYLOR ROAD (T.R. 11) 53.24’ SOUTHWEST OF A PK
CE0625’NAIL IN THE SOUTH SIDE OF TELEPHONE POWER POLE 86820 6/R2
CE0625’40.00’ NORTHWEST OF BRASS
CE0625’DISK IN CONCRETE 44.65’ NORTHWEST OF THE WEST SIDE OF A
CE0625’PK NAIL IN THE WEST SIDE OF POLE NUMBER 86821/6/23 AND 99.27’
CE0625’NORTHWEST OF A BRASS DISK IN CONCRETE GIS 237. STATION
CE0625’IS THE UNVERIFIED WEST CORNER OF SECTIONS 19 & 30 OF
CE0625’FRANKLIN TOWNSHIP.
CE0625
|
|
|
|
|
|
|
|
|
|
|
|
2203943.5
|
466285.46875
|
0101000020960E0000A20CF24B94D040413AE359A4B3751C41
|
true
|
2013-08-23 03:14:00 -0400
|
false
|
40.94337687222222222222
|
-81.64770894722222222222
|
-81.6477089472222
|
40.9433768722221
|
2203944.59332426
|
466284.910499144
|
671763.655572546
|
142123.92496797
|
243
|
243
|
COSE 629
|
CE0629
|
OH
|
Summit
|
|
|
|
IRONBAR
|
NO STAMP
|
Summit County Engineer
|
1996-02-13 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
54
|
46.16898
|
N
|
81
|
36
|
15.49821
|
W
|
ADJUSTED
|
-33.22
|
|
The horizontal coordinates were established by GPS observations
and adjusted by Woolpert in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
138768.03
|
675453.018
|
0.9999428
|
+
|
0
|
35
|
18.3
|
|
MT
|
C
|
|
|
|
289.77
|
950.687
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
THE STATION IS LOCATED IN THE CENTER OF KEPLER ROAD AT THE COUNTY LINE 27.43’ NORTHEAST OF A PK NAIL IN THE SOUTH SIDE
OF TELEPHONE POWER POLE #212882/14 35.72’ SOUTHWEST OF A PK
NAIL IN THE NORTH SIDE OF A 16” CEDAR 69.09’ SOUTHWEST OF A
PK NAIL IN THE EAST SIDE OF TELEPHONE POLE #27/26. STATION
’IS THE UNVERIFIED SOUTH ¼ CORNER OF SECTION 33 OF FRANKLIN
TOWNSHIP.
REPLACED WITH STARK COUNTY MON.
|
2004-09-21 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 14 1996
CE0629 ***********************************************************************
CE0629 DESIGNATION - COSE 629
CE0629 PID - CE0629
CE0629 STATE/COUNTY- OH/SUMMIT
CE0629 USGS QUAD -
CE0629
CE0629 HORZ DATUM - NAD 83(1986)
CE0629 VERT DATUM - NGVD 88
CE0629
CE0629 POSITION - 40 54 46.16898(N) 081 36 15.49821(W) ADJUSTED
CE0629 83 minus 27 -
CE0629
CE0629 HEIGHT - 289.770 (meters) 950.687 (feet) GPS OBS
CE0629 88 minus 29 -
CE0629 ***********************************************************************
CE0629 LAPLACE CORR-
CE0629 GEOID HEIGHT- -33.221
CE0629
CE0629 HORZ ORDER - FIRST
CE0629 VERT ORDER - THIRD
CE0629
CE0629.The horizontal coordinates were established by GPS observations
CE0629.and adjusted by Woolpert in March 1997.
CE0629
CE0629.The orthometric height was determined by GPS observations.
CE0629
CE0629
CE0629.The geoid height was determined by GEOID93.
CE0629
CE0629; North East Scale Converg.
CE0629;SPC OH N - 138768.030 675453.018 0.99994280 +0 35 18.33 MT
CE0629;SPC OH N - 455274.778 2216048.777 US SURVEY FEET
CE0629
CE0629_STATION MARK IS A PKNAIL SET OVER AN IRON BAR
CE0629_WITH SETTING:
CE0629_THE MARK IS STAMPED: NO STAMP
CE0629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0629+STABILITY: SURFACE MOTION
CE0629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0629+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0629
CE0629 HISTORY - Year Condition Recov. By
CE0629 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE0629
CE0629 STATION DESCRIPTION
CE0629
CE0629'DESCRIBED BY
CE0629'THE STATION IS LOCATED IN THE CENTER OF KEPLER ROAD AT THE
CE0629'COUNTY LINE 27.43’ NORTHEAST OF A PK NAIL IN THE SOUTH SIDE
CE0629’OF TELEPHONE POWER POLE #212882/14 35.72’ SOUTHWEST OF A PK
CE0629’NAIL IN THE NORTH SIDE OF A 16” CEDAR 69.09’ SOUTHWEST OF A
CE0629’PK NAIL IN THE EAST SIDE OF TELEPHONE POLE #27/26. STATION
CE0629’IS THE UNVERIFIED SOUTH ¼ CORNER OF SECTION 33 OF FRANKLIN
CE0629’TOWNSHIP.
CE0629
|
|
|
|
|
|
|
|
|
|
|
|
2216049.75
|
455275.4375
|
0101000020960E0000CBCA746338E840414C76E91DABC91B41
|
false
|
2005-07-01 09:36:00 -0400
|
false
|
40.91282471666666666667
|
-81.60430505833333333333
|
-81.6043050583333
|
40.9128247166665
|
2216048.77700171
|
455274.7792109
|
675453.018136158
|
138768.030239526
|
245
|
245
|
COSE 517
|
CE0517
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONCRETE
|
NO STAMP
|
Summit County Engineer
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE
- 2005 Just wanted to let you know that monument COSE 517 at the intersection
of Ghent Road & Smith Road is gone, those coordinates are now in the
asphalt of Ghent Road. That one I just looked for with an RTK. -GBC
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
8.67359
|
N
|
81
|
36
|
52.4908
|
W
|
ADJUSTED
|
-33.57
|
|
The horizontal coordinates were established by GPS observations
and adjusted by Woolpert in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
163512.445
|
674336.117
|
0.9999399
|
+
|
0
|
34
|
54.0
|
|
MT
|
C
|
|
|
|
301.602
|
989.506
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 1.0 MILE WEST OF THE INTERSECTION OF REVERE
AND SMITH ROADS 0.4 MILES NORTH OF THE INTERSECTION OF WEST MARKET
STREET AND GHENT ROAD. THE MARK IS 46.0' SOUTH OF THE CENTERLINE
OF SMITH ROAD 25.5' WEST OF THE CENTERLINE OF GHENT ROAD 15.5'
SOUTHEAST OF A TELEPHONE POLE 14.0' EAST OF GUY POLE 1300 50.
|
2005-09-07 20:00:00 -0400
|
GBC
|
Destroyed
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 16 1996
CE0517 ***********************************************************************
CE0517 DESIGNATION - COSE 517
CE0517 PID - CE0517
CE0517 STATE/COUNTY- OH/SUMMIT
CE0517 USGS QUAD -
CE0517
CE0517 HORZ DATUM - NAD 83(1986)
CE0517 VERT DATUM - NGVD 88
CE0517
CE0517 POSITION - 41 08 08.67359(N) 081 36 52.49080(W) ADJUSTED
CE0517 83 minus 27 -
CE0517
CE0517 HEIGHT - 301.602 (meters) 989.506 (feet) GPS OBS
CE0517 88 minus 29 -
CE0517 ***********************************************************************
CE0517 LAPLACE CORR-
CE0517 GEOID HEIGHT- -33.572
CE0517
CE0517 HORZ ORDER - FIRST
CE0517 VERT ORDER - THIRD
CE0517
CE0517.The horizontal coordinates were established by GPS observations
CE0517.and adjusted by Woolpert in March 1997.
CE0517
CE0517.The orthometric height was determined by GPS observations.
CE0517
CE0517
CE0517.The geoid height was determined by GEOID93.
CE0517
CE0517; North East Scale Converg.
CE0517;SPC OH N - 163512.445 674336.117 0.99993990 +0 34 54.03 MT
CE0517;SPC OH N - 536457.080 2212384.411 US SURVEY FEET
CE0517
CE0517_STATION MARK IS A CITY OF AKRON SURVEY DISK
CE0517_WITH SETTING SET IN TOP OF 6" DIAM. P.V.C. PIPE FILLED W/ CONCRETE
CE0517_THE MARK IS STAMPED: NO STAMP
CE0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0517+STABILITY: SURFACE MOTION
CE0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0517+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0517
CE0517 HISTORY - Year Condition Recov. By
CE0517 HISTORY - 1996 - GOOD COSE
CE0517 STATION DESCRIPTION
CE0517
CE0517'DESCRIBED BY COSE
CE0517'THE STATION IS LOCATED 1.0 MILE WEST OF THE INTERSECTION OF REVERE
CE0517'AND SMITH ROADS 0.4 MILES NORTH OF THE INTERSECTION OF WEST MARKET
CE0517'STREET AND GHENT ROAD. THE MARK IS 46.0' SOUTH OF THE CENTERLINE
CE0517'OF SMITH ROAD 25.5' WEST OF THE CENTERLINE OF GHENT ROAD 15.5'
CE0517'SOUTHEAST OF A TELEPHONE POLE 14.0' EAST OF GUY POLE 1300 50.
CE0517
|
|
|
|
|
|
|
|
|
|
|
|
2212385.0
|
536456.9375
|
0101000020960E0000E7ABAC3410E140418BCFB929125F2041
|
false
|
2005-09-08 03:49:00 -0400
|
false
|
41.13574266388888888889
|
-81.61458077777777777778
|
-81.6145807777778
|
41.1357426638887
|
2212384.41151952
|
536457.081495748
|
674336.117303383
|
163512.445464778
|
254
|
254
|
CP 5
|
CE1009
|
OH
|
Summit
|
|
|
|
CHISELED SQUARE
|
NO STAMP
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2011 - GOOD COSE HISTORY 2016 GOOD SCE COSE SURVEY FIELD CREW HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
14.87
|
N
|
81
|
38
|
41.16
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1045.62
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ON CLEVELAND-MASSILLON ROAD ON
THE NORTH END OF THE WEST HEADWALL OF A CULVERT BETWEEN
HOUSE #1851 AND #1867. 69.5 FT SOUTH OF POLE #LI200-P144, 57.2 FT.
NORTH OF POLE #LI200-P145 AND 29.4' WEST OF CLEVELAND-MASSILLON RD.
|
2018-08-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1009 *********************************************************************
CE1009 DESIGNATION - CP 5
CE1009 PID - CE1009
CE1009 STATE/COUNTY- OH/SUMMIT
CE1009
CE1009 HORZ DATUM - NAD 83(1986)
CE1009 VERT DATUM - NGVD 29
CE1009
CE1009 POSITION - 41 05 14.87 (N) 081 38 41.16 (W) SCALED
CE1009 83 MINUS 27 -
CE1009
CE1009 HEIGHT - (meters) 1045.62 (feet) ADJUST
CE1009 88 MINUS 29 -
CE1009 *********************************************************************
CE1009
CE1009 VERT ORDER - THIRD
CE1009
CE1009 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1009 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1009 BY DIFFERENTIAL LEVELING USGS 1950's.
CE1009
CE1009_STATION MARK IS A CHISELED SQAURE
CE1009_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF A CULVERT
CE1009_THE MARK IS STAMPED: NO STAMP
CE1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1009+STABILITY: SURFACE MOTION
CE1009_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1009+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1009
CE1009 HISTORY - Year Condition Recov. By
CE1009 HISTORY - 1996 - GOOD COSE
CE1009 HISTORY - 2000 - GOOD COSE
CE1009 STATION DESCRIPTION
CE1009
CE1009 DESCRIBED BY COSE
CE1009 THE STATION IS LOCATED ON CLEVELAND-MASSILLON ROAD ON
CE1009 THE NORTH END OF THE WEST HEADWALL OF A CULVERT BETWEEN
CE1009 HOUSE #1851 AND #1867.
CE1009
|
|
|
|
|
|
|
|
|
|
|
|
2204255.75
|
518697.71875
|
0101000020960E00000A9FEB4D29D140410DAD885905AA1F41
|
true
|
2011-02-04 04:46:00 -0500
|
false
|
41.08746388888888888889
|
-81.64476666666666666666
|
-81.6447666666667
|
41.0874638888887
|
2204242.60875309
|
518785.33743544
|
671854.490856923
|
158126.087102479
|
255
|
255
|
CP 10
|
CE1011
|
OH
|
Summit
|
|
|
|
DISK IN HEADWALL
|
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2013 - GOOD COSE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
4
|
21.92
|
N
|
81
|
41
|
14.91
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1113.19
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 270.0' NORTH OF THE INTERSECTION OF MEDINA LINE ROAD AND KOONTZ ROAD IN SOUTH END OF EAST CONCRETE HEADWALL OF CULVERT. HSE #2311
|
2018-06-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1011 *********************************************************************
CE1011 DESIGNATION - CP 10
CE1011 PID - CE1011
CE1011 STATE/COUNTY- OH/SUMMIT
CE1011
CE1011 HORZ DATUM - NAD 83(1986)
CE1011 VERT DATUM - NGVD 29
CE1011
CE1011 POSITION - 41 04 21.92 (N) 081 41 14.91 (W) SCALED
CE1011 83 MINUS 27 -
CE1011
CE1011 HEIGHT - (meters) 1113.19 (feet) ADJUST
CE1011 88 MINUS 29 -
CE1011 *********************************************************************
CE1011
CE1011 VERT ORDER - THIRD
CE1011
CE1011 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1011 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1011 BY DIFFERENTIAL LEVELING USGS 1950's.
CE1011
CE1011_STATION MARK IS A SURVEY DISK
CE1011_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF A CULVERT
CE1011_THE MARK IS STAMPED: NO STAMP
CE1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1011+STABILITY: SURFACE MOTION
CE1011_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1011+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1011
CE1011 HISTORY - Year Condition Recov. By
CE1011 HISTORY - 1996 - GOOD COSE
CE1011 STATION DESCRIPTION
CE1011
CE1011 DESCRIBED BY COSE
CE1011 THE STATION IS LOCATED 270.0' NORTH OF THE INTERSECTION OF
CE1011 MEDINA LINE ROAD AND KOONTZ ROAD IN SOUTH END OF EAST
CE1011 CONCRETE HEADWALL OF CULVERT.
CE1011
|
|
|
|
|
|
|
|
|
|
|
|
2192590.25
|
513221.21875
|
0101000020960E00001D83DF3944BA404115378F2989541F41
|
true
|
2013-08-23 07:29:00 -0400
|
false
|
41.07275555555555555556
|
-81.687475
|
-81.687475
|
41.0727555555554
|
2192520.45213355
|
513314.290585385
|
668281.570373447
|
156458.508687428
|
256
|
256
|
64 RHP 1956 1053
|
CE1012
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
64 RHP 1956 1053
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2012 GOOD COSE HISTORY 2016 UNABLE TO LOCATE SCE - 2021 UNABLE TO LOCATE
|
NAD 83(1986)
|
|
false
|
41
|
4
|
52.7
|
N
|
81
|
41
|
14.41
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1052.56
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS CP-12
THE STATION IS LOCATED NEAR MEDINA LINE ROAD AND MINOR ROAD 45.0' EAST OF CENTERLINE OF PAVEMENT OF MEDINA LINE ROAD 24.5' NORTH OF CENTERLINE OF PAVEMENT OF MINOR ROAD 47.7' WEST OF A POWER POLE #63BX/3-19 55.6' NORTH NORTHWEST OF A POWER POLE #52BX/3-20. BASE WAS FOUND WITH NO DISK.
|
2021-12-30 00:00:00 -0500
|
SCE
|
UNABLE TO LOCATE
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1012 *********************************************************************
CE1012 DESIGNATION - 64 RHP 1956 1053
CE1012 PID - CE1012
CE1012 STATE/COUNTY- OH/SUMMIT
CE1012
CE1012 HORZ DATUM - NAD 83(1986)
CE1012 VERT DATUM - NGVD 29
CE1012
CE1012 POSITION - 41 04 52.70 (N) 081 41 14.41 (W) SCALED
CE1012 83 MINUS 27 -
CE1012
CE1012 HEIGHT - (meters) 1052.56 (feet) ADJUST
CE1012 88 MINUS 29 -
CE1012 *********************************************************************
CE1012
CE1012
CE1012 HORZ ORDER -
CE1012 VERT ORDER - THIRD
CE1012
CE1012 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1012 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1012 BY DIFFERENTIAL LEVELING USGS 1950's.
CE1012
CE1012_STATION MARK IS A SURVEY DISK
CE1012_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1012_THE MARK IS STAMPED: 64 RHP 1956 1053
CE1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1012+STABILITY: SURFACE MOTION
CE1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1012+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1012
CE1012 HISTORY - Year Condition Recov. By
CE1012 HISTORY - 1996 - GOOD COSE
CE1012 STATION DESCRIPTION
CE1012
CE1012 DESCRIBED BY COSE ALSO KNOWN AS CP-12
CE1012 THE STATION IS LOCATED NEAR MEDINA LINE ROAD AND MINOR ROAD 45.0'
CE1012 EAST OF CENTERLINE OF PAVEMENT OF MEDINA LINE ROAD 24.5'
CE1012 NORTH OF CENTERLINE OF PAVEMENT OF MINOR ROAD 47.7' WEST
CE1012 OF A POWER POLE #63BX/3-19 55.6' NORTH NORTHWEST OF A
CE1012 POWER POLE #52BX/3-20.
CE1012
|
|
|
|
|
|
|
|
|
|
|
|
2192561.0
|
516359.28125
|
0101000020960E0000296DF9DB48BA40415174A63436851F41
|
true
|
2012-09-13 03:05:00 -0400
|
false
|
41.08130555555555555556
|
-81.68733611111111111111
|
-81.6873361111111
|
41.0813055555554
|
2192529.71854939
|
516429.551416223
|
668284.394782643
|
157408.042087733
|
259
|
259
|
CP 21
|
CE2014
|
OH
|
Summit
|
|
|
|
CHISELED SQUARE
|
NO STAMP
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1989 - GOOD COSE
HISTORY - 2013 UNABLE TO LOCATE COSE
|
NAD 83(1986)
|
|
false
|
41
|
5
|
55.56
|
N
|
81
|
38
|
40.07
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1050.22
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED IN THE SOUTHEAST ANGLE CROSSROADS CLEVELAND-MASSILLON AND COPLEY ROADS ON THE NORTHWEST CORNER OF A CONCRETE BASE FOR SIGNPOST 42.8' NORTHWEST OF THE NORTHWEST CORNER OF HOUSE #1451 CLEVELAND-MASSILLON ROAD 65.0' WEST OF THE NORTHWEST CORNER OF HOUSE #3566 COPLEY ROAD 21.0' NORTH OF A POWER POLE.
|
2013-08-22 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2014 *********************************************************************
CE2014 DESIGNATION - CP 21
CE2014 PID - CE2014
CE2014 STATE/COUNTY- OH/SUMMIT
CE2014
CE2014 HORZ DATUM - NAD 83(1986)
CE2014 VERT DATUM - NGVD 29
CE2014
CE2014 POSITION - 41 05 55.56 (N) 081 38 40.07 (W) SCALED
CE2014 83 MINUS 27 -
CE2014
CE2014 HEIGHT - (meters) 1050.22 (feet) ADJUST
CE2014 88 MINUS 29 -
CE2014 *********************************************************************
CE2014
CE2014 VERT ORDER - THIRD
CE2014
CE2014 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2014 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2014 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE2014
CE2014_STATION MARK IS A CHISELED SQUARE
CE2014_WITH SETTING: SET IN TOP OF CONCRETE BASE OF SIGN POST
CE2014_THE MARK IS STAMPED: NO STAMP
CE2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2014+STABILITY: SURFACE MOTION
CE2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2014+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2014
CE2014 HISTORY - Year Condition Recov. By
CE2014 HISTORY - 1989 - GOOD COSE
CE2014 STATION DESCRIPTION
CE2014
CE2014 DESCRIBED BY COSE
CE2014 THE STATION IS LOCATED IN THE SOUTHEAST ANGLE
CE2014 CROSSROADS CLEVELAND-MASSILLON AND COPLEY
CE2014 ROADS ON THE NORTHWEST CORNER OF A
CE2014 CONCRETE BASE FOR SIGNPOST 42.8' NORTHWEST
CE2014 OF THE NORTHWEST CORNER OF HOUSE #1451
CE2014 CLEVELAND-MASSILLON ROAD 65.0' WEST OF THE
CE2014 NORTHWEST CORNER OF HOUSE #3566 COPLEY ROAD
CE2014 21.0' NORTH OF A POWER POLE.
CE2014
|
|
|
|
|
|
|
|
|
|
|
|
2204290.75
|
522846.875
|
0101000020960E00009EA2E7D53ED140418615B4BC5FEA1F41
|
true
|
2013-08-23 10:34:00 -0400
|
false
|
41.09876666666666666666
|
-81.64446388888888888889
|
-81.6444638888889
|
41.0987666666665
|
2204285.67113145
|
522903.934280716
|
671867.616296097
|
159381.437931622
|
260
|
260
|
TT 53 ER 1952
|
CE2015
|
OH
|
Summit
|
|
USGS
|
1951-12-31 00:00:00 -0500
|
DISK IN CONC
|
TT 53 ER 1952
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2001 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2013 - GOOD COSEHISTORY - 2017 - GOOD
|
NAD 83(1986)
|
|
false
|
41
|
9
|
29.07
|
N
|
81
|
29
|
22.26
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1045.516
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS CF-13
THE STATION IS LOCATED 36.0' SOUTH AND 21.0' EAST AND LEVEL WITH THE
INTERSECTION OF OAKWOOD DRIVE AND TYLER AVENUE AND 50' WEST OF
THE NORTHWEST CORNER OF HOUSE # 420 TYLER AVE AND 10' WEST OF
THE WEST EDGE OF SIDEWALK.
|
2017-09-15 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2015 *********************************************************************
CE2015 DESIGNATION - TT 53 ER 1952
CE2015 PID - CE2015
CE2015 STATE/COUNTY- OH/SUMMIT
CE2015
CE2015 HORZ DATUM - NAD 83(1986)
CE2015 VERT DATUM - NGVD 29
CE2015
CE2015 POSITION - 41 09 29.07 (N) 081 29 22.26 (W) SCALED
CE2015 83 MINUS 27 -
CE2015
CE2015 HEIGHT - (meters) 1045.516 (feet) ADJUST
CE2015 88 MINUS 29 -
CE2015 *********************************************************************
CE2015
CE2015 VERT ORDER - THIRD
CE2015
CE2015 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2015 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2015 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE2015
CE2015_STATION MARK IS A SURVEY DISK
CE2015_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2015_THE MARK IS STAMPED: TT 53 ER 1952
CE2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2015+STABILITY: SURFACE MOTION
CE2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2015+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2015
CE2015 HISTORY - Year Condition Recov. By
CE2015 HISTORY - 1989 - GOOD COSE
CE2015 STATION DESCRIPTION
CE2015
CE2015 DESCRIBED BY COSE ALSO KNOWN AS CF-13
CE2015 THE STATION IS LOCATED 36.0' SOUTH AND 21.0' EAST
CE2015 AND LEVEL WITH THE INTERSECTION OF OAKWOOD
CE2015 DRIVE AND TYLER AVENUE 83.0' SOUTHWEST OF THE
CE2015 SOUTHWEST CORNER OF ABBOTTS DRUG STORE 18.0' SOUTH
CE2015 OF A CONCRETE POST FOR STREET NAMES 10.0' WEST OF THE
CE2015 WEST EDGE OF THE SIDEWALK 3.0' NORTH OF THE TELEPHONE
CE2015 POLE IN CONCRETE POST.
CE2015
|
|
|
|
|
|
|
|
|
|
|
|
2246758.0
|
544960.1875
|
0101000020960E00000023A27F28244141B3B236E78EA12041
|
true
|
2013-07-22 08:49:00 -0400
|
false
|
41.158075
|
-81.48951666666666666666
|
-81.4895166666667
|
41.1580749999998
|
2246736.99713552
|
544967.451589188
|
684806.806340519
|
166106.411457189
|
261
|
261
|
TT 52 ER 1952
|
CE2017
|
OH
|
Summit
|
|
USGS
|
1951-12-31 00:00:00 -0500
|
DISK IN CONC
|
TT 52 ER 1952
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2013 - GOOD COSEHISTORT - 2017 - GOOD - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
11
|
5.7
|
N
|
81
|
29
|
39.99
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
991.05
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NH-17
THE STATION IS LOCATED 3.4 MILES NORTH OF ALONG STATE
HIGHWAY 532 0.3 MILES NORTH OF THE INTERSECTION OF STEELS
CORNERS ROAD 13.0' NORTH AND 28.0' WEST OF AND 1.0' LOWER
THAN THE CENTERLINE OF THE HIGHWAY AT THE JUNCTION OF
THE DRIVE TO RESIDENCE W.C. FRAZER 4266 WYOGA LAKE ROAD
2.0' WEST OF TELEPHONE POLE .
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2017 *********************************************************************
CE2017 DESIGNATION - TT 52 ER 1952
CE2017 PID - CE2017
CE2017 STATE/COUNTY- OH/SUMMIT
CE2017
CE2017 HORZ DATUM - NAD 83(1986)
CE2017 VERT DATUM - NGVD 29
CE2017
CE2017 POSITION - 41 11 05.70 (N) 081 29 39.99 (W) SCALED
CE2017 83 MINUS 27 -
CE2017
CE2017 HEIGHT - (meters) 991.050 (feet) ADJUST
CE2017 88 MINUS 29 -
CE2017 *********************************************************************
CE2017
CE2017 VERT ORDER - THIRD
CE2017
CE2017 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2017 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2017 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE2017
CE2017_STATION MARK IS A SURVEY DISK
CE2017_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2017_THE MARK IS STAMPED: TT 52 ER 1952
CE2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2017+STABILITY: SURFACE MOTION
CE2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2017+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2017
CE2017 HISTORY - Year Condition Recov. By
CE2017 HISTORY - 1989 - GOOD COSE
CE2017 STATION DESCRIPTION
CE2017
CE2017 DESCRIBED BY COSE ALSO KNOWN AS NH-17
CE2017 THE STATION IS LOCATED 3.4 MILES NORTH OF ALONG STATE
CE2017 HIGHWAY 532 0.3 MILES NORTH OF THE INTERSECTION OF STEELS
CE2017 CORNERS ROAD 13.0' NORTH AND 28.0' WEST OF AND 1.0' LOWER
CE2017 THAN THE CENTERLINE OF THE HIGHWAY AT THE JUNCTION OF
CE2017 THE DRIVE TO RESIDENCE W.C. FRAZER 4266 WYOGA LAKE ROAD
CE2017 2.0' WEST OF TELEPHONE POLE .
CE2017
|
|
|
|
|
|
|
|
|
|
|
|
2245280.0
|
554660.875
|
0101000020960E000033B9411A4A214141EF34802BD5ED2041
|
true
|
2013-07-22 08:47:00 -0400
|
false
|
41.18491666666666666666
|
-81.49444166666666666666
|
-81.4944416666666
|
41.1849166666665
|
2245268.20513072
|
554730.584962515
|
684359.117642078
|
169082.220460998
|
264
|
264
|
OM X-86
|
CE2029
|
OH
|
Summit
|
|
CRGS
|
1948-08-19 00:00:00 -0400
|
DISK IN CONCRETE
|
OM X-86
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
19
|
42.23
|
N
|
81
|
32
|
7.46
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
989.316
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 23.5' WEST OF THE CENTERLINE OF
NORTHFIELD ROAD 1000.00' NORTH OF THE CENTERLINE OF
VALLEY VIEW ROAD 71.0' SOUTH OF THE TOP OF THE CENTER
OF A HYDRANT 76.7' SOUTHEAST OF THE NORTH END OF AN
IRON FENCE ON THE WEST SIDE 5.58' EAST OF AN IRON
FENCE 3.0' WEST OF THE WEST CURB 32.9' NORTHEAST OF
N&V IN POLE #71 E-199 57.5' NORTHWEST OF THE NORTH END
OF C.B.
ALSO KNOWN AS NF-11
NORTH EAST
GEOGRAPHIC- 41-19-42.335 81-32-07.875
SPC OH N - N-606876.70 E-2264891.08
CRGS LOCAL - N-27209.51 E-129678.46
DATE SET 08/20/48
|
2021-07-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2029 *********************************************************************
CE2029 DESIGNATION - OM X-86
CE2029 PID - CE2029
CE2029 STATE/COUNTY- OH/SUMMIT
CE2029
CE2029 HORZ DATUM - NAD 83(1986)
CE2029 VERT DATUM - NGVD 29
CE2029
CE2029 POSITION - 41 19 42.23 (N) 081 32 07.46 (W) SCALED
CE2029 83 MINUS 27 -
CE2029
CE2029 HEIGHT - (meters) 989.316 (feet) ADJUST
CE2029 88 MINUS 29 -
CE2029 **********************************************************************
CE2029
CE2029 VERT ORDER - THIRD
CE2029
CE2029 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2029 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2029 SURVEY (CRGS).
CE2029
CE2029_STATION MARK IS A SURVEY DISK
CE2029_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2029_THE MARK IS STAMPED OM X-86
CE2029_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2029+STABILITY: SURFACE MOTION
CE2029+SATELLITE:
CE2029+SATELLITE:
CE2029
CE2029 HISTORY - YEAR CONDITION RECOV. BY
CE2029 HISTORY COSE
CE2029 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2029 STATION DESCRIPTION
CE2029
CE2029 DESCRIBED BY COSE
CE2029 THE STATION IS LOCATED 23.5' WEST OF THE CENTERLINE OF
CE2029 NORTHFIELD ROAD 1000.00' NORTH OF THE CENTERLINE OF
CE2029 VALLEY VIEW ROAD 71.0' SOUTH OF THE TOP OF THE CENTER
CE2029 OF A HYDRANT 76.7' SOUTHEAST OF THE NORTH END OF AN
CE2029 IRON FENCE ON THE WEST SIDE 5.58' EAST OF AN IRON
CE2029 FENCE 3.0' WEST OF THE WEST CURB 32.9' NORTHEAST OF
CE2029 N&V IN POLE #71 E-199 57.5' NORTHWEST OF THE NORTH END
CE2029 OF C.B.
CE2029 ALSO KNOWN AS NF-11
CE2029
CE2029 NORTH EAST
CE2029 GEOGRAPHIC- 41-19-42.335 81-32-07.875
CE2029 SPC OH N - N-606876.70 E-2264891.08
CE2029 CRGS LOCAL - N-27209.51 E-129678.46
CE2029 DATE SET 08/20/48
CE2029
|
|
|
|
|
|
|
|
|
|
|
|
2233450.75
|
606854.1875
|
0101000020960E000006578ED6230A4141FAB2421539852241
|
true
|
2013-01-22 02:07:00 -0500
|
false
|
41.32839722222222222223
|
-81.53540555555555555555
|
-81.5354055555556
|
41.3283972222221
|
2233415.67621887
|
606876.541524499
|
680746.45960443
|
184976.339809331
|
265
|
265
|
OM 876
|
CE2030
|
OH
|
Summit
|
|
CRGS
|
|
DISK IN CONCRETE
|
OM 876
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY- 2005 GOOD SCEHISTORY- 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
19
|
52.5
|
N
|
81
|
33
|
15.5
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
923.965
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-12
THE STATION IS LOCATED 22.0' WEST OF THE CENTERLINE OF BOYDEN ROAD 30.0' SOUTH OF THE CENTERLINE OF VALLEY VIEW ROAD 39.8' NORTH OF THE NORTH RANGE LINE OF RESIDENCE #1008 66.5' WEST OF N&V POLE #2-E-35 51.3' SOUTH OF N&V POLE #NF-4672 17.4' SOUTHEAST OF THE CENTER OF AN OPEN GRATE C.B. 52.0' EAST OF THE EAST RANGE LINE OF 1 1/2 STORY FRAME RESIDENCE #1008. 62.38' NORTHEAST OF NORTHEAST CORNER OF HOUSE #1008 IN A ROUND IRON BOX.
GEOGRAPHIC- 41-19-52.380 81-33-16.093
SPC OH N - N-607836.27 E-2259675.87
CRGS LOCAL - N-28214.82 E-124471.32
DATE SET 10/02/39
|
2023-02-02 00:00:00 -0500
|
SCE
|
Fair
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2030 *********************************************************************
CE2030 DESIGNATION - OM 876
CE2030 PID - CE2030
CE2030 STATE/COUNTY- OH/SUMMIT
CE2030
CE2030 HORZ DATUM - NAD 83(1986)
CE2030 VERT DATUM - NGVD 29
CE2030
CE2030 POSITION - 41 19 52.50 (N) 081 33 15.50 (W) SCALED
CE2030 83 MINUS 27 -
CE2030
CE2030 HEIGHT - (meters) 923.965 (feet) ADJUST
CE2030 88 MINUS 29 -
CE2030 **********************************************************************
CE2030
CE2030 VERT ORDER - THIRD
CE2030
CE2030 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2030 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2030 SURVEY (CRGS).
CE2030
CE2030_STATION MARK IS A SURVEY DISK
CE2030_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2030_THE MARK IS STAMPED OM 876
CE2030_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2030+STABILITY: SURFACE MOTION
CE2030+SATELLITE:
CE2030+SATELLITE:
CE2030
CE2030 HISTORY - YEAR CONDITION RECOV. BY
CE2030 HISTORY COSE
CE2030 STATION DESCRIPTION
CE2030
CE2030 DESCRIBED BY COSE ALSO KNOWN AS NF-12
CE2030 THE STATION IS LOCATED 22.0' WEST OF THE CENTERLINE OF
CE2030 BOYDEN ROAD 30.0' SOUTH OF THE CENTERLINE OF VALLEY
CE2030 VIEW ROAD 39.8' NORTH OF THE NORTH RANGE LINE OF
CE2030 RESIDENCE #1008 66.5' WEST OF N&V POLE #2-E-35 51.3' SOUTH
CE2030 OF N&V POLE #NF-4672 17.4' SOUTHEAST OF THE CENTER OF
CE2030 AN OPEN GRATE C.B. 52.0' EAST OF THE EAST RANGE LINE OF
CE2030 1 1/2 STORY FRAME RESIDENCE #1008. 62.38' NORTHEAST OF
CE2030 NORTHEAST CORNER OF HOUSE #1008 IN A ROUND IRON BOX.
CE2030
CE2030 NORTH EAST
CE2030 GEOGRAPHIC- 41-19-52.380 81-33-16.093
CE2030 SPC OH N - N-607836.27 E-2259675.87
CE2030 CRGS LOCAL - N-28214.82 E-124471.32
CE2030 DATE SET 10/02/39
CE2030
|
|
|
|
|
|
|
|
|
|
|
|
2228252.0
|
607809.125
|
0101000020960E0000728982F6FAFF4041DC171419E68C2241
|
true
|
2013-08-09 10:33:00 -0400
|
false
|
41.33125
|
-81.55430555555555555556
|
-81.5543055555556
|
41.3312499999999
|
2228213.92585867
|
607859.048981424
|
679160.962923648
|
185275.80868114
|
266
|
266
|
OM X-169
|
CE2031
|
OH
|
Summit
|
|
CRGS
|
1951-07-10 20:00:00 -0400
|
DISK IN CONCRETE
|
OM X-169
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BY
HISTORY COSE
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
19
|
48.4
|
N
|
81
|
33
|
1.94
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
925.024
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-13
THE STATION IS LOCATED 1108.0' EAST OF THE CENTERLINE
OF BOYDEN ROAD 95.0' NORTHWEST OF AN N&V IN 8th POLE
EAST OF BOYDEN ROAD 13.0' NORTH OF THE CENTERLINE
OF VALLEY VIEW ROAD 135.0' EAST OF THE CENTERLINE
OF FIELD DRIVE SOUTH 31.0' SOUTHEAST OF A CAPPED PIN
(BOCK & CLARK) ON THE FENCE LINE 135.0' WEST OF THE
CENTERLINE OF FIELD DRIVE NORTH 3.0' NORTH OF THE
NORTH EDGE OF THE PAVEMENT AND 113.7' NORTHEAST
OF THE 7th POLE OF EAST BOYDEN ROAD IN A SQUARE
IRON BOX.
NORTH EAST
GEOGRAPHIC- 41-19-48.069 81-33-02.091
SPC OH N - N-607411.61 E-2260748.75
CRGS LOCAL - N27780.67 E-125540.59
DATE SET 07/11/51
|
2013-11-17 19:00:00 -0500
|
SCE
|
Unable to Locate
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2031 *********************************************************************
CE2031 DESIGNATION - OM X-169
CE2031 PID - CE2031
CE2031 STATE/COUNTY- OH/SUMMIT
CE2031
CE2031 HORZ DATUM - NAD 83(1986)
CE2031 VERT DATUM - NGVD 29
CE2031
CE2031 POSITION - 41 19 48.40 (N) 081 33 01.94 (W) SCALED
CE2031 83 MINUS 27 -
CE2031
CE2031 HEIGHT - (meters) 925.024 (feet) ADJUST
CE2031 88 MINUS 29 -
CE2031 **********************************************************************
CE2031
CE2031 VERT ORDER - THIRD
CE2031
CE2031 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2031 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2031 SURVEY (CRGS).
CE2031
CE2031_STATION MARK IS A SURVEY DISK
CE2031_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2031_THE MARK IS STAMPED OM X-169
CE2031_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2031+STABILITY: SURFACE MOTION
CE2031+SATELLITE:
CE2031+SATELLITE:
CE2031
CE2031 HISTORY - YEAR CONDITION RECOV. BY
CE2031 HISTORY COSE
CE2031 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
CE2031 STATION DESCRIPTION
CE2031
CE2031 DESCRIBED BY COSE ALSO KNOWN AS NF-13
CE2031 THE STATION IS LOCATED 1108.0' EAST OF THE CENTERLINE
CE2031 OF BOYDEN ROAD 95.0' NORTHWEST OF AN N&V IN 8th POLE
CE2031 EAST OF BOYDEN ROAD 13.0' NORTH OF THE CENTERLINE
CE2031 OF VALLEY VIEW ROAD 135.0' EAST OF THE CENTERLINE
CE2031 OF FIELD DRIVE SOUTH 31.0' SOUTHEAST OF A CAPPED PIN
CE2031 (BOCK & CLARK) ON THE FENCE LINE 135.0' WEST OF THE
CE2031 CENTERLINE OF FIELD DRIVE NORTH 3.0' NORTH OF THE
CE2031 NORTH EDGE OF THE PAVEMENT AND 113.7' NORTHEAST
CE2031 OF THE 7th POLE OF EAST BOYDEN ROAD IN A SQUARE
CE2031 IRON BOX.
CE2031
CE2031 NORTH EAST
CE2031 GEOGRAPHIC- 41-19-48.069 81-33-02.091
CE2031 SPC OH N - N-607411.61 E-2260748.75
CE2031 CRGS LOCAL - N27780.67 E-125540.59
CE2031 DATE SET 07/11/51
CE2031
|
|
|
|
|
|
|
|
|
|
|
|
2229325.0
|
607416.3125
|
0101000020960E00004E7AB16A0202414136F450B6BE892241
|
true
|
2013-11-27 04:26:00 -0500
|
false
|
41.33011111111111111111
|
-81.55053888888888888889
|
-81.5505388888889
|
41.330111111111
|
2229252.83354119
|
607455.35608638
|
679477.6226186
|
185152.762840637
|
267
|
267
|
OM X-92
|
CE2032
|
OH
|
Summit
|
|
CRGS
|
1948-05-12 00:00:00 -0400
|
DISK IN CONCRETE
|
OM X-92
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
20.51
|
N
|
81
|
33
|
46.51
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
942.776
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-14
THE STATION IS LOCATED IN THE WEST BERM OF DUNHAM
ROAD APPROX. 400' SOUTH OF CANAL ROAD APPROX.
1000' NORTH OF THE CENTERLINE OF VALLEY VIEW ROAD
16.5' WEST OF THE CENTERLINE OF DUNHAM ROAD 8.3'
NORTH OF THE SOUTH RANGE LINE OF RESIDENCE #11606
DUNHAM ROAD 23.6' SOUTH OF THE NORTH RANGE LINE
OF RESIDENCE #11606 19.0' SOUTH OF THE CENTERLINE
OF THE DRIVE TO RESIDENCE #11606 DUNHAM ROAD
77.6' NORTH OF THE TOP OF THE CENTER OF A HYDRANT
41.3' WEST OF N&V IN POLE #41 E-11 AND 7.3' WEST OF THE
WEST EDGE OF PAVEMENT IN A SQUARE IRON BOX.
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2032 *********************************************************************
CE2032 DESIGNATION - OM X-92
CE2032 PID - CE2032
CE2032 STATE/COUNTY- OH/SUMMIT
CE2032
CE2032 HORZ DATUM - NAD 83(1986)
CE2032 VERT DATUM - NGVD 29
CE2032
CE2032 POSITION - 41 20 20.51 (N) 081 33 46.51 (W) SCALED
CE2032 83 MINUS 27 -
CE2032
CE2032 HEIGHT - (meters) 942.776 (feet) ADJUST
CE2032 88 MINUS 29 -
CE2032 **********************************************************************
CE2032
CE2032 VERT ORDER - THIRD
CE2032
CE2032 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2032 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2032 SURVEY (CRGS).
CE2032
CE2032_STATION MARK IS A SURVEY DISK
CE2032_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2032_THE MARK IS STAMPED OM X-92
CE2032_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2032+STABILITY: SURFACE MOTION
CE2032+SATELLITE:
CE2032+SATELLITE:
CE2032
CE2032 HISTORY - YEAR CONDITION RECOV. BY
CE2032 HISTORY COSE
CE2032 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2032 STATION DESCRIPTION
CE2032
CE2032 DESCRIBED BY COSE ALSO KNOWN AS NF-14
CE2032 THE STATION IS LOCATED IN THE WEST BERM OF DUNHAM
CE2032 ROAD APPROX. 400' SOUTH OF CANAL ROAD APPROX.
CE2032 1000' NORTH OF THE CENTERLINE OF VALLEY VIEW ROAD
CE2032 16.5' WEST OF THE CENTERLINE OF DUNHAM ROAD 8.3'
CE2032 NORTH OF THE SOUTH RANGE LINE OF RESIDENCE #11606
CE2032 DUNHAM ROAD 23.6' SOUTH OF THE NORTH RANGE LINE
CE2032 OF RESIDENCE #11606 19.0' SOUTH OF THE CENTERLINE
CE2032 OF THE DRIVE TO RESIDENCE #11606 DUNHAM ROAD
CE2032 77.6' NORTH OF THE TOP OF THE CENTER OF A HYDRANT
CE2032 41.3' WEST OF N&V IN POLE #41 E-11 AND 7.3' WEST OF THE
CE2032 WEST EDGE OF PAVEMENT IN A SQUARE IRON BOX.
CE2032
CE2032 NORTH EAST
CE2032 GEOGRAPHIC- 41-20-20.502 81-33-47.132
CE2032 SPC OH N - N-610656.72 E-2257277.49
CE2032 CRGS LOACL - N-31056.47 E-122097.53
CE2032 DATE SET 05/13/48
CE2032
|
|
|
|
|
|
|
|
|
|
|
|
2225858.25
|
610617.4375
|
0101000020960E00001F2A11F94CFB4041E720486ED8A22241
|
true
|
2013-08-09 03:40:00 -0400
|
false
|
41.33903055555555555555
|
-81.56291944444444444444
|
-81.5629194444445
|
41.3390305555554
|
2225817.94583632
|
610668.215394047
|
678430.666752244
|
186132.044316179
|
268
|
268
|
OM 106
|
CE2033
|
OH
|
Summit
|
|
CRGS
|
1938-11-30 19:00:00 -0500
|
DISK IN CONCRETE
|
OM 106
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BY
HISTORY COSE
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2003 GOOD COSE SURVEY FIELD CREW
HISTORY - 2012 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
36.41
|
N
|
81
|
33
|
40.4
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
944.366
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-16
THE STATION IS LOCATED IN THE EAST BERM OF DUNHAM
ROAD 13.0' EAST OF THE CENTERLINE OF DUNHAM ROAD
111.20' SOUTH OF THE CENTERLINE OF HOUGHTON ROAD
6.30' NORTH OF THE SOUTH RANGE OF THE GARAGE OF
HOUSE #11777 DUNHAM ROAD 7.20'NORTHWEST OF THE
N&V IN POLE #NF-1508 15.8' NORTH OF THE NORTH RANGE
DUNHAM ROAD 23.6' SOUTH OF THE NORTH RANGE LINE
LINE OF HOUSE #11777 DUNHAM ROAD 80.20' NORTHEAST
OF THE TOP OF A HYDRANT IN A SQUARE IRON ROAD BOX.
NOT GOOD FOR GPS.
|
2012-09-09 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2033 *********************************************************************
CE2033 DESIGNATION - OM 106
CE2033 PID - CE2033
CE2033 STATE/COUNTY- OH/SUMMIT
CE2033
CE2033 HORZ DATUM - NAD 83(1986)
CE2033 VERT DATUM - NGVD 29
CE2033
CE2033 POSITION - 41 20 36.41 (N) 081 33 40.40 (W) SCALED
CE2033 83 MINUS 27 -
CE2033
CE2033 HEIGHT - (meters) 944.366 (feet) ADJUST
CE2033 88 MINUS 29 -
CE2033 **********************************************************************
CE2033
CE2033 VERT ORDER - THIRD
CE2033
CE2033 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2033 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2033 SURVEY (CRGS).
CE2033
CE2033
CE2033_STATION MARK IS A SURVEY DISK
CE2033_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2033_THE MARK IS STAMPED OM 106
CE2033_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2033+STABILITY: SURFACE MOTION
CE2033+SATELLITE:
CE2033+SATELLITE:
CE2033
CE2033 HISTORY - YEAR CONDITION RECOV. BY
CE2033 HISTORY COSE
CE2033 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
CE2033 STATION DESCRIPTION
CE2033
CE2033 DESCRIBED BY COSE ALSO KNOWN AS NF-16
CE2033 THE STATION IS LOCATED IN THE EAST BERM OF DUNHAM
CE2033 ROAD 13.0' EAST OF THE CENTERLINE OF DUNHAM ROAD
CE2033 111.20' SOUTH OF THE CENTERLINE OF HOUGHTON ROAD
CE2033 6.30' NORTH OF THE SOUTH RANGE OF THE GARAGE OF
CE2033 HOUSE #11777 DUNHAM ROAD 7.20' SOUTHWEST OF THE
CE2033 N&V IN POLE #NF-1508 15.8' NORTH OF THE NORTH RANGE
CE2033 DUNHAM ROAD 23.6' SOUTH OF THE NORTH RANGE LINE
CE2033 LINE OF HOUSE #11777 DUNHAM ROAD 80.20' NORTHEAST
CE2033 OF THE TOP OF A HYDRANT IN A SQUARE IRON ROAD BOX.
CE2033
CE2033 NORTH EAST
CE2033 GEOGRAPHIC- 41-20-36.227 81-33-40.955
CE2033 SPC OH N - N-612253.18 E-2257731.52
CE2033 CRGS LOCAL - N-32648.97 E-122565.61
CE2033 DATE SET 12/1938
CE2033
|
|
|
|
|
|
|
|
|
|
|
|
2226297.5
|
612241.5
|
0101000020960E000094EFF1532DFC404111DF41B874AF2241
|
true
|
2012-09-13 02:57:00 -0400
|
false
|
41.34344722222222222222
|
-81.56122222222222222222
|
-81.5612222222222
|
41.3434472222221
|
2226266.6558208
|
612282.359877559
|
678567.433829046
|
186624.036538739
|
269
|
269
|
OM 59
|
CE2034
|
OH
|
Summit
|
|
CRGS
|
1947-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
OM 59
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY- 2006 SCEHISTORY - 2013 SCE - 2019 COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
21.76
|
N
|
81
|
34
|
41.75
|
W
|
SCALED
|
|
|
COSE 1992
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
238.325
|
781.907
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-17
THE STATION IS LOCATED IN THE NORTH EDGE OF THE OF THE PAVEMENT ON AND UNDER THE ASPHALT OF VALLEY VIEW ROAD 11.0' NORTH OF THE CENTERLINE OF VALLEY VIEW ROAD 1.0' WEST OF THE CENTERLINE OF CHAFFEE ROAD IN A SQUARE IRON ROAD BOX.
WAS NOT UNCOVERED DURING 2013 RECOVERY.
GEOGRAPHIC- 41-20-21.587 81-34-42.298
SPC OH N - N-610721.68 E-2253068.51
CRGS LOCAL - N-31158.29 E-117888.92
DATE SET 06/10/48
|
2019-08-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2034 *********************************************************************
CE2034 DESIGNATION - OM 59
CE2034 PID - CE2034
CE2034 STATE/COUNTY- OH/SUMMIT
CE2034
CE2034 HORZ DATUM - NAD 83(1986)
CE2034 VERT DATUM - NGVD 29
CE2034
CE2034 POSITION - 41 20 21.76 (N) 081 34 41.75 (W) SCALED
CE2034 83 MINUS 27 -
CE2034
CE2034 HEIGHT - 238.325 (meters) 781.907 (feet) ADJUST
CE2034 88 MINUS 29 -
CE2034 **********************************************************************
CE2034
CE2034 VERT ORDER - THIRD
CE2034
CE2034 THE HORIZONTAL COORDINATES WERE DETERMINED BY
CE2034 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2034 SURVEY (CRGS).
CE2034 THE VERTICAL INFORMATION WAS DETERMINED BY DIFFERENTIAL LEVELING BY
CE2034.COSE 1992
CE2034
CE2034_STATION MARK IS A SURVEY DISK
CE2034_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2034_THE MARK IS STAMPED OM 59
CE2034_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2034+STABILITY: SURFACE MOTION
CE2034+SATELLITE:
CE2034+SATELLITE:
CE2034
CE2034 HISTORY - YEAR CONDITION RECOV. BY
CE2034 HISTORY COSE
CE2034 STATION DESCRIPTION
CE2034
CE2034 DESCRIBED BY COSE ALSO KNOWN AS NF-17
CE2034 THE STATION IS LOCATED IN THE NORTH EDGE OF THE
CE2034 OF THE PAVEMENT ON AND UNDER THE ASPHALT OF
CE2034 VALLEY VIEW ROAD 11.0' NORTH OF THE CENTERLINE OF
CE2034 VALLEY VIEW ROAD 1.0' WEST OF THE CENTERLINE OF
CE2034 CHAFFEE ROAD IN A SQUARE IRON ROAD BOX.
CE2034
CE2034 NORTH EAST
CE2034 GEOGRAPHIC- 41-20-21.587 81-34-42.298
CE2034 SPC OH N - N-610721.68 E-2253068.51
CE2034 CRGS LOCAL - N-31158.29 E-117888.92
CE2034 DATE SET 06/10/48
CE2034
|
|
|
|
|
|
|
|
|
|
|
|
2221661.0
|
610674.1875
|
0101000020960E0000B94589A011F34041E889ECA27BA32241
|
true
|
2013-08-09 10:32:00 -0400
|
false
|
41.33937777777777777777
|
-81.57826388888888888889
|
-81.5782638888889
|
41.3393777777776
|
2221603.25418922
|
610749.818210897
|
677146.026168927
|
186156.916904498
|
270
|
270
|
OM 870
|
CE2035
|
OH
|
Summit
|
|
CRGS
|
1939-09-18 00:00:00 -0400
|
DISK IN CONCRETE
|
OM 870
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
22.55
|
N
|
81
|
34
|
41.8
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
780.329
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-17A
THE STATION IS LOCATED IN THE NORTH TREELAWN OF VALLEY VIEW ROAD 90.0' NORTH OF VALLEY VIEW ROAD 3.0' WEST OF CHAFFEE ROAD PROJECTED 20.70' SOUTHEAST OF N&V IN POLE #NF-5357 1.0' SOUTH OF THE SOUTH RANGE LINE OF POLES GOING IN THE NORTHWEST DIRECTION IN A ROUND IRON BOX.
GEOGRAPHIC- 41-20-22.375 81-34-42.275
SPC OH N - N-610801.44 E-2253069.42
CRGS LOCAL - N-31238.03 E-117890.60
DATE SET 09/19/39
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
FAIR
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2035 *********************************************************************
CE2035 DESIGNATION - OM 870
CE2035 PID - CE2035
CE2035 STATE/COUNTY- OH/SUMMIT
CE2035
CE2035 HORZ DATUM - NAD 83(1986)
CE2035 VERT DATUM - NGVD 29
CE2035
CE2035 POSITION - 41 20 22.55 (N) 081 34 41.80 (W) SCALED
CE2035 83 MINUS 27 -
CE2035
CE2035 HEIGHT - (meters) 780.329 (feet) ADJUST
CE2035 88 MINUS 29 -
CE2035 **********************************************************************
CE2035
CE2035 VERT ORDER - THIRD
CE2035
CE2035 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2035 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2035 SURVEY (CRGS).
CE2035
CE2035_STATION MARK IS A SURVEY DISK
CE2035_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2035_THE MARK IS STAMPED OM 870
CE2035_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2035+STABILITY: SURFACE MOTION
CE2035+SATELLITE:
CE2035+SATELLITE:
CE2035
CE2035 HISTORY - YEAR CONDITION RECOV. BY
CE2035 HISTORY COSE
CE2035 STATION DESCRIPTION
CE2035
CE2035 DESCRIBED BY COSE ALSO KNOWN AS NF-17A
CE2035 THE STATION IS LOCATED IN THE NORTH TREELAWN
CE2035 OF VALLEY VIEW ROAD 90.0' NORTH OF VALLEY VIEW
CE2035 ROAD 3.0' WEST OF CHAFFEE ROAD PROJECTED 20.70'
CE2035 SOUTHEAST OF N&V IN POLE #NF-5357 1.0' SOUTH OF
CE2035 THE SOUTH RANGE LINE OF POLES GOING IN THE
CE2035 NORTHWEST DIRECTION IN A ROUND IRON BOX.
CE2035
CE2035 NORTH EAST
CE2035 GEOGRAPHIC- 41-20-22.375 81-34-42.275
CE2035 SPC OH N - N-610801.44 E-2253069.42
CE2035 CRGS LOCAL - N-31238.03 E-117890.60
CE2035 DATE SET 09/19/39
CE2035
|
|
|
|
|
|
|
|
|
|
|
|
2221660.0
|
610774.25
|
0101000020960E000090AD3A4C0FF34041BAA710751BA42241
|
true
|
2013-08-09 10:29:00 -0400
|
false
|
41.33959722222222222222
|
-81.57827777777777777778
|
-81.5782777777778
|
41.3395972222221
|
2221598.59554071
|
610829.728642694
|
677144.606210021
|
186181.273652823
|
271
|
271
|
OM 1459
|
CE2036
|
OH
|
Summit
|
|
CRGS
|
1942-01-19 00:00:00 -0500
|
DISK IN CONCRETE
|
OM 1459
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW -2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
21
|
0.7
|
N
|
81
|
35
|
30.51
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
628.565
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-18
THE STATION IS LOCATED IN THE WEST TREELAWN
OF VALLEY VIEW ROAD 368.0' SOUTH OF THE CENTERLINE
OF SAGAMORE ROAD 26.75' WEST OF THE CENTERLINE
OF VALLEY VIEW ROAD 29.05' SOUTHEAST OF THE EAST END
OF 10" STEEL PIPE OVER THE CANAL 26.3' SOUTHEAST OF A PIPELINE WITNESS POST 56.18' SOUTHWEST
OF THE GAS WITNESS PIPE 96.35' NORTHWEST OF N&V
IN POLE #5725 & #411 THIRD SOUTH OF SAGAMORE ROAD
ON THE EAST SIDE OF THE CANAL IN A ROUND IRON BOX.
NORTH EAST
GEOGRAPHIC- 41-21-00.509 81-35-31.053
SPC OH N - N-614021.66 E-2249308.69
CRGS LOCAL - N-35091.46 E-114163.05
|
2021-12-05 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2036 *********************************************************************
CE2036 DESIGNATION - OM 1459
CE2036 PID - CE2036
CE2036 STATE/COUNTY- OH/SUMMIT
CE2036
CE2036 HORZ DATUM - NAD 83(1986)
CE2036 VERT DATUM - NGVD 29
CE2036
CE2036 POSITION - 41 21 00.70 (N) 081 35 30.51 (W) SCALED
CE2036 83 MINUS 27 -
CE2036
CE2036 HEIGHT - (meters) 628.565 (feet) ADJUST
CE2036 88 MINUS 29 -
CE2036 **********************************************************************
CE2036
CE2036 VERT ORDER - THIRD
CE2036
CE2036 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2036 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2036 SURVEY (CRGS).
CE2036
CE2036_STATION MARK IS A SURVEY DISK
CE2036_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2036_THE MARK IS STAMPED OM 1459
CE2036_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2036+STABILITY: SURFACE MOTION
CE2036+SATELLITE:
CE2036+SATELLITE:
CE2036
CE2036 HISTORY - YEAR CONDITION RECOV. BY
CE2036 HISTORY COSE
CE2036 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2036 STATION DESCRIPTION
CE2036
CE2036 DESCRIBED BY COSE ALSO KNOWN AS NF-18
CE2036 THE STATION IS LOCATED IN THE WEST TREELAWN
CE2036 OF VALLEY VIEW ROAD 368.0' SOUTH OF THE CENTERLINE
CE2036 OF SAGAMORE ROAD 26.75' WEST OF THE CENTERLINE
CE2036 OF VALLEY VIEW ROAD 29.05' SOUTHEAST OF THE EAST END
CE2036 OF 10" STEEL PIPE OVER THE CANAL 56.18' SOUTHWEST
CE2036 OF THE GAS WITNESS PIPE 96.35' NORTHWEST OF N&V
CE2036 IN POLE #5725 & #411 THIRD SOUTH OF SAGAMORE ROAD
CE2036 ON THE EAST SIDE OF THE CANAL IN A ROUND IRON BOX.
CE2036
CE2036 NORTH EAST
CE2036 GEOGRAPHIC- 41-21-00.509 81-35-31.053
CE2036 SPC OH N - N-614021.66 E-2249308.69
CE2036 CRGS LOCAL - N-35091.46 E-114163.05
CE2036 DATE SET 01/20/42
CE2036
|
|
|
|
|
|
|
|
|
|
|
|
2217882.5
|
614580.6875
|
0101000020960E0000BD103C90B9EB404150F48659F7C12241
|
true
|
2013-01-11 02:06:00 -0500
|
false
|
41.35019444444444444444
|
-81.59180833333333333333
|
-81.5918083333333
|
41.3501944444443
|
2217843.12683305
|
614651.674857745
|
675999.937058587
|
187346.205189035
|
272
|
272
|
OM R-103
|
CE2037
|
OH
|
Summit
|
|
CRGS
|
1956-09-19 00:00:00 -0400
|
DISK IN CONCRETE
|
OM R-103
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREW-2017 UNDER PAVEMENT COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
3.25
|
N
|
81
|
31
|
54.3
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1018.741
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-19
THE STATION IS LOCATED IN THE WEST BERM OF NORTHFIELD
ROAD APPROXIMATELY 300.0' NORTH OF OLD ROUTE 8 3.0'
WEST OF THE WEST EDGE OF PAVEMENT OF THE SOUTH
BOUND LANE OF NORTHFIELD ROAD 634.0' SOUTH OF THE
ROAD 634.0'SOUTH OF THE CENTERLINE OF LEDGE ROAD
98.4' NORTHEAST OF N&V POLE #71 E-181 74.3' SOUTHEAST
OF THE KNIGHTS OF COLUMBUS SIGN POST 76.6'
NORTHEAST OF FELL LAKE PARK SIGN IN A SQUARE
IRON ROAD BOX. 2017 UNDER PAVEMENT
NORTH EAST
GEOGRAPHIC- 41-20-03.009 81-31-54.914
SPC OH N - N-608979.88 E-2265856.63
CRGS LOCAL - N-29304.33 E-130662.48
DATE SET 09/20/56
|
2017-09-18 00:00:00 -0400
|
SCE
|
Fair
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2037 *********************************************************************
CE2037 DESIGNATION - OM R-103
CE2037 PID - CE2037
CE2037 STATE/COUNTY- OH/SUMMIT
CE2037
CE2037 HORZ DATUM - NAD 83(1986)
CE2037 VERT DATUM - NGVD 29
CE2037
CE2037 POSITION - 41 20 03.25 (N) 081 31 54.30 (W) SCALED
CE2037 83 MINUS 27 -
CE2037
CE2037 HEIGHT - (meters) 1018.741 (feet) ADJUST
CE2037 88 MINUS 29 -
CE2037 **********************************************************************
CE2037
CE2037 VERT ORDER - THIRD
CE2037
CE2037 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2037 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2037 SURVEY (CRGS).
CE2037
CE2037_STATION MARK IS A SURVEY DISK
CE2037_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2037_THE MARK IS STAMPED OM R-103
CE2037_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2037+STABILITY: SURFACE MOTION
CE2037+SATELLITE:
CE2037+SATELLITE:
CE2037
CE2037 HISTORY - YEAR CONDITION RECOV. BY
CE2037 HISTORY COSE
CE2037 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2037 STATION DESCRIPTION
CE2037
CE2037 DESCRIBED BY COSE ALSO KNOWN AS NF-19
CE2037 THE STATION IS LOCATED IN THE WEST BERM OF NORTHFIELD
CE2037 ROAD APPROXIMATELY 300.0' NORTH OF OLD ROUTE 8 3.0'
CE2037 WEST OF THE WEST EDGE OF PAVEMENT OF THE SOUTH
CE2037 BOUND LANE OF NORTHFIELD ROAD 634.0' SOUTH OF THE
CE2037 ROAD 634.0'SOUTH OF THE CENTERLINE OF LEDGE ROAD
CE2037 98.4' NORTHEAST OF N&V POLE #71 E-181 74.3' SOUTHEAST
CE2037 OF THE KNIGHTS OF COLUMBUS SIGN POST 76.6'
CE2037 NORTHEAST OF FELL LAKE PARK SIGN IN A SQUARE
CE2037 IRON ROAD BOX.
CE2037
CE2037 NORTH EAST
CE2037 GEOGRAPHIC- 41-20-03.009 81-31-54.914
CE2037 SPC OH N - N-608979.88 E-2265856.63
CE2037 CRGS LOCAL - N-29304.33 E-130662.48
CE2037 DATE SET 09/20/56
CE2037
|
|
|
|
|
|
|
|
|
|
|
|
2234418.25
|
608990.1875
|
0101000020960E0000469C0CFD0D0C4141C3E695E4ED952241
|
true
|
2005-03-23 08:26:00 -0500
|
false
|
41.33423611111111111111
|
-81.53175
|
-81.53175
|
41.334236111111
|
2234395.97694734
|
609014.946456157
|
681045.255864061
|
185628.126936073
|
273
|
273
|
OM 1649
|
CE2038
|
OH
|
Summit
|
|
CRGS
|
1956-09-19 00:00:00 -0400
|
DISK IN CONCRETE
|
OM 1649
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2018 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
20
|
9.2
|
N
|
81
|
31
|
41.37
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1054.682
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-20
THE STATION IS LOCATED ON THE WEST RANGE LINE OF
NORTHFIELD SQUARE APARTMENTS 45.0' WEST OF THE EAST
RANGE LINE OF NORTHFIELD SQUARE APARTMENTS 816.0'
EAST OF OM X-954 APPROXIMATELY 800.0' EAST OF NORTHFIELD
ROAD IN THE NORTH BERM OF LEDGE ROAD 55.70' SOUTH OF THE
SOUTHWEST CORNER OF NORTHFIELD SQUARE APARTMENTS
APARTMENTS 71.65' SOUTHWEST OF THE SOUTHEAST CORNER
OF NORTHFIELD SQUARE APARTMENTS 49.07' SOUTHEAST OF
THE TOP END OF A HYDRANT 58.42' SOUTHWEST OF N&V POLE
IN #NF-713 54.61' SOUTHWEST OF N&V POLE IN (C.U.S.T.) 58.97'
NORTHWEST OF N&V POLE #NF-1147 7.40' NORTH OF THE NORTH
EDGE OF PAVEMENT 17.10' NORTH OF THE CENTERLINE OF
LEDGE ROAD 35.54' SOUTHEAST OF THE CENTER OF A WATER
METER 45.0' WEST OF THE EAST RANGE LINE OF THE
NORTHFIELD SQUARE APARTMENTS IN A ROUND IRON BOX.
NORTH EAST
GEOGRAPHIC- 41-20-09.023 81-31-41.971
SPC OH N - N-609599.49 E-2266837.15
CRGS LOCAL - N-29915.35 E-131648.40
DATE SET 09/2056
|
2018-02-20 00:00:00 -0500
|
SCE
|
UNABLE TO LOCATE
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2038 *********************************************************************
CE2038 DESIGNATION - OM 1649
CE2038 PID - CE2038
CE2038 STATE/COUNTY- OH/SUMMIT
CE2038
CE2038 HORZ DATUM - NAD 83(1986)
CE2038 VERT DATUM - NGVD 29
CE2038
CE2038 POSITION - 41 20 09.20 (N) 081 31 41.37 (W) SCALED
CE2038 83 MINUS 27 -
CE2038
CE2038 HEIGHT - (meters) 1054.682 (feet) ADJUST
CE2038 88 MINUS 29 -
CE2038 **********************************************************************
CE2038
CE2038 VERT ORDER - THIRD
CE2038
CE2038 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2038 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2038 SURVEY (CRGS).
CE2038
CE2038_STATION MARK IS A SURVEY DISK
CE2038_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2038_THE MARK IS STAMPED OM 1649
CE2038_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2038+STABILITY: SURFACE MOTION
CE2038+SATELLITE:
CE2038+SATELLITE:
CE2038
CE2038 HISTORY - YEAR CONDITION RECOV. BY
CE2038 HISTORY COSE
CE2038 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2038 STATION DESCRIPTION
CE2038
CE2038 DESCRIBED BY COSE ALSO KNOWN AS NF-20
CE2038 THE STATION IS LOCATED ON THE WEST RANGE LINE OF
CE2038 NORTHFIELD SQUARE APARTMENTS 45.0' WEST OF THE EAST
CE2038 RANGE LINE OF NORTHFIELD SQUARE APARTMENTS 816.0'
CE2038 EAST OF OM X-954 APPROXIMATELY 800.0' EAST OF NORTHFIELD
CE2038 ROAD IN THE NORTH BERM OF LEDGE ROAD 55.70' SOUTH OF THE
CE2038 SOUTHWEST CORNER OF NORTHFIELD SQUARE APARTMENTS
CE2038 APARTMENTS 71.65' SOUTHWEST OF THE SOUTHEAST CORNER
CE2038 OF NORTHFIELD SQUARE APARTMENTS 49.07' SOUTHEAST OF
CE2038 THE TOP END OF A HYDRANT 58.42' SOUTHWEST OF N&V POLE
CE2038 IN #NF-713 54.61' SOUTHWEST OF N&V POLE IN (C.U.S.T.) 58.97'
CE2038 NORTHWEST OF N&V POLE #NF-1147 7.40' NORTH OF THE NORTH
CE2038 EDGE OF PAVEMENT 17.10' NORTH OF THE CENTERLINE OF
CE2038 LEDGE ROAD 35.54' SOUTHEAST OF THE CENTER OF A WATER
CE2038 METER 45.0' WEST OF THE EAST RANGE LINE OF THE
CE2038 NORTHFIELD SQUARE APARTMENTS IN A ROUND IRON BOX.
CE2038
CE2038 NORTH EAST
CE2038 GEOGRAPHIC- 41-20-09.023 81-31-41.971
CE2038 SPC OH N - N-609599.49 E-2266837.15
CE2038 CRGS LOCAL - N-29915.35 E-131648.40
CE2038 DATE SET 09/2056
CE2038
|
|
|
|
|
|
|
|
|
|
|
|
2235404.5
|
609608.5625
|
0101000020960E0000F8C19AC6F70D41414D096525B89A2241
|
true
|
2013-01-22 02:08:00 -0500
|
false
|
41.33588888888888888889
|
-81.52815833333333333334
|
-81.5281583333333
|
41.3358888888887
|
2235375.55159783
|
609628.073036471
|
681343.83081468
|
185815.008291517
|
274
|
274
|
OM 1650
|
CE2039
|
OH
|
Summit
|
|
CRGS
|
1971-05-12 00:00:00 -0400
|
DISK IN CONCRETE
|
OM 1650
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
20
|
8.84
|
N
|
81
|
31
|
16.71
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1088.599
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-21
THE STATION IS LOCATED IN THE NORTH BERM OF LEDGE
ROAD APPROXIMATELY 2700.0' EAST OF NORTHFIELD
ROAD 277.0' EAST OF THE CENTERLINE OF MILFORD ROAD
6.65' WEST OF THE WEST RANGE LINE OF HOUSE #265 50.50'
WEST OF THE EAST RANGE LINE OF THE SAME HOUSE
33.61' NORTHEAST OF N&V POLE #9 E-21 46.10' EAST OF THE
CENTERLINE OF THE DRIVE OF NORTH WOOD ESTATES
12.30' SOUTHEAST OF THE CENTER OF THE WATER SHUT
OFF 44.55' WEST OF THE CENTERLINE OF THE DRIVE OF HOUSE
#265 3.30' NORTH OF THE NORTH EDGE OF PAVEMENT 13.65'
NORTH OF THE CENTERLINE OF LEDGE ROAD IN A SQUARE
IRON ROAD BOX.
NORTH EAST
GEOGRAPHIC- 41-20-08.645 81-31-17.232
SPC OH N - N-609582.33 E-2268724.64
CRGS LOCAL - N-29881.64 E-133535.88
DATE SET 05/13/71
|
2018-03-19 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2039 *********************************************************************
CE2039 DESIGNATION - OM 1650
CE2039 PID - CE2039
CE2039 STATE/COUNTY- OH/SUMMIT
CE2039
CE2039 HORZ DATUM - NAD 83(1986)
CE2039 VERT DATUM - NGVD 29
CE2039
CE2039 POSITION - 41 20 08.84 (N) 081 31 16.71 (W) SCALED
CE2039 83 MINUS 27 -
CE2039
CE2039 HEIGHT - (meters) 1088.599 (feet) ADJUST
CE2039 88 MINUS 29 -
CE2039 **********************************************************************
CE2039
CE2039 VERT ORDER - THIRD
CE2039
CE2039 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2039 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2039 SURVEY (CRGS).
CE2039
CE2039_STATION MARK IS A SURVEY DISK
CE2039_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2039_THE MARK IS STAMPED OM 1650
CE2039_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2039+STABILITY: SURFACE MOTION
CE2039+SATELLITE:
CE2039+SATELLITE:
CE2039
CE2039 HISTORY - YEAR CONDITION RECOV. BY
CE2039 HISTORY COSE
CE2039 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2039 STATION DESCRIPTION
CE2039
CE2039 DESCRIBED BY COSE ALSO KNOWN AS NF-21
CE2039 THE STATION IS LOCATED IN THE NORTH BERM OF LEDGE
CE2039 ROAD APPROXIMATELY 2700.0' EAST OF NORTHFIELD
CE2039 ROAD 277.0' EAST OF THE CENTERLINE OF MILFORD ROAD
CE2039 6.65' WEST OF THE WEST RANGE LINE OF HOUSE #265 50.50'
CE2039 WEST OF THE EAST RANGE LINE OF THE SAME HOUSE
CE2039 33.61' NORTHEAST OF N&V POLE #9 E-21 46.10' EAST OF THE
CE2039 CENTERLINE OF THE DRIVE OF NORTH WOOD ESTATES
CE2039 12.30' SOUTHEAST OF THE CENTER OF THE WATER SHUT
CE2039 OFF 44.55' WEST OF THE CENTERLINE OF THE DRIVE OF HOUSE
CE2039 #265 3.30' NORTH OF THE NORTH EDGE OF PAVEMENT 13.65'
CE2039 NORTH OF THE CENTERLINE OF LEDGE ROAD IN A SQUARE
CE2039 IRON ROAD BOX.
CE2039
CE2039 NORTH EAST
CE2039 GEOGRAPHIC- 41-20-08.645 81-31-17.232
CE2039 SPC OH N - N-609582.33 E-2268724.64
CE2039 CRGS LOCAL - N-29881.64 E-133535.88
CE2039 DATE SET 05/13/71
CE2039
|
|
|
|
|
|
|
|
|
|
|
|
2237312.25
|
609528.4375
|
0101000020960E00006EF43579A411414172B28159999A2241
|
true
|
2013-08-09 03:34:00 -0400
|
false
|
41.33578888888888888889
|
-81.52130833333333333334
|
-81.5213083333333
|
41.3357888888888
|
2237256.94695907
|
609612.674817635
|
681917.281267686
|
185810.314905029
|
275
|
275
|
OM 1651
|
CE2040
|
OH
|
Summit
|
|
CRGS
|
1971-05-12 00:00:00 -0400
|
DISK IN CONCRETE
|
OM 1651
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2020 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
8.69
|
N
|
81
|
31
|
7.25
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1066.596
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-22
THE STATION IS LOCATED IN THE NORTH BERM OF LEDGE
ROAD 705.0' EAST OF OM 1650 APPROXIMATELY 3400.0'
EAST OF NORTHFIELD ROAD APPROXIMATELY 800.0' EAST
OF CENTERLINE OF MILFORD ROAD. 68.0' EAST
OF THE EAST RANGE OF LINE OF HOUSE #325's GARAGE
23.47' SOUTHWEST OF N&V POLE #9 E-27 97.31' SOUTHWEST
OF THE TOP A HYDRANT 2.70' NORTH OF THE NORTH EDGE
OF THE PAVEMENT 12.50' NORTH OF THE CENTERLINE OF
LEDGE ROAD 16.50' EAST OF THE WEST LINE OF A WHITE
BRICK BUILDING 48.0' EAST OF THE SOUTH LEG OF THE
NORTHFIELD CORPORATION SIGN IN A SQUARE IRON ROAD
BOX.
NORTH EAST
GEOGRAPHIC- 41-20-08.508 81-31-07.818
SPC OH N - N-609576.53 E-2269442.89
CRGS LOCAL - N-29869.61 E-134254.13
DATE SET 05/13/71
|
2020-01-23 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2040 *********************************************************************
CE2040 DESIGNATION - OM 1651
CE2040 PID - CE2040
CE2040 STATE/COUNTY- OH/SUMMIT
CE2040
CE2040 HORZ DATUM - NAD 83(1986)
CE2040 VERT DATUM - NGVD 29
CE2040
CE2040 POSITION - 41 20 08.69 (N) 081 31 07.25 (W) SCALED
CE2040 83 MINUS 27 -
CE2040
CE2040 HEIGHT - (meters) 1066.596 (feet) ADJUST
CE2040 88 MINUS 29 -
CE2040 **********************************************************************
CE2040
CE2040 VERT ORDER - THIRD
CE2040
CE2040 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2040 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2040 SURVEY (CRGS).
CE2040
CE2040_STATION MARK IS A SURVEY DISK
CE2040_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2040_THE MARK IS STAMPED OM 1651
CE2040_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2040+STABILITY: SURFACE MOTION
CE2040+SATELLITE:
CE20040+SATELLITE:
CE2040
CE2040 HISTORY - YEAR CONDITION RECOV. BY
CE2040 HISTORY COSE
CE2040 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2040 STATION DESCRIPTION
CE2040
CE2040 DESCRIBED BY COSE ALSO KNOWN AS NF-22
CE2040 THE STATION IS LOCATED IN THE NORTH BERM OF LEDGE
CE2040 ROAD 705.0' EAST OF OM 1650 APPROXIMATELY 3400.0'
CE2040 EAST OF NORTHFIELD ROAD APPROXIMATELY 800.0' EAST
CE2040 OF CENTERLINE OF MILFORD ROAD 1.0' WEST OF THE
CE2040 CENTERLINE OF THE DRIVE TO LAUBINGER & SONS GREEN HOUSE 68.0' EAST
CE2040 OF THE EAST RANGE OF LINE OF HOUSE #325's GARAGE
CE2040 23.47' SOUTHWEST OF N&V POLE #9 E-27 97.31' SOUTHWEST
CE2040 OF THE TOP A HYDRANT 2.70' NORTH OF THE NORTH EDGE
CE2040 OF THE PAVEMENT 12.50' NORTH OF THE CENTERLINE OF
CE2040 LEDGE ROAD 16.50' EAST OF THE WEST LINE OF A WHITE
CE2040 BRICK BUILDING 48.0' EAST OF THE SOUTH LEG OF THE
CE2040 NORTHFIELD CORPORATION SIGN IN A SQUARE IRON ROAD
CE2040 BOX.
CE2040
CE2040 NORTH EAST
CE2040 GEOGRAPHIC- 41-20-08.508 81-31-07.818
CE2040 SPC OH N - N-609576.53 E-2269442.89
CE2040 CRGS LOCAL - N-29869.61 E-134254.13
CE2040 DATE SET 05/13/71
CE2040
|
|
|
|
|
|
|
|
|
|
|
|
2237999.5
|
609536.1875
|
0101000020960E00009FB93D590D1341410671B3348B9A2241
|
true
|
2013-08-09 03:35:00 -0400
|
false
|
41.33574722222222222222
|
-81.51868055555555555556
|
-81.5186805555555
|
41.3357472222221
|
2237978.6971962
|
609605.60293153
|
682137.271179944
|
185808.159389835
|
276
|
276
|
OM 1652
|
CE2041
|
OH
|
Summit
|
|
CRGS
|
1971-05-12 20:00:00 -0400
|
DISK IN CONCRETE
|
OM 1652
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BY
HISTORY COSE
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2012 UNABLE TO LOCATE COSE
|
NAD 83(1986)
|
|
false
|
41
|
20
|
8.33
|
N
|
81
|
30
|
41.27
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1016.757
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-24
THE STATION IS LOCATED IN THE NORTH BERM OF LEDGE ROAD
APPROXIMATELY 725.0' WEST OF BEDFOR ROAD 79.90' WEST OF
THE WEST RANGE LINE OF HOUSE #548 11.90' EAST OF THE EAST
RANGE LINE OF THE PORCH OF HOUSE #536 83.50' SOUTHEAST
OF THE N&V IN POLE #9E-37 95.10' NORTHEAST OF THE TOP OF A
HYDRANT 72.50' WEST OF THE CENTERLINE OF THE DRIVE TO
HOUSE #548 1.50' NORTH OF THE NORTH EDGE OF THE PAVEMENT
13.70' NORTH OF THE CENTERLINE OF LEDGE ROAD IN A SQUARE
1 IRON ROAD BOX..
NORTH EAST
GEOGRAPHIC- 41-20-08.127 81-30-41.821
1 SPC OH N - N-609560.36 E-2271426.35
CRGS LOCAL - N-29836.04 E-136237.53
DATE SET 05/13/71
|
2012-08-30 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2041 *********************************************************************
CE2041 DESIGNATION - OM 1652
CE2041 PID - CE2041
CE2041 STATE/COUNTY- OH/SUMMIT
CE2041
CE2041 HORZ DATUM - NAD 83(1986)
CE2041 VERT DATUM - NGVD 29
CE2041
CE2041 POSITION - 41 20 08.33 (N) 081 30 41.27 (W) SCALED
CE2041 83 MINUS 27 -
CE2041
CE2041 HEIGHT - (meters) 1016.757 (feet) ADJUST
CE2041 88 MINUS 29 -
CE2041 **********************************************************************
CE2041
CE2041 VERT ORDER - THIRD
CE2041
CE2041 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2041 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2041 SURVEY (CRGS).
CE2041
CE2041_STATION MARK IS A SURVEY DISK
CE2041_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2041_THE MARK IS STAMPED OM 1652
CE2041_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2041+STABILITY: SURFACE MOTION
CE2041+SATELLITE:
CE2041+SATELLITE:
CE2041
CE2041 HISTORY - YEAR CONDITION RECOV. BY
CE2041 HISTORY COSE
CE2041 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
CE2041 STATION DESCRIPTION
CE2041
CE2041 DESCRIBED BY COSE ALSO KNOWN AS NF-24
CE2041 THE STATION IS LOCATED IN THE NORTH BERM OF LEDGE ROAD
CE2041 APPROXIMATELY 725.0' WEST OF BEDFOR ROAD 79.90' WEST OF
CE2041 THE WEST RANGE LINE OF HOUSE #548 11.90' EAST OF THE EAST
CE2041 RANGE LINE OF THE PORCH OF HOUSE #536 83.50' SOUTHEAST
CE2041 OF THE N&V IN POLE #9E-37 95.10' NORTHEAST OF THE TOP OF A
CE2041 HYDRANT 72.50' WEST OF THE CENTERLINE OF THE DRIVE TO
CE2041 HOUSE #548 1.50' NORTH OF THE NORTH EDGE OF THE PAVEMENT
CE2041 13.70' NORTH OF THE CENTERLINE OF LEDGE ROAD IN A SQUARE
CE2041 IRON ROAD BOX..
CE2041
CE2041
CE2041 NORTH EAST
CE2041 GEOGRAPHIC- 41-20-08.127 81-30-41.821
CE2041 SPC OH N - N-609560.36 E-2271426.35
CE2041 CRGS LOCAL - N-29836.04 E-136237.53
CE2041 DATE SET 05/13/71
CE2041
|
|
|
|
|
|
|
|
|
|
|
|
2239981.25
|
609558.5625
|
0101000020960E0000CE445664EC1641414957BD196F9A2241
|
true
|
2012-08-31 04:24:00 -0400
|
false
|
41.33564722222222222222
|
-81.51146388888888888889
|
-81.5114638888889
|
41.3356472222221
|
2239960.78388271
|
609591.550272682
|
682741.412410276
|
185803.876130849
|
277
|
277
|
OM 1653
|
CE2042
|
OH
|
Summit
|
|
CRGS
|
1971-05-13 00:00:00 -0400
|
DISK IN CONCRETE
|
OM 1653
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
7.74
|
N
|
81
|
30
|
31.85
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1013.222
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-25
THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF
LEDGE AND BEDFORD ROADS 717.0' EAST OF OM 1652 76.40'
SOUTHEST OF N&V IN POLE #9 E-41 69.75' SOUTHWEST OF N&V
IN POLE #NF-189 40.50' WEST OF THE WEST RANGE LINE OF
HOUSE #615 LEDGE ROAD 33.52' NORTHWEST OF THE NORTHEAST
CORNER OF A YELLOW BRICK WALL 33.67' NORTHWEST OF THE
SOUTHWEST CORNER OF A YELLOW BRICK WALL 12.25' SOUTHWEST
OF THE SOUTHWEST CORNER OF A WATER BOX 24.5' SOUTHWEST
OF THE SOUTHWEST CORNER OF A CONCRETE BASE OF A MAIL BOX
26.85' SOUTH OF THE CENTERLINE OF LEDGE ROAD 29.10' EAST
OF THE CENTERLINE OF BEDFORD ROAD AND 5.0' NORTHEAST
OF AN WOOD ROAD SIDE POLE MARKED (LEDGE N. BEDFORD ROAD)
IN A ROUND IRON BOX.
NORTH EAST
GEOGRAPHIC- 41-20-07.596 81-30-32.420
SPC OH N - N-609514.77 E-2272144.06
CRGS LOCAL - N-29784.19 E-136954.88
DATE SET 05/14/71
|
2021-11-09 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2042 *********************************************************************
CE2042 DESIGNATION - OM 1653
CE2042 PID - CE2042
CE2042 STATE/COUNTY- OH/SUMMIT
CE2042
CE2042 HORZ DATUM - NAD 83(1986)
CE2042 VERT DATUM - NGVD 29
CE2042
CE2042 POSITION - 41 20 07.74 (N) 081 30 31.85 (W) SCALED
CE2042 83 MINUS 27 -
CE2042
CE2042 HEIGHT - (meters) 1013.222 (feet) ADJUST
CE2042 88 MINUS 29 -
CE2042 **********************************************************************
CE2042
CE2042 VERT ORDER - THIRD
CE2042
CE2042 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2042 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2042 SURVEY (CRGS).
CE2042
CE2042_STATION MARK IS A SURVEY DISK
CE2042_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2042_THE MARK IS STAMPED OM 1653
CE2042_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2042+STABILITY: SURFACE MOTION
CE2042+SATELLITE:
CE2042+SATELLITE:
CE2042
CE2042 HISTORY - YEAR CONDITION RECOV. BY
CE2042 HISTORY COSE
CE2042 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2042 STATION DESCRIPTION
CE2042
CE2042 DESCRIBED BY COSE ALSO KNOWN AS NF-25
CE2042 THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF
CE2042 LEDGE AND BEDFORD ROADS 717.0' EAST OF OM 1652 76.40'
CE2042 SOUTHEST OF N&V IN POLE #9 E-41 69.75' SOUTHWEST OF N&V
CE2042 IN POLE #NF-189 40.50' WEST OF THE WEST RANGE LINE OF
CE2042 HOUSE #615 LEDGE ROAD 33.52' NORTHWEST OF THE NORTHEAST
CE2042 CORNER OF A YELLOW BRICK WALL 33.67' NORTHWEST OF THE
CE2042 SOUTHWEST CORNER OF A YELLOW BRICK WALL 12.25' SOUTHWEST
CE2042 OF THE SOUTHWEST CORNER OF A WATER BOX 24.5' SOUTHWEST
CE2042 OF THE SOUTHWEST CORNER OF A CONCRETE BASE OF A MAIL BOX
CE2042 26.85' SOUTH OF THE CENTERLINE OF LEDGE ROAD 29.10' EAST
CE2042 OF THE CENTERLINE OF BEDFORD ROAD AND 5.0' NORTHEAST
CE2042 OF AN IRON ROAD SIDE POLE MARKED (LEDGE N. BEDFORD ROAD)
CE2042 IN A ROUND IRON BOX.
CE2042
CE2042 NORTH EAST
CE2042 GEOGRAPHIC- 41-20-07.596 81-30-32.420
CE2042 SPC OH N - N-609514.77 E-2272144.06
CE2042 CRGS LOCAL - N-29784.19 E-136954.88
CE2042 DATE SET 05/14/71
CE2042
|
|
|
|
|
|
|
|
|
|
|
|
2240745.0
|
609465.75
|
0101000020960E00003536E8FE53184141B59F01FE079A2241
|
true
|
2013-08-09 03:38:00 -0400
|
false
|
41.33548333333333333333
|
-81.50884722222222222222
|
-81.5088472222222
|
41.3354833333332
|
2240679.99146154
|
609539.996106139
|
682960.627318732
|
185788.162389458
|
278
|
278
|
OM 1654
|
CE2043
|
OH
|
Summit
|
|
CRGS
|
1971-05-13 00:00:00 -0400
|
DISK IN CONCRETE
|
OM 1654
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY-2006 GOOD SCEHISTORY-2013 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
12.6
|
N
|
81
|
30
|
32.38
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1018.153
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-26
THE STATION IS LOCATED IN THE WEST BERM OF BEDFORD ROAD 494.0' NORTH OF OM 1653 SET ON THE CENTERLINE OF OAKVIEW ROAD APPROXIMATELY 500.0' NORTH OF THE CENTERLINE OF LEDGE ROAD 11.98' SOUTHEAST OF N&V IN POLE #4 E-57 63.0' SOUTH OF THE SOUTH RANGE LINE OF HOUSE #9307 65.0' SOUTHWEST OF THE TOP OF A HYDRANT 61.90' NORTH OF THE NORTH RANGE LINE OF A GARAGE FOR HOUSE #9291 62.76' NORTHWEST OF N&V IN POLE #NF-783 1.40' WEST OF THE WEST EDGE OF PAVEMENT 11.35' WEST OF THE CENTERLINE OF BEDFORD ROAD AND 31.45' NORTHWEST OF THE CENTER OF A SEWER MANHOLE IN A SQUARE IRON ROAD BOX.
GEOGRAPHIC- 41-20-12.463 81-30-32.981
SPC OH N - N-610006.83 E-2272095.67
CRGS LOCAL - N-30276.70 E-136910.79
DATE SET 05/14/71
|
2021-11-09 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2043 *********************************************************************
CE2043 DESIGNATION - OM 1654
CE2043 PID - CE2043
CE2043 STATE/COUNTY- OH/SUMMIT
CE2043
CE2043 HORZ DATUM - NAD 83(1986)
CE2043 VERT DATUM - NGVD 29
CE2043
CE2043 POSITION - 41 20 12.60 (N) 081 30 32.38 (W) SCALED
CE2043 83 MINUS 27 -
CE2043
CE2043 HEIGHT - (meters) 1018.153 (feet) ADJUST
CE2043 88 MINUS 29 -
CE2043 **********************************************************************
CE2043
CE2043 VERT ORDER - THIRD
CE2043
CE2043 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2043 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2043 SURVEY (CRGS).
CE2043
CE2043_STATION MARK IS A SURVEY DISK
CE2043_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2043_THE MARK IS STAMPED OM 1654
CE2043_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2043+STABILITY: SURFACE MOTION
CE2043+SATELLITE:
CE2043+SATELLITE:
CE2043
CE2043 HISTORY - YEAR CONDITION RECOV. BY
CE2043 HISTORY
CE2043 STATION DESCRIPTION
CE2043
CE2043 DESCRIBED BY COSE ALSO KNOWN AS NF-26
CE2043 THE STATION IS LOCATED IN THE WEST BERM OF BEDFORD
CE2043 ROAD 494.0' NORTH OF OM 1653 SET ON THE CENTERLINE OF
CE2043 OAKVIEW ROAD APPROXIMATELY 500.0' NORTH OF THE
CE2043 CENTERLINE OF LEDGE ROAD 11.98' SOUTHEAST OF N&V IN
CE2043 POLE #4 E-57 63.0' SOUTH OF THE SOUTH RANGE LINE OF HOUSE
CE2043 #9307 65.0' SOUTHWEST OF THE TOP OF A HYDRANT 61.90' NORTH
CE2043 OF THE NORTH RANGE LINE OF A GARAGE FOR HOUSE #9291 62.76'
CE2043NORTHWEST OF N&V IN POLE #NF-783 1.40' WEST OF THE WEST
CE2043 EDGE OF PAVEMENT 11.35' WEST OF THE CENTERLINE OF
CE2043 BEDFORD ROAD AND 31.45' NORTHWEST OF THE CENTER OF
CE2043 A SEWER MANHOLE IN A SQUARE IRON ROAD BOX.
CE2043
CE2043
CE2043 NORTH EAST
CE2043 GEOGRAPHIC- 41-20-12.463 81-30-32.981
CE2043 SPC OH N - N-610006.83 E-2272095.67
CE2043 CRGS LOCAL - N-30276.70 E-136910.79
CE2043 DATE SET 05/14/71
CE2043
|
|
|
|
|
|
|
|
|
|
|
|
2240663.75
|
609970.8125
|
0101000020960E0000C389E0FC3C184141E0E9FBC2DE9D2241
|
true
|
2013-08-09 10:26:00 -0400
|
false
|
41.33683333333333333333
|
-81.50899444444444444444
|
-81.5089944444444
|
41.3368333333332
|
2240633.97560236
|
610031.380828198
|
682946.601656802
|
185937.936752291
|
279
|
279
|
OM 1655
|
CE2044
|
OH
|
Summit
|
|
CRGS
|
1971-05-13 00:00:00 -0400
|
DISK IN CONCRETE
|
OM 1655
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2020 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
26.02
|
N
|
81
|
30
|
32.5
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1032.174
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-27
THE STATION IS LOCATED IN THE WEST BERM OF BEDFORD
ROAD APPROXIMATELY 1900.0' NORTH OF LEDGE ROAD
APPROXIMATELY 350.0' NORTH OF CENTERLINE OF MAPLEVIEW
29.0' NORTH OF THE SOUTH RANGE LINE OF HOUSE #9435 8.30'
SOUTH OF THE NORTH RANGE LINE OF THE SAME HOUSE 9.20'
SOUTHEAST OF N&V IN POLE 63.43' SOUTHWEST OF N&V IN
POLE #NF-793 25.80' SOUTH OF THE SOUTH RANGE LINE OF
HOUSE #9441 1.80' WEST OF THE WEST EDGE OF PAVEMENT
12.0' WEST OF THE CENTERLINE OF BEDFORD ROAD AND 18.4'
NORTHEAST OF THE TOP OF A HYDRANT IN A SQUARE IRON
ROAD BOX.
NORTH EAST
GEOGRAPHIC- 41-20-26.294 81-30-33.079
SPC OH N - N-611406.45 E-2272072.30
CRGS LOCAL - N-31676.59 E-136899.73
DATE SET 05/14/71
|
2020-01-21 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2044 *********************************************************************
CE2044 DESIGNATION - OM 1655
CE2044 PID - CE2044
CE2044 STATE/COUNTY- OH/SUMMIT
CE2044
CE2044 HORZ DATUM - NAD 83(1986)
CE2044 VERT DATUM - NGVD 29
CE2044
CE2044 POSITION - 41 20 26.02 (N) 081 30 32.50 (W) SCALED
CE2044 83 MINUS 27 -
CE2044
CE2044 HEIGHT - (meters) 1032.174 (feet) ADJUST
CE2044 88 MINUS 29 -
CE2044 **********************************************************************
CE2044
CE2044 VERT ORDER - THIRD
CE2044
CE2044 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2044 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2044 SURVEY (CRGS).
CE2044
CE2044_STATION MARK IS A SURVEY DISK
CE2044_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2044_THE MARK IS STAMPED OM 1655
CE2044_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2044+STABILITY: SURFACE MOTION
CE2044+SATELLITE:
CE2044+SATELLITE:
CE2044
CE2044 HISTORY - YEAR CONDITION RECOV. BY
CE2044 HISTORY COSE
CE2044 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2044 STATION DESCRIPTION
CE2044
CE2044 DESCRIBED BY COSE ALSO KNOWN AS NF-27
CE2044 THE STATION IS LOCATED IN THE WEST BERM OF BEDFORD
CE2044 ROAD APPROXIMATELY 1900.0' NORTH OF LEDGE ROAD
CE2044 APPROXIMATELY 350.0' NORTH OF CENTERLINE OF MAPLEVIEW
CE2044 29.0' NORTH OF THE SOUTH RANGE LINE OF HOUSE #9435 8.30'
CE2044 SOUTH OF THE NORTH RANGE LINE OF THE SAME HOUSE 9.20'
CE2044 SOUTHEAST OF N&V IN POLE 63.43' SOUTHWEST OF N&V IN
CE2044 POLE #NF-793 25.80' SOUTH OF THE SOUTH RANGE LINE OF
CE2044 HOUSE #9441 1.80' WEST OF THE WEST EDGE OF PAVEMENT
CE2044 12.0' WEST OF THE CENTERLINE OF BEDFORD ROAD AND 18.4'
CE2044 NORTHEAST OF THE TOP OF A HYDRANT IN A SQUARE IRON
CE2044 ROAD BOX.
CE2044
CE2044
CE2044 NORTH EAST
CE2044 GEOGRAPHIC- 41-20-26.294 81-30-33.079
CE2044 SPC OH N - N-611406.45 E-2272072.30
CE2044 CRGS LOCAL - N-31676.59 E-136899.73
CE2044 DATE SET 05/14/71
CE2044
|
|
|
|
|
|
|
|
|
|
|
|
2240647.75
|
611388.375
|
0101000020960E0000F12AEFB130184141592C99D47AA82241
|
true
|
2013-08-09 03:39:00 -0400
|
false
|
41.34056111111111111111
|
-81.50902777777777777778
|
-81.5090277777778
|
41.340561111111
|
2240609.39011132
|
611389.415231119
|
682939.107984146
|
186351.866466161
|
280
|
280
|
OM 1657
|
CE2045
|
OH
|
Summit
|
|
CRGS
|
1971-05-17 00:00:00 -0400
|
DISK IN CONCRETE
|
OM 1657
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
49.49
|
N
|
81
|
30
|
32.73
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1039.343
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-28
THE STATION IS LOCATED ON THE SOUTH RANGE OF HOUSE
#9661 BEDFORD ROAD APPROX. 750.0' SOUTH OF THE FACE OF
I-271 BRIDGE OVER MACEDONIA 19.98' NORTHEAST OF N&V
IN POLE #4E-78 42.83' NORTHWEST OF N&V IN POLE #128 E-1
46.55' SOUTHWEST OF THE LIGHT POLE OF THE SAME HOUSE
4.50' SOUTH OF THE CENTERLINE OF A SLAG DRIVE FOR THAT
HOUSE 47.0' NORTH OF THE NORTH RANGE LINE OF HOUSE
RANGE LINE OF HOUSE #9662 68.30' SOUTH OF THE NORTH
#9661 2.80' WEST OF THE WEST EDGE OF PAVEMENT AND
12.55' WEST OF THE CENTERLINE OF BEDFORD ROAD IN A
SQUARE IRON ROAD BOX.
NORTH EAST
GEOGRAPHIC- 41-20-47.703 81-30-33.235
SPC OH N - N-613572.94 E-2272035.78
CRGS LOCAL - N-33843.48 E-136882.15
DATE SET 05/18/71
|
2021-11-10 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2045 *********************************************************************
CE2045 DESIGNATION - OM 1657
CE2045 PID - CE2045
CE2045 STATE/COUNTY- OH/SUMMIT
CE2045
CE2045 HORZ DATUM - NAD 83(1986)
CE2045 VERT DATUM - NGVD 29
CE2045
CE2045 POSITION - 41 20 49.49 (N) 081 30 32.73 (W) SCALED
CE2045 83 MINUS 27 -
CE2045
CE2045 HEIGHT - (meters) 1039.343 (feet) ADJUST
CE2045 88 MINUS 29 -
CE2045 **********************************************************************
CE2045
CE2045 VERT ORDER - THIRD
CE2045
CE2045 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2045 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2045 SURVEY (CRGS).
CE2045
CE2045_STATION MARK IS A SURVEY DISK
CE2045_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2045_THE MARK IS STAMPED OM 1657
CE2045_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2045+STABILITY: SURFACE MOTION
CE2045+SATELLITE:
CE2045+SATELLITE:
CE2045
CE2045 HISTORY - YEAR CONDITION RECOV. BY
CE2045 HISTORY COSE
CE2045 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
CE2045 STATION DESCRIPTION
CE2045
CE2045 DESCRIBED BY COSE ALSO KNOWN AS NF-28
CE2045 THE STATION IS LOCATED ON THE SOUTH RANGE OF HOUSE
CE2045 #9661 BEDFORD ROAD APPROX. 750.0' SOUTH OF THE FACE OF
CE2045 I-271 BRIDGE OVER MACEDONIA 19.98' NORTHEAST OF N&V
CE2045 IN POLE #4E-78 42.83' NORTHWEST OF N&V IN POLE #128 E-1
CE2045 46.55' SOUTHWEST OF THE LIGHT POLE OF THE SAME HOUSE
CE2045 4.50' SOUTH OF THE CENTERLINE OF A SLAG DRIVE FOR THAT
CE2045 HOUSE 47.0' NORTH OF THE NORTH RANGE LINE OF HOUSE
CE2045 RANGE LINE OF HOUSE #9662 68.30' SOUTH OF THE NORTH
CE2045 #9661 2.80' WEST OF THE WEST EDGE OF PAVEMENT AND
CE2045 12.55' WEST OF THE CENTERLINE OF BEDFORD ROAD IN A
CE2045 SQUARE IRON ROAD BOX.
CE2045
CE2045
CE2045 NORTH EAST
CE2045 GEOGRAPHIC- 41-20-47.703 81-30-33.235
CE2045 SPC OH N - N-613572.94 E-2272035.78
CE2045 CRGS LOCAL - N-33843.48 E-136882.15
CE2045 DATE SET 05/18/71
CE2045
|
|
|
|
|
|
|
|
|
|
|
|
2240621.25
|
613714.9375
|
0101000020960E00002D7B126E1A184141EA37F0E208BB2241
|
true
|
2013-11-22 09:49:00 -0500
|
false
|
41.34708055555555555555
|
-81.50909166666666666667
|
-81.5090916666667
|
41.3470805555554
|
2240564.859939
|
613764.443238971
|
682925.535160477
|
187075.776450773
|
281
|
281
|
OM X-180
|
CE2046
|
OH
|
Summit
|
|
CRGS
|
1951-07-12 00:00:00 -0400
|
DISK IN CONCRETE
|
OM X-180
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY- 2006 SCEHISTORY- 2013 SCE - 2020 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
55.64
|
N
|
81
|
30
|
32.68
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1046.094
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-30
THE STATION IS LOCATED IN THE WEST TREELAWN OF MACEDONIA-BEDFORD ROAD 42.20' WEST OF THE CENTERLINE OF MACEDONIA-BEDFORD ROAD 20.81' SOUTHWEST OF N&V IN POLE #NF-4934 28.90' SOUTH OF THE SOUTH RANGE LINE OF HOUSE #9740 MACEDONIA-BEDFORD ROAD 15.50' NORTH OF A SLAG DRIVE FOR THE SAME HOUSE 46.60' NORTHEAST OF N&V IN POLE #NF-473 4 E-83 11.50' WEST OF THE NORTH END OF A 15" COOREGATED STEEL PIPE 148.0' SOUTH OF THE SOUTH FACE OF I-271 BRIDGE OVER MACEDONIA-BEDFORD ROAD IN A ROUND IRON BOX.
GEOGRAPHIC- 41-20-55.471 81-30-33.231
SPC OH N - N-614359.07 E-2272027.16
CRGS LOCAL - N-34629.72 E-136880.44
DATE SET 07/13/51
|
2020-01-23 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2046 *********************************************************************
CE2046 DESIGNATION - OM X-180
CE2046 PID - CE2046
CE2046 STATE/COUNTY- OH/SUMMIT
CE2046
CE2046 HORZ DATUM - NAD 83(1986)
CE2046 VERT DATUM - NGVD 29
CE2046
CE2046 POSITION - 41 20 55.64 (N) 081 30 32.68 (W) SCALED
CE2046 83 MINUS 27 -
CE2046
CE2046 HEIGHT - (meters) 1046.094 (feet) ADJUST
CE2046 88 MINUS 29 -
CE2046 **********************************************************************
CE2046
CE2046 VERT ORDER - THIRD
CE2046
CE2046 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2046 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2046 SURVEY (CRGS).
CE2046
CE2046_STATION MARK IS A SURVEY DISK
CE2046_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2046_THE MARK IS STAMPED OM X-180
CE2046_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2046+STABILITY: SURFACE MOTION
CE2046+SATELLITE:
CE2046+SATELLITE:
CE2046
CE2046 HISTORY - YEAR CONDITION RECOV. BY
CE2046 HISTORY COSE
CE2046 STATION DESCRIPTION
CE2046
CE2046 DESCRIBED BY COSE ALSO KNOWN AS NF-30
CE2046 THE STATION IS LOCATED IN THE WEST TREELAWN OF
CE2046 MACEDONIA-BEDFORD ROAD 42.20' WEST OF THE CENTERLINE
CE2046 OF MACEDONIA-BEDFORD ROAD 20.81' SOUTHWEST OF N&V
CE2046 IN POLE #NF-4934 28.90' SOUTH OF THE SOUTH RANGE LINE
CE2046 OF HOUSE #9740 MACEDONIA-BEDFORD ROAD 15.50' NORTH
CE2046 OF A SLAG DRIVE FOR THE SAME HOUSE 46.60' NORTHEAST
CE2046 OF N&V IN POLE #NF-473 4 E-83 11.50' WEST OF THE NORTH
CE2046 END OF A 15" COOREGATED STEEL PIPE 148.0' SOUTH OF
CE2046 THE SOUTH FACE OF I-271 BRIDGE OVER MACEDONIA-
CE2046 BEDFORD ROAD IN A ROUND IRON BOX..
CE2046
CE2046 NORTH EAST
CE2046 GEOGRAPHIC- 41-20-55.471 81-30-33.231
CE2046 SPC OH N - N-614359.07 E-2272027.16
CE2046 CRGS LOCAL - N-34629.72 E-136880.44
CE2046 DATE SET 07/13/51
CE2046
|
|
|
|
|
|
|
|
|
|
|
|
2240614.5
|
614322.25
|
0101000020960E0000ED09F5CC18184141646E84C4E5BF2241
|
true
|
2013-08-09 10:27:00 -0400
|
false
|
41.34878888888888888889
|
-81.50907777777777777778
|
-81.5090777777778
|
41.3487888888888
|
2240561.60122799
|
614386.88382287
|
682924.541903375
|
187265.496720188
|
282
|
282
|
OM X-954
|
CE2047
|
OH
|
Summit
|
|
CRGS
|
1956-09-19 20:00:00 -0400
|
DISK IN CONCRETE
|
OM X-954
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BY
HISTORY COSE
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 UNABLE TO LOCATE COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
9.4
|
N
|
81
|
31
|
52.07
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1034.395
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED IN THE WEST TREELAWN OF
NORTHFIELD ROAD 28.0' WEST OF THE CENTERLINE OF
NORTHFIED ROAD 15.0' NORTH OF THE CENTERLINE OF
LEDGE ROAD 28.0' NOERTHEAST OF N&V IN POLE #64
27.95' NORTH OF THE NORTH EDGE OF C.B. ON THE WEST
CURB LINE AND 3.0' WEST OF THE WEST CURB IN A ROUND
IRON BOX.
RECOVERY NOTE 2013 SCE-THERE IS A NEW ROAD AT THIS LOCATION. MONUMENT IS ASSUMED DESTROYED.
NORTH EAST
GEOGRAPHIC- 41-20-09.187 81-31-52.667
SPC OH N - N-609607.00 E-2266021.08
CRGS LOCAL - N-29930.01 E-130832.39
DATE SET 09/20/56
|
2013-11-21 19:00:00 -0500
|
SCE
|
Unable to Locate
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2047 *********************************************************************
CE2047 DESIGNATION - OM X-954
CE2047 PID - CE2047
CE2047 STATE/COUNTY- OH/SUMMIT
CE2047
CE2047 HORZ DATUM - NAD 83(1986)
CE2047 VERT DATUM - NGVD 29
CE2047
CE2047 POSITION - 41 20 09.40 (N) 081 31 52.07 (W) SCALED
CE2047 83 MINUS 27 -
CE2047
CE2047 HEIGHT - (meters) 1034.395 (feet) ADJUST
CE2047 88 MINUS 29 -
CE2047 **********************************************************************
CE2047
CE2047 VERT ORDER - THIRD
CE2047
CE2047 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2047 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2047 SURVEY (CRGS).
CE2047
CE2047_STATION MARK IS A SURVEY DISK
CE2047_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2047_THE MARK IS STAMPED OM X-954
CE2047_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2047+STABILITY: SURFACE MOTION
CE2047+SATELLITE:
CE2047+SATELLITE:
CE2047
CE2047 HISTORY - YEAR CONDITION RECOV. BY
CE2047 HISTORY COSE
CE2047 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2047 STATION DESCRIPTION
CE2047
CE2047 DESCRIBED BY COSE
CE2047 THE STATION IS LOCATED IN THE WEST TREELAWN OF
CE2047 NORTHFIELD ROAD 28.0' WEST OF THE CENTERLINE OF
CE2047 NORTHFIED ROAD 15.0' NORTH OF THE CENTERLINE OF
CE2047 LEDGE ROAD 28.0' NOERTHEAST OF N&V IN POLE #64
CE2047 27.95' NORTH OF THE NORTH EDGE OF C.B. ON THE WEST
CE2047 CURB LINE AND 3.0' WEST OF THE WEST CURB IN A ROUND
CE2047 IRON BOX..
CE2047
CE2047 NORTH EAST
CE2047 GEOGRAPHIC- 41-20-09.187 81-31-52.667
CE2047 SPC OH N - N-609607.00 E-2266021.08
CE2047 CRGS LOCAL - N-29930.01 E-130832.39
CE2047 DATE SET 09/20/56
CE2047
|
|
|
|
|
|
|
|
|
|
|
|
2234564.5
|
609599.25
|
0101000020960E0000005504955F0C414192BA1177CE9A2241
|
true
|
2013-11-22 09:54:00 -0500
|
false
|
41.33594444444444444444
|
-81.53113055555555555556
|
-81.5311305555555
|
41.3359444444443
|
2234559.1641947
|
609639.232557135
|
681094.995436536
|
185818.409720218
|
283
|
283
|
OM 878
|
CE2048
|
OH
|
Summit
|
|
CRGS
|
1939-10-01 00:00:00 -0500
|
DISK IN CONCRETE
|
OM 878
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
19
|
34.74
|
N
|
81
|
32
|
10.91
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
992.925
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED IN THE NORTHEAST CORNER OF
VALLEY VIEW AND OLDE ROUTE 8 25.0' NORTH OF THE
CENTERLINE OF VALLEY VIEW ROAD 48.30' EAST OF THE
CENTERLINE OF OLDE ROUTE 8 67.64' SOUTHEAST OF "X"
CUT IN THE SOUTH END OF A C.B. FLANGE ON THE EAST
SIDE OF THE ROAD 21.2' SOUTHEAST OF N&V POLE #NF-1398
ON THE NORTHEAST CORNER 12.9' EAST OF THE GEODETIC
SIGN AND 13.0' EAST OF THE WATER BOX IN A ROUND
IRON BOX.
NORTH EAST
GEOGRAPHIC- 41-19-34.539 81-32-11.480
SPC OH N - N-606084.69 E-2264624.78
CRGS LOCAL - N-26419.78 E-129405.15
|
2021-07-19 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2048 *********************************************************************
CE2048 DESIGNATION - OM 878
CE2048 PID - CE2048
CE2048 STATE/COUNTY- OH/SUMMIT
CE2048
CE2048 HORZ DATUM - NAD 83(1986)
CE2048 VERT DATUM - NGVD 29
CE2048
CE2048 POSITION - 41 19 34.74 (N) 081 32 10.91 (W) SCALED
CE2048 83 MINUS 27 -
CE2048
CE2048 HEIGHT - (meters) 992.925 (feet) ADJUST
CE2048 88 MINUS 29 -
CE2048 **********************************************************************
CE2048
CE2048 VERT ORDER - THIRD
CE2048
CE2048 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2048 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2048 SURVEY (CRGS).
CE2048
CE2048_STATION MARK IS A SURVEY DISK
CE2048_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2048_THE MARK IS STAMPED OM 878
CE2048_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2048+STABILITY: SURFACE MOTION
CE2048+SATELLITE:
CE2048+SATELLITE:
CE2048
CE2048 HISTORY - YEAR CONDITION RECOV. BY
CE2048 HISTORY COSE
CE2048 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2048 STATION DESCRIPTION
CE2048
CE2048 DESCRIBED BY COSE
CE2048 THE STATION IS LOCATED IN THE NORTHEAST CORNER OF
CE2048 VALLEY VIEW AND OLDE ROUTE 8 25.0' NORTH OF THE
CE2048 CENTERLINE OF VALLEY VIEW ROAD 48.30' EAST OF THE
CE2048 CENTERLINE OF OLDE ROUTE 8 67.64' SOUTHEAST OF "X"
CE2048 CUT IN THE SOUTH END OF A C.B. FLANGE ON THE EAST
CE2048 SIDE OF THE ROAD 21.2' SOUTHEAST OF N&V POLE #NF-1398
CE2048 ON THE NORTHEAST CORNER 12.9' EAST OF THE GEODETIC
CE2048 SIGN AND 13.0' EAST OF THE WATER BOX IN A ROUND
CE2048 IRON BOX.
CE2048
CE2048 NORTH EAST
CE2048 GEOGRAPHIC- 41-19-34.539 81-32-11.480
CE2048 SPC OH N - N-606084.69 E-2264624.78
CE2048 CRGS LOCAL - N-26419.78 E-129405.15
CE2048 DATE SET 10/02/39
CE2048
|
|
|
|
|
|
|
|
|
|
|
|
2233231.5
|
606041.4375
|
0101000020960E00001B56E56EA4094141B2B0AA3F477F2241
|
true
|
2013-01-22 02:10:00 -0500
|
false
|
41.32631666666666666667
|
-81.53636388888888888889
|
-81.5363638888889
|
41.3263166666665
|
2233160.86637379
|
606115.624349138
|
680668.793408318
|
184744.411790425
|
284
|
284
|
OM 1167
|
CE2049
|
OH
|
Summit
|
|
CRGS
|
1940-06-17 00:00:00 -0400
|
DISK IN CONCRETE
|
OM 1167
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREW-2017 COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
21
|
2.99
|
N
|
81
|
33
|
42.14
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
918.028
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF
ASPHALT TURNABOUT OF SAGAMORE AND DUNHAM ROADS
9.0' SOUTH OF THE CENTERLINE OF SAGAMORE ROAD 20.70'
WEST OF THE CENTERLINE OF DUNHAM ROAD 70.70' EAST
OF THE EAST RANGE LINE OF HOUSE #16333 SAGAMORE ROAD
33.70' SOUTH OF N&V IN POLE #43 E-1 BF-474 22.60' SOUTHWEST
OF THE SOUTHWEST CORNER OF A WATER VALVE 27.30'
NORTHWEST OF THE NORTHWEST CORNER OF A WATER
VALVE AND 66.10' SOUTH OF THE TOP OF A HYDRANT
IN A SQUARE IRON ROAD BOX.
NORTH EAST
GEOGRAPHIC- 41-21-02.811 81-33-42.723
SPC OH N - N-614942.08 E-2257567.73
CRGS LOCAL - N-35339.43 E-122425.42
DATE SET 06/18/40
IRON PIN IN MON. BOX AT CL.-CL. INT. OF SAGAMORE/DUNHAM RDS
AT COUNTY LINE BEARS N 71-30-10 E 25.93 FT. OF OM 1167
OBSERVED 5-25-60 CRGS LOCAL- N-35347.66 E-122450.01
MON HAS BEEN PAVED OVER.
|
2017-09-16 00:00:00 -0400
|
SCE
|
PAVED OVER
|
Fair
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2049 *********************************************************************
CE2049 DESIGNATION - OM 1167
CE2049 PID - CE2049
CE2049 STATE/COUNTY- OH/SUMMIT
CE2049
CE2049 HORZ DATUM - NAD 83(1986)
CE2049 VERT DATUM - NGVD 29
CE2049
CE2049 POSITION - 41 21 02.99 (N) 081 33 42.14 (W) SCALED
CE2049 83 MINUS 27 -
CE2049
CE2049 HEIGHT - (meters) 918.028 (feet) ADJUST
CE2049 88 MINUS 29 -
CE2049 **********************************************************************
CE2049
CE2049 VERT ORDER - THIRD
CE2049
CE2049 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2049 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2049 SURVEY (CRGS).
CE2049
CE2049_STATION MARK IS A SURVEY DISK
CE2049_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2049_THE MARK IS STAMPED OM 1167
CE2049_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2049+STABILITY: SURFACE MOTION
CE2049+SATELLITE:
CE2049+SATELLITE:
CE2049
CE2049 HISTORY - YEAR CONDITION RECOV. BY
CE2049 HISTORY COSE
CE2049 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2049 STATION DESCRIPTION
CE2049
CE2049 DESCRIBED BY COSE
CE2049 THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF
CE2049 ASPHALT TURNABOUT OF SAGAMORE AND DUNHAM ROADS
CE2049 9.0' SOUTH OF THE CENTERLINE OF SAGAMORE ROAD 20.70'
CE2049 WEST OF THE CENTERLINE OF DUNHAM ROAD 70.70' EAST
CE2049 OF THE EAST RANGE LINE OF HOUSE #16333 SAGAMORE ROAD
CE2049 33.70' SOUTH OF N&V IN POLE #43 E-1 BF-474 22.60' SOUTHWEST
CE2049 OF THE SOUTHWEST CORNER OF A WATER VALVE 27.30'
CE2049 NORTHWEST OF THE NORTHWEST CORNER OF A WATER
CE2049 VALVE AND 66.10' SOUTH OF THE TOP OF A HYDRANT
CE2049 IN A SQUARE IRON ROAD BOX.
CE2049
CE2049 NORTH EAST
CE2049 GEOGRAPHIC- 41-21-02.811 81-33-42.723
CE2049 SPC OH N - N-614942.08 E-2257567.73
CE2049 CRGS LOCAL - N-35339.43 E-122425.42
CE2049 DATE SET 06/18/40
CE2049
CE2049 IRON PIN IN MON. BOX AT CL.-CL. INT. OF SAGAMORE/DUNHAM RDS
CE2049 AT COUNTY LINE BEARS N 71-30-10 E 25.93 FT. OF OM 1167
CE2049 OBSERVED 5-25-60 CRGS LOCAL- N-35347.66 E-122450.01
CE2049
|
|
|
|
|
|
|
|
|
|
|
|
2226116.25
|
614870.8125
|
0101000020960E000094ACF980DCFB4041DCA7E5D675C42241
|
true
|
2005-03-23 08:02:00 -0500
|
false
|
41.35083055555555555556
|
-81.56170555555555555556
|
-81.5617055555556
|
41.3508305555554
|
2226105.00761945
|
614970.919720884
|
678518.163358734
|
187443.511217931
|
285
|
285
|
OM 128
|
CE2050
|
OH
|
Summit
|
|
CRGS
|
1938-11-03 00:00:00 -0500
|
DISK IN CONCRETE
|
OM 128
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
21
|
2.29
|
N
|
81
|
32
|
46.01
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
936.785
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED IN THE BERM (NOW UNDER EDGE OF THE PAVEMENT)
ON THE SOUTHWEST
CORNER OF SAGAMORE AND WALTON ROADS 21.50' SOUTH
OF THE CENTERLINE OF SAGAMORE ROAD 22.50' WEST OF
OF THE CENTERLINE OF WALTON ROAD 31.85' SOUTHWEST
OF AN IRON PIPE IN THE ASHPALT PAVEMENT AT THE
CENTERLINE OF THE INTERSECTION OF SAGAMORE AND
AND WALTON ROADS 25.47' NORTH OF N&V IN POLE
#NF-2626 40E-16 AND 39.60' NORTH OF THE NORTH RANGE
LINE OF HOUSE #550 SAGAMORE ROAD IN A ROUND IRON BOX.
NORTH EAST
GEOGRAPHIC- 41-21-02.106 81-32-46.554
SPC OH N - N-614917.19 E-2261852.07
CRGS LOCAL - N-35277.04 E-126709.68
DATE SET 11/04/38
IRON PIPE IN MON. BOX AT CL-CL INT. OF SAGAMORE/WALTON RDS.
ON COUNTY LINE BEARS N 47-36-38 E 31.87 FT. OF OM128
OBSERVED 5-25-60 CRGS LOCAL- N-35298.53 E-126733.22
|
2018-04-26 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2050 *********************************************************************
CE2050 DESIGNATION - OM 128
CE2050 PID - CE2050
CE2050 STATE/COUNTY- OH/SUMMIT
CE2050
CE2050 HORZ DATUM - NAD 83(1986)
CE2050 VERT DATUM - NGVD 29
CE2050
CE2050 POSITION - 41 21 02.29 (N) 081 32 46.01 (W) SCALED
CE2050 83 MINUS 27 -
CE2050
CE2050 HEIGHT - (meters) 936.785 (feet) ADJUST
CE2050 88 MINUS 29 -
CE2050 **********************************************************************
CE2050
CE2050 VERT ORDER - THIRD
CE2050
CE2050 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2050 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2050 SURVEY (CRGS).
CE2050
CE2050_STATION MARK IS A SURVEY DISK
CE2050_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2050_THE MARK IS STAMPED OM 128
CE2050_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2050+STABILITY: SURFACE MOTION
CE2050+SATELLITE:
CE2050+SATELLITE:
CE2050
CE2050 HISTORY - YEAR CONDITION RECOV. BY
CE2050 HISTORY COSE
CE2050 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2050 STATION DESCRIPTION
CE2050
CE2050 DESCRIBED BY COSE
CE2050 THE STATION IS LOCATED IN THE BERM ON THE SOUTHWEST
CE2050 CORNER OF SAGAMORE AND WALTON ROADS 21.50' SOUTH
CE2050 OF THE CENTERLINE OF SAGAMORE ROAD 22.50' WEST OF
CE2050 OF THE CENTERLINE OF WALTON ROAD 31.85' SOUTHWEST
CE2050 OF AN IRON PIPE IN THE ASHPALT PAVEMENT AT THE
CE2050 CENTERLINE OF THE INTERSECTION OF SAGAMORE AND
CE2050 AND WALTON ROADS 25.47' NORTH OF N&V IN POLE
CE2050 #NF-2626 40E-16 AND 39.60' NORTH OF THE NORTH RANGE
CE2050 LINE OF HOUSE #550 SAGAMORE ROAD IN A ROUND IRON BOX.
CE2050
CE2050 NORTH EAST
CE2050 GEOGRAPHIC- 41-21-02.106 81-32-46.554
CE2050 SPC OH N - N-614917.19 E-2261852.07
CE2050 CRGS LOCAL - N-35277.04 E-126709.68
CE2050 DATE SET 11/04/38
CE2050
CE2050 IRON PIPE IN MON. BOX AT CL-CL INT. OF SAGAMORE/WALTON RDS.
CE2050 ON COUNTY LINE BEARS N 47-36-38 E 31.87 FT. OF OM128
CE2050 OBSERVED 5-25-60 CRGS LOCAL- N-35298.53 E-126733.22
CE2050
|
|
|
|
|
|
|
|
|
|
|
|
2230387.0
|
614917.125
|
0101000020960E0000318C221F39044141F978950645C42241
|
true
|
2012-12-20 08:44:00 -0500
|
false
|
41.35063611111111111111
|
-81.54611388888888888889
|
-81.5461138888889
|
41.350636111111
|
2230386.24324181
|
614946.512859135
|
679823.086586277
|
187436.071991591
|
286
|
286
|
OM 129
|
CE2051
|
OH
|
Summit
|
|
CRGS
|
1938-11-03 00:00:00 -0500
|
DISK IN CONCRETE
|
OM 129
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY 1989 COSEHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
21
|
2.49
|
N
|
81
|
32
|
31.23
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
987.204
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED IN THE NORTH TREELAWN OF
SAGAMORE ROAD APPROXIMATELY 1100.0' EAST OF WALTON
ROAD 14.10' NORTH OF THE CENTERLINE OF SAGMORE ROAD
28.0' WEST OF THE CENTERLINE OF AN ASPHALT DRIVE TO HOUSE
#414 SAGAMORE ROAD 18.50' WEST OF THE TOP OF A
HYDRANT 37.65' SOUTHWEST OF N&V IN POLE #10E23 ON
THE NORTH SIDE OF SAGAMORE ROAD AND 64.50'
NORTHWEST OF HOUSE WATER VALVE IN THE FRONT
OF THE SAME HOUSE IN A ROUND IRON ROAD BOX.
NORTH EAST
GEOGRAPHIC- 41-21-02.296 81-32-31.687
SPC OH N - N-614948.84 E-2262985.65
CRGS LOCAL - N-35298.73 E-127843.60
|
2021-12-05 00:00:00 -0500
|
COSE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2051 *********************************************************************
CE2051 DESIGNATION - OM 129
CE2051 PID - CE2051
CE2051 STATE/COUNTY- OH/SUMMIT
CE2051
CE2051 HORZ DATUM - NAD 83(1986)
CE2051 VERT DATUM - NGVD 29
CE2051
CE2051 POSITION - 41 21 02.49 (N) 081 32 31.23 (W) SCALED
CE2051 83 MINUS 27 -
CE2051
CE2051 HEIGHT - (meters) 987.204 (feet) ADJUST
CE2051 88 MINUS 29 -
CE2051 **********************************************************************
CE2051
CE2051 VERT ORDER - THIRD
CE2051
CE2051 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2051 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2051 SURVEY (CRGS).
CE2051
CE2051_STATION MARK IS A SURVEY DISK
CE2051_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2051_THE MARK IS STAMPED OM 129
CE2051_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2051+STABILITY: SURFACE MOTION
CE2051+SATELLITE:
CE2051+SATELLITE:
CE2051
CE2051 HISTORY - YEAR CONDITION RECOV. BY
CE2051 HISTORY 1989 COSE
CE2051 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2051 STATION DESCRIPTION
CE2051
CE2051 DESCRIBED BY COSE
CE2051 THE STATION IS LOCATED IN THE NORTH TREELAWN OF
CE2051 SAGAMORE ROAD APPROXIMATELY 1100.0' EAST OF WALTON
CE2051 ROAD 14.10' NORTH OF THE CENTERLINE OF SAGMORE ROAD
CE2051 28.0' WEST OF THE CENTERLINE OF A SLAG DRIVE TO HOUSE
CE2051 #414 SAGAMORE ROAD 18.50' WEST OF THE TOP OF A
CE2051 HYDRANT 37.65' SOUTHWEST OF N&V IN POLE #10E23 ON
CE2051 THE NORTH SIDE OF SAGAMORE ROAD AND 64.50'
CE2051 NORTHWEST OF HOUSE WATER VALVE IN THE FRONT
CE2051 OF THE SAME HOUSE IN A ROUND IRON ROAD BOX..
CE2051
CE2051 NORTH EAST
CE2051 GEOGRAPHIC- 41-21-02.296 81-32-31.687
CE2051 SPC OH N - N-614948.84 E-2262985.65
CE2051 CRGS LOCAL - N-35298.73 E-127843.60
CE2051 DATE SET 11/04/38
CE2051
|
|
|
|
|
|
|
|
|
|
|
|
2231530.75
|
614929.625
|
0101000020960E0000885534926C064141A13C593786C42241
|
true
|
2013-01-11 02:07:00 -0500
|
false
|
41.35069166666666666667
|
-81.54200833333333333333
|
-81.5420083333333
|
41.3506916666665
|
2231513.14222211
|
614979.108102698
|
680166.566082431
|
187446.007041701
|
287
|
287
|
BM 964
|
CE2052
|
OH
|
Summit
|
|
USGS
|
1990-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
BM 964 RESET 1991
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2002 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2013 - GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
40
|
55
|
22.53
|
N
|
81
|
32
|
8.49
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
966.187
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG SOUTH MAIN STREET 0.1 MILE NORTH OF COMET ROAD AT THE BRIDGE OVER NIMISILA CREEK. DISK SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2052 *********************************************************************
CE2052 DESIGNATION - BM 964
CE2052 PID - CE2052
CE2052 STATE/COUNTY- OH/SUMMIT
CE2052
CE2052 HORZ DATUM - NAD 83(1986)
CE2052 VERT DATUM - NGVD 29
CE2052
CE2052 POSITION - 40 55 22.53 (N) 081 32 08.49 (W) SCALED
CE2052 83 MINUS 27 -
CE2052
CE2052 HEIGHT - (meters) 966.187 (feet) ADJUST
CE2052 88 MINUS 29 -
CE2052 *********************************************************************
CE2052
CE2052 VERT ORDER - THIRD
CE2052
CE2052 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2052 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2052 BY DIFFERENTIAL LEVELING USGS 1950'S RESET AND LEVELED COSE 1990.
CE2052
CE2052_STATION MARK IS A STANDARD U.S. DEPT. OF INTERIOR - GEOLOGICAL
CE2052 SURVEY DISK
CE2052_WITH SETTING: SET IN TOP OF CONCRETE BRIDGE ABUTMENT
CE2052_THE MARK IS STAMPED: BM 964 RESET 1991
CE2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2052+STABILITY: SURFACE MOTION
CE2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2052+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2052
CE2052 HISTORY - Year Condition Recov. By
CE2052 HISTORY - 1989 - COSE
CE2052 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2052 STATION DESCRIPTION
CE2052 1991 - RESET
CE2052
CE2052 DESCRIBED BY COSE
CE2052 THE STATION IS LOCATED ALONG SOUTH MAIN STREET 0.1 MILE
CE2052 NORTH OF COMET ROAD AT THE BRIDGE OVER NIMISIAL CREEK.
CE2052 DISK SET IN THE TOP OF THE WEST END OF THE SOUTH ABUTMENT.
CE2052
|
|
|
|
|
|
|
|
|
|
|
|
2235009.25
|
459180.0
|
0101000020960E000055415A3A2D0D41413D62C92052061C41
|
true
|
2013-01-11 02:01:00 -0500
|
false
|
40.922925
|
-81.53569166666666666666
|
-81.5356916666667
|
40.9229249999999
|
2234970.45587937
|
459156.532018218
|
681220.357392747
|
139951.190861516
|
292
|
292
|
OM 867 CRGS
|
CE2058
|
OH
|
Summit
|
|
CRGS
|
1988-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
OM 867 CRGS
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1989 - GOOD COSE
HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 - DISTURBED COSE SURVEY FIELD CREW
HISTORY - 2006 - DISTURBED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
18
|
59.57
|
N
|
81
|
34
|
40.3
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
794.86
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NF-07
THE STATION IS LOCATED 11.60' SOUTH OF THE CENTERLINE OF
WEST AURORA ROAD 7.10' EAST OF THE CENTERLINE OF CHAFFEE
ROAD 35.84' NORTHEAST OF SPIKE POLE #1E-74 27.63' NORTHWEST
OF THE TOP OF THE SOUTHWEST CORNER OF THE TOP STEP OF THE
CULVERT ON THE SOUTH SIDE OF WEST AURORA ROAD 16.62'
SOUTHEAST OF I.P. IN MONUMENT BOX CENTERLINE OF WEST
AURORA ROAD AND CHAFFEE ROAD 0.6' NORTH OF THE SOUTH
EDGE OF THE PAVEMENT OF WEST AURORA ROAD IN A SQUARE
IRON ROAD BOX.
11/1/2004, 1 INCH IRON BAR FOUND IN SQUARE MONUMENT BOX
|
2004-10-31 19:00:00 -0500
|
COSE
|
Disturbed
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2058 *********************************************************************
CE2058 DESIGNATION - OM 867 CRGS
CE2058 PID - CE2058
CE2058 STATE/COUNTY- OH/SUMMIT
CE2058
CE2058 HORZ DATUM - NAD 83(1986)
CE2058 VERT DATUM - NGVD 29
CE2058
CE2058 POSITION - 41 18 59.57 (N) 081 34 40.30 (W) SCALED
CE2058 83 MINUS 27 -
CE2058
CE2058 HEIGHT - (meters) 794.86 (feet) ADJUST
CE2058 88 MINUS 29 -
CE2058 *********************************************************************
CE2058
CE2058 VERT ORDER - THIRD
CE2058
CE2058 THE HORIZONTAL COORDINATES AND ELEVEATION WERE DETERMINED BY
CE2058 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2058 SURVEY (CRGS).
CE2058
CE2058 NORTH EAST SCALE CONVERG.
CE2058 SPC OH N -
CE2058 SPC OH N -
CE2058
CE2058_STATION MARK IS A SURVEY DISK
CE2058_WITH SETTING: SET IN TOP OF CONCRETE BRIDGE ABUTMENT
CE2058_THE MARK IS STAMPED: OM 867 CRGS
CE2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2058+STABILITY: SURFACE MOTION
CE2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2058+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2058
CE2058 HISTORY - Year Condition Recov. By
CE2058 HISTORY - 1989 - GOOD COSE
CE2058 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2058 STATION DESCRIPTION
CE2058
CE2058 DESCRIBED BY COSE ALSO KNOWN AS NF-07
CE2058 THE STATION IS LOCATED 11.60' SOUTH OF THE CENTERLINE OF
CE2058 WEST AURORA ROAD 7.10' EAST OF THE CENTERLINE OF CHAFFEE
CE2058 ROAD 35.84' NORTHEAST OF SPIKE POLE #1E-74 27.63' NORTHWEST
CE2058 OF THE TOP OF THE SOUTHWEST CORNER OF THE TOP STEP OF THE
CE2058 CULVERT ON THE SOUTH SIDE OF WEST AURORA ROAD 16.62'
CE2058 SOUTHEAST OF I.P. IN MONUMENT BOX CENTERLINE OF WEST
CE2058 AURORA ROAD AND CHAFFEE ROAD 0.6' NORTH OF THE SOUTH
CE2058 EDGE OF THE PAVEMENT OF WEST AURORA ROAD IN A SQUARE
CE2058 IRON ROAD BOX.
CE2058
|
|
|
|
|
|
|
|
|
|
|
|
2221826.25
|
602375.0625
|
0101000020960E000039C772E674F34041049CDB3282622241
|
true
|
2006-04-18 10:38:00 -0400
|
false
|
41.31654722222222222222
|
-81.57786111111111111111
|
-81.5778611111111
|
41.3165472222221
|
2221801.80037775
|
602433.099331737
|
677206.543168225
|
183621.975920248
|
293
|
293
|
OM 279
|
CE2079
|
OH
|
Summit
|
|
CRGS
|
1954-07-22 20:00:00 -0400
|
DISK
|
OM 279
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BY
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2005 GOOD COSE SURVEY FIELD CREW
HISTORY - 2014 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
53.96
|
N
|
81
|
23
|
43.76
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1018.965
|
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
THE STATION IS LOCATED IN THE VILLAGE OF REMINDERVILLE AT THE INTERSECTION OF LAKE AVE. AND CONNECTICUT ST., 6.95' NORTH OF CENTERLINE OF LAKE AVE., 10.65' EAST OF CENTERLINE OF CONNECTICUT ST., 37.55' SOUTHEAST OF N&V IN POLE #107K 6 S-025,
42.80' NORTHEAST OF N&V IN POLE #TW 1718 107 K5, 93.60' EAST OF EAST RANGE LINE OF ADDED ROOM OF HOUSE #3608 LAKE AVE, 120.05' NORTHWEST OF N&V IN POLE ON SOUTH SIDE OF LAKE AVE. #W 1719, 11.7' SOUTHWEST OF NORTH END OF 12" CMP EAST SIDE OF CONNECTICUT UNDER LAKE AVE. IN SQUARE MON BOX RAISED TO THE SURFACE.
|
2014-04-01 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2079 *********************************************************************
CE2079 DESIGNATION - OM 279
CE2079 PID - CE2079
CE2079 STATE/COUNTY- OH/SUMMIT
CE2079
CE2079 HORZ DATUM - NAD 83(1986)
CE2079 VERT DATUM - NGVD 29
CE2079
CE2079 POSITION - 41 20 53.96 (N) 081 23 43.76 (W) SCALED
CE2079 83 MINUS 27 -
CE2079
CE2079 HEIGHT - (meters) 1018.965 (feet)
CE2079 88 MINUS 29 -
CE2079 **********************************************************************
CE2079
CE2079 VERT ORDER - THIRD
CE2079
CE2079 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2079 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2079 SURVEY (CRGS).
CE2079
CE2079_STATION MARK IS A SURVEY DISK
CE2079_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2079_THE MARK IS STAMPED OM 279
CE2079_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2079+STABILITY: SURFACE MOTION
CE2079+SATELLITE:
CE2079+SATELLITE:
CE2079
CE2079 HISTORY - YEAR CONDITION RECOV. BY
CE2079 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2079
CE2079 STATION DESCRIPTION
CE2079
CE2079 DESCRIBED BY COSE
CE2079 THE STATION IS LOCATED IN THE VILLAGE OF REMINDERVILLE
CE2079 AT THE INTERSECTION OF LAKE AVE. AND CONNECTICUT ST.
CE2079 6.95' NORTH OF CENTERLINE OF LAKE AVE.
CE2079 10.65' EAST OF CENTERLINE OF CONNECTICUT ST.
CE2079 37.55' SOUTHEAST OF N&V IN POLE #107K 6 S-025
CE2079 42.80' NORTHEAST OF N&V IN POLE #TW 1718 107 K5
CE2079 93.60' EAST OF EAST RANGE LINE OF ADDED ROOM OF HOUSE #3608 LAKE AVE
CE2079 120.05' NORTHWEST OF N&V IN POLE ON SOUTH SIDE OF LAKE AVE. #W 1719
CE2079 11.7' SOUTHWEST OF NORTH END OF 12" CMP EAST SIDE OF CONNECTICUT
CE2079 UNDER LAKE AVE.
CE2079 IN SQUARE MON BOX RAISED TO THE SURFACE.
CE2079 NORTH EAST
CE2079 GEOGRAPHIC- 41-20-53.740 81-23-44.321
CE2079 SPC OH N - N-614558.48 E-2303214.18
CE2079 CRGS LOCAL - N-34556.10 E-168070.97
CE2079 DATE SET 07/23/54
CE2079
|
|
|
|
|
|
|
|
|
|
|
|
2271760.0
|
614590.0
|
0101000020960E0000A9249B390255414110A1D2037FC12241
|
true
|
2014-04-02 10:38:00 -0400
|
false
|
41.34832222222222222222
|
-81.39548888888888888889
|
-81.3954888888889
|
41.3483222222221
|
2271748.45004709
|
614591.507466348
|
692430.312434979
|
187327.866131458
|
294
|
294
|
OM R-64
|
CE2080
|
OH
|
Summit
|
|
CRGS
|
1954-09-09 00:00:00 -0400
|
DISK
|
OM R-64
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - YEAR CONDITION RECOV. BYHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2014 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
20
|
48.49
|
N
|
81
|
23
|
30.48
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
|
1017.684
|
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED IN THE VILLAGE OF REMINDERVILLE AT THE INTERSECTION OF CALIFORNIA ST. AND MONETA AVE. 8.0' NORTH OF CENTERLINE OF MONETA AVE.
18.43' WEST OF CENTERLINE OF CALIFORNIA ST. 22.20' NORTHEAST OF N&V IN POLE #134 K-3, 73.43' NORTH OF THE NORTH RANGE LINE OF #10546 CALIFORNIA ST, 67.67' NORTH OF THE NORTH RANGE LINE OF HOUSE #1255 MONETA AVE., 10.27' SOUTH OF SOUTH RANGE LINE OF HOUSE #10572 CALIFORNIA ST., 49.0' SOUTHEAST OF SOUTHEAST CORNER OF ATTACHED GARAGE OF HOUSE #10572 CALIFORNIA ST. IN ROUND IRON BOX.
2004-2 FEET SOUTH OF EDGE OF ASPHALT DRIVE HSE #10572
|
2021-11-05 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2080 *********************************************************************
CE2080 DESIGNATION - OM R-64
CE2080 PID - CE2080
CE2080 STATE/COUNTY- OH/SUMMIT
CE2080
CE2080 HORZ DATUM - NAD 83(1986)
CE2080 VERT DATUM - NGVD 29
CE2080
CE2080 POSITION - 41 20 48.49 (N) 081 23 30.48 (W) SCALED
CE2080 83 MINUS 27 -
CE2080
CE2080 HEIGHT - (meters) 1017.684 (feet)
CE2080 88 MINUS 29 -
CE2080 **********************************************************************
CE2080
CE2080 VERT ORDER - THIRD
CE2080
CE2080 THE HORIZONTAL COORDINATES AND ELEVATION WERE DETERMINED BY
CE2080 CLASSICAL SURVEY METHODS BY THE CLEVELAND REGIONAL GEODETIC
CE2080 SURVEY (CRGS).
CE2080
CE2080_STATION MARK IS A SURVEY DISK
CE2080_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2080_THE MARK IS STAMPED OM R-64
CE2080_STABILITY C=MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2080+STABILITY: SURFACE MOTION
CE2080+SATELLITE:
CE2080+SATELLITE:
CE2080
CE2080 HISTORY - YEAR CONDITION RECOV. BY
CE2080 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
CE2080 STATION DESCRIPTION
CE2080
CE2080 DESCRIBED BY COSE
CE2080 THE STATION IS LOCATED IN THE VILLAGE OF REMINDERVILLE
CE2080 AT THE INTERSECTION OF CALIFORNIA ST. AND MONETA AVE.
CE2080 8.0' NORTH OF CENTERLINE OF MONETA AVE.
CE2080 18.43' WEST OF CENTERLINE OF CALIFORNIA ST.
CE2080 22.20' NORTHEAST OF N&V IN POLE #134 K-3
CE2080 73.43' NORTH OF THE NORTH RANGE LINE OF #10546 CALIFORNIA ST
CE2080 67.67' NORTH OF THE NORTH RANGE LINE OF HOUSE #1255 MONETA AVE..
CE2080 10.27' SOUTH OF SOUTH RANGE LINE OF HOUSE #10572 CALIFORNIA ST.
CE2080 49.0' SOUTHEAST OF SOUTHEAST CORNER OF ATTACHED GARAGE OF
CE2080 HOUSE #10572 CALIFORNIA ST.
CE2080 IN ROUND IRON BOX
CE2080 NORTH EAST
CE2080 GEOGRAPHIC- 41-20-48.280 81-23-30.936
CE2080 SPC OH N - N-614018.88 E-2304241.98
CE2080 CRGS LOCAL - N-34007.41 E-169094.04
CE2080 DATE SET 09/10/54
CE2080
|
|
|
|
|
|
|
|
|
|
|
|
2272780.0
|
614048.0
|
0101000020960E0000DE4E8D1D0057414181C4E19145BD2241
|
true
|
2014-04-02 10:37:00 -0400
|
false
|
41.34680277777777777777
|
-81.3918
|
-81.3918
|
41.3468027777777
|
2272768.23087488
|
614050.784925595
|
692741.142252948
|
187163.053571413
|
297
|
297
|
SUMMIT COUNTY GIS 30
|
GS0030
|
OH
|
Cuyahoga
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
30
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
48.52385
|
N
|
81
|
36
|
51.90643
|
W
|
ADJUSTED
|
-33.9
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
181398.712
|
674168.122
|
0.9999471
|
+
|
0
|
34
|
54.4
|
|
MT
|
C
|
|
|
|
302.026
|
990.897
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE PARK VIEW
DRIVE AND HILLS-DALE ROAD INTERSECTION. IT IS 18.1' SOUTH OF
CENTERLINE OF PAVEMENT OF PARKVIEW DRIVE 39.3' SOUTH OF A TELEPHONE
POWER POLE # 241926 AND 57.9' WEST OF A WATER VALVE BOX.
FURTHER DESCRIBED BY COSE 2000
GO NORTH ON BRECKSVILLE RD 1.3 MILES FROM THE SUMMIT COUNTY LINE
TO PARKVIEW RD. TURN RIGHT AND TRAVEL EAST .65 MILES TO THE STATION
GOOD FOR GPS.
|
2021-12-04 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0030 ***********************************************************************
GS0030 DESIGNATION - SUMMIT COUNTY GIS 30
GS0030 PID - GS0030
GS0030 STATE/COUNTY- OH/SUMMIT
GS0030 USGS QUAD - PENINSULA
GS0030
GS0030 HORZ DATUM - NAD 83(1986)
GS0030 VERT DATUM - NGVD 88
GS0030
GS0030 POSITION - 41 17 48.52385(N) 081 36 51.90643(W) ADJUSTED
GS0030 83 minus 27 -
GS0030
GS0030 HEIGHT - 302.026 (meters) 990.897 (feet) GPS OBS
GS0030 88 minus 29 -
GS0030 ***********************************************************************
GS0030 LAPLACE CORR-
GS0030 GEOID HEIGHT- -33.901
GS0030
GS0030 HORZ ORDER - FIRST
GS0030 VERT ORDER - THIRD
GS0030
GS0030.The horizontal coordinates were established by GPS observations
GS0030.and adjusted by the Woolpert Consultants in March 1997.
GS0030
GS0030.The orthometric height was determined by GPS observations.
GS0030
GS0030
GS0030.The geoid height was determined by GEOID93.
GS0030
GS0030; North East Scale Converg.
GS0030;SPC OH N - 181398.712 674168.122 0.99994710 +0 34 54.41 MT
GS0030;SPC OH N - 595138.941 2211833.247 US SURVEY FEET
GS0030
GS0030_STATION MARK IS A SURVEY DISK
GS0030_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0030_THE MARK IS STAMPED: SUMMIT COUNTY GIS 30
GS0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0030+STABILITY: SURFACE MOTION
GS0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0030+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0030
GS0030 HISTORY - Year Condition Recov. By
GS0030 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0030 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0030
GS0030 STATION DESCRIPTION
GS0030
GS0030'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0030'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE PARK VIEW
GS0030'DRIVE AND HILLS-DALE ROAD INTERSECTION. IT IS 18.1' SOUTH OF
GS0030'CENTERLINE OF PAVEMENT OF PARKVIEW DRIVE 39.3' SOUTH OF A TELEPHONE
GS0030'POWER POLE # 241926 AND 57.9' WEST OF A WATER VALVE BOX.
GS0030
GS0030'FURTHER DESCRIBED BY COSE 2000
GS0030'0.65 MILES EAST FROM BRECKSVILLE ROAD AND 1.3 MILES NORTH OF
GS0030'SUMMIT COUNTY LINE ON BRECKSVILLE ROAD. LOCATED IN CUYAHOGA COUNTY.
GS0030
|
|
|
|
|
|
|
|
|
|
|
|
2211833.25
|
595139.5625
|
0101000020960E000046C2CA9FFCDF4041BC069EE185292241
|
true
|
2012-09-04 04:07:00 -0400
|
false
|
41.29681218055555555555
|
-81.61441845277777777778
|
-81.6144184527778
|
41.2968121805554
|
2211833.24837521
|
595138.94065877
|
674168.122441009
|
181398.711910201
|
298
|
298
|
SUMMIT COUNTY GIS 31
|
GS0031
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
31
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2003 GOOD COSE SURVEY FIELD CREW
HISTORY - 2012 DISTURBED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
21.9613
|
N
|
81
|
33
|
26.79056
|
W
|
ADJUSTED
|
-33.88
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
180629.364
|
678948.633
|
0.9999466
|
+
|
0
|
37
|
9.17
|
|
MT
|
C
|
|
|
|
229.598
|
753.273
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF WEST HIGHLAND ROAD 0.50
MILES WEST OF BOYDEN ROAD. IT IS 23.4' SOUTH OF CENTERLINE OF
PAVEMENT OF WEST HIGHLAND ROAD 45.9' SOUTHEAST OF A POWER POLE # 6401/519 AND
25.2' EAST OF A TELEPHONE POLE.NF-4587
NOT GOOD FOR GPS.
|
2012-09-09 20:00:00 -0400
|
SCE
|
Disturbed
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0031 ***********************************************************************
GS0031 DESIGNATION - SUMMIT COUNTY GIS 31
GS0031 PID - GS0031
GS0031 STATE/COUNTY- OH/SUMMIT
GS0031 USGS QUAD - PENINSULA
GS0031
GS0031 HORZ DATUM - NAD 83(1986)
GS0031 VERT DATUM - NGVD 88
GS0031
GS0031 POSITION - 41 17 21.96130(N) 081 33 26.79056(W) ADJUSTED
GS0031 83 minus 27 -
GS0031
GS0031 HEIGHT - 229.598 (meters) 753.273 (feet) GPS OBS
GS0031 88 minus 29 -
GS0031 ***********************************************************************
GS0031 LAPLACE CORR-
GS0031 GEOID HEIGHT- -33.881
GS0031
GS0031 HORZ ORDER - FIRST
GS0031 VERT ORDER - THIRD
GS0031
GS0031.The horizontal coordinates were established by GPS observations
GS0031.and adjusted by the Woolpert Consultants in March 1997.
GS0031
GS0031.The orthometric height was determined by GPS observations.
GS0031
GS0031
GS0031.The geoid height was determined by GEOID93.
GS0031
GS0031; North East Scale Converg.
GS0031;SPC OH N - 180629.364 678948.633 0.99994660 +0 37 9.170 MT
GS0031;SPC OH N - 592614.838 2227517.307 US SURVEY FEET
GS0031
GS0031_STATION MARK IS A SURVEY DISK
GS0031_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0031_THE MARK IS STAMPED: SUMMIT COUNTY GIS 31
GS0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0031+STABILITY: SURFACE MOTION
GS0031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0031+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0031
GS0031 HISTORY - Year Condition Recov. By
GS0031 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0031 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0031
GS0031 STATION DESCRIPTION
GS0031
GS0031'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0031'THE STATION IS LOCATED ON THE SOUTH SIDE OF WEST HIGHLAND ROAD 0.50
GS0031'MILES WEST OF BOYDEN ROAD. IT IS 23.4' SOUTH OF CENTERLINE OF
GS0031'PAVEMENT OF WEST HIGHLAND ROAD 45.9' SOUTHEAST OF A POWER POLE # 6401/519 AND
GS0031'25.2' EAST OF A TELEPHONE POLE.NF-4587
GS0031
|
|
|
|
|
|
|
|
|
|
|
|
2227517.25
|
592614.4375
|
0101000020960E00000C5978A79EFE4041067FDAACCD152241
|
true
|
2012-09-13 02:54:00 -0400
|
false
|
41.28943369444444444444
|
-81.55744182222222222222
|
-81.5574418222222
|
41.2894336944443
|
2227517.30836022
|
592614.837604494
|
678948.633485463
|
180629.363760561
|
299
|
299
|
SUMMIT COUNTY GIS 32
|
GS0032
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
32
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORYU - 2012 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
22.59084
|
N
|
81
|
32
|
20.60252
|
W
|
ADJUSTED
|
-33.9
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
182516.373
|
680467.939
|
0.9999478
|
+
|
0
|
37
|
52.6
|
|
MT
|
C
|
|
|
|
303.99
|
997.34
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF BRANDYWINE ROAD APPROX.
0.25 MILES NORTH OF MEADOWVIEW ROAD ON THE SOUTH EDGE OF A POWER
LINE. IT IS 24.8'WEST OF CENTERLINE OF PAVEMENT OF BRANDYWINE ROAD
111.2' SOUTH OF A FIRE HYDRANT AND 91.7' NORTHWEST OF A TELEPHONE
POWER POLE.
NOT GOOD FOR GPS.
|
2019-08-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0032 ***********************************************************************
GS0032 DESIGNATION - SUMMIT COUNTY GIS 32
GS0032 PID - GS0032
GS0032 STATE/COUNTY- OH/SUMMIT
GS0032 USGS QUAD - PENINSULA
GS0032
GS0032 HORZ DATUM - NAD 83(1986)
GS0032 VERT DATUM - NGVD 88
GS0032
GS0032 POSITION - 41 18 22.59084(N) 081 32 20.60252(W) ADJUSTED
GS0032 83 minus 27 -
GS0032
GS0032 HEIGHT - 303.990 (meters) 997.340 (feet) GPS OBS
GS0032 88 minus 29 -
GS0032 ***********************************************************************
GS0032 LAPLACE CORR-
GS0032 GEOID HEIGHT- -33.901
GS0032
GS0032 HORZ ORDER - FIRST
GS0032 VERT ORDER - THIRD
GS0032
GS0032.The horizontal coordinates were established by GPS observations
GS0032.and adjusted by the Woolpert Consultants in March 1997.
GS0032
GS0032.The orthometric height was determined by GPS observations.
GS0032
GS0032
GS0032.The geoid height was determined by GEOID93.
GS0032
GS0032; North East Scale Converg.
GS0032;SPC OH N - 182516.373 680467.939 0.99994780 +0 37 52.65 MT
GS0032;SPC OH N - 598805.800 2232501.897 US SURVEY FEET
GS0032
GS0032_STATION MARK IS A SURVEY DISK
GS0032_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0032_THE MARK IS STAMPED: SUMMIT COUNTY GIS 32
GS0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0032+STABILITY: SURFACE MOTION
GS0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0032+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0032
GS0032 HISTORY - Year Condition Recov. By
GS0032 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0032 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0032
GS0032 STATION DESCRIPTION
GS0032
GS0032'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0032'THE STATION IS LOCATED ON THE WEST SIDE OF BRANDYWINE ROAD APPROX.
GS0032'0.25 MILES NORTH OF MEADOWVIEW ROAD ON THE SOUTH EDGE OF A POWER
GS0032'LINE. IT IS 24.8'WEST OF CENTERLINE OF PAVEMENT OF BRANDYWINE ROAD
GS0032'111.2' SOUTH OF A FIRE HYDRANT AND 91.7' NORTHWEST OF A TELEPHONE
GS0032'POWER POLE.
GS0032
|
|
|
|
|
|
|
|
|
|
|
|
2232502.25
|
598805.5
|
0101000020960E00001264CAF25A084141AC8AFE982B462241
|
true
|
2012-09-13 02:55:00 -0400
|
false
|
41.30627523333333333333
|
-81.53905625555555555555
|
-81.5390562555556
|
41.3062752333332
|
2232501.89680148
|
598805.798816999
|
680467.939080969
|
182516.372512151
|
300
|
300
|
SUMMIT COUNTY GIS 33
|
GS0033
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
33
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2001 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
21.62351
|
N
|
81
|
30
|
48.58524
|
W
|
ADJUSTED
|
-33.85
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
180659.652
|
682629.507
|
0.9999466
|
+
|
0
|
38
|
53.1
|
|
MT
|
C
|
|
|
|
297.276
|
975.313
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 20.8' NORTH OF CENTERLINE OF PAVEMENT OF
HAZEL DRIVE 0.3 MILES EAST OF OLDE EIGHT ROAD 44.2' WEST OF A POWER
POLE # NF 2030 AND 45.3' EAST OF A FIRE HYDRANT. LOCATED ACROSS FROM
HOUSE #152.
GOOD FOR GPS.
|
2019-08-22 00:00:00 -0400
|
SCE
|
Good
|
Yes
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0033 ***********************************************************************
GS0033 DESIGNATION - SUMMIT COUNTY GIS 33
GS0033 PID - GS0033
GS0033 STATE/COUNTY- OH/SUMMIT
GS0033 USGS QUAD - PENINSULA
GS0033
GS0033 HORZ DATUM - NAD 83(1986)
GS0033 VERT DATUM - NGVD 88
GS0033
GS0033 POSITION - 41 17 21.62351(N) 081 30 48.58524(W) ADJUSTED
GS0033 83 minus 27 -
GS0033
GS0033 HEIGHT - 297.276 (meters) 975.313 (feet) GPS OBS
GS0033 88 minus 29 -
GS0033 ***********************************************************************
GS0033 LAPLACE CORR-
GS0033 GEOID HEIGHT- -33.855
GS0033
GS0033 HORZ ORDER - FIRST
GS0033 VERT ORDER - THIRD
GS0033
GS0033.The horizontal coordinates were established by GPS observations
GS0033.and adjusted by the Woolpert Consultants in March 1997.
GS0033
GS0033.The orthometric height was determined by GPS observations.
GS0033
GS0033
GS0033.The geoid height was determined by GEOID93.
GS0033
GS0033; North East Scale Converg.
GS0033;SPC OH N - 180659.652 682629.507 0.99994660 +0 38 53.10 MT
GS0033;SPC OH N - 592714.208 2239593.641 US SURVEY FEET
GS0033
GS0033_STATION MARK IS A SURVEY DISK
GS0033_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0033_THE MARK IS STAMPED: SUMMIT COUNTY GIS 33
GS0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0033+STABILITY: SURFACE MOTION
GS0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0033+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0033
GS0033 HISTORY - Year Condition Recov. By
GS0033 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0033 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0033 HISTORY - 2001 GOOD COSE SURVEY FIELD CREW
GS0033
GS0033 STATION DESCRIPTION
GS0033
GS0033'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0033'THE STATION IS LOCATED 20.8' NORTH OF CENTERLINE OF PAVEMENT OF
GS0033'HAZEL DRIVE 0.3 MILES EAST OF OLDE EIGHT ROAD 44.2' WEST OF A POWER
GS0033'POLE # NF 2030 AND 45.3' EAST OF A FIRE HYDRANT.
GS0033
|
|
|
|
|
|
|
|
|
|
|
|
2239593.5
|
592714.625
|
0101000020960E00000BF8CED134164141D0AE246B94162241
|
true
|
2012-09-13 02:56:00 -0400
|
false
|
41.28933986388888888889
|
-81.5134959
|
-81.5134959
|
41.2893398638888
|
2239593.63912869
|
592714.209264243
|
682629.506465437
|
180659.65230303
|
301
|
301
|
SUMMIT COUNTY GIS 34
|
GS0034
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
34
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 DESTROYED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
57.0071
|
N
|
81
|
30
|
31.44434
|
W
|
ADJUSTED
|
-33.86
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
181755.626
|
683015.895
|
0.9999473
|
+
|
0
|
39
|
4.36
|
|
MT
|
C
|
|
|
|
294.791
|
967.16
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.9' NORTH OF CENTERLINE OF PAVEMENT OF
HIGHLAND ROAD AND 93.7' EAST OF SOUTH BEDFORD ROAD. IT IS 42.0'
EAST OF A POWER POLE # NF 1162 56.9' WEST OF A FIRE HYDRANT 97.2' WEST OF A
POWER POLE.# NF 1164 IN FRONT OF 483 EAST HIGHLAND ROAD.
REPORTED DESTROYED BY COSE.
NEW SIDEWALK.
|
2004-06-25 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0034 ***********************************************************************
GS0034 DESIGNATION - SUMMIT COUNTY GIS 34
GS0034 PID - GS0034
GS0034 STATE/COUNTY- OH/SUMMIT
GS0034 USGS QUAD - PENINSULA
GS0034
GS0034 HORZ DATUM - NAD 83(1986)
GS0034 VERT DATUM - NGVD 88
GS0034
GS0034 POSITION - 41 17 57.00710(N) 081 30 31.44434(W) ADJUSTED
GS0034 83 minus 27 -
GS0034
GS0034 HEIGHT - 294.791 (meters) 967.160 (feet) GPS OBS
GS0034 88 minus 29 -
GS0034 ***********************************************************************
GS0034 LAPLACE CORR-
GS0034 GEOID HEIGHT- -33.869
GS0034
GS0034 HORZ ORDER - FIRST
GS0034 VERT ORDER - THIRD
GS0034
GS0034.The horizontal coordinates were established by GPS observations
GS0034.and adjusted by the Woolpert Consultants in March 1997.
GS0034
GS0034.The orthometric height was determined by GPS observations.
GS0034
GS0034
GS0034.The geoid height was determined by GEOID93.
GS0034
GS0034; North East Scale Converg.
GS0034;SPC OH N - 181755.626 683015.895 0.99994730 +0 39 4.363 MT
GS0034;SPC OH N - 596309.916 2240861.316 US SURVEY FEET
GS0034
GS0034_STATION MARK IS A SURVEY DISK
GS0034_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0034_THE MARK IS STAMPED: SUMMIT COUNTY GIS 34
GS0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0034+STABILITY: SURFACE MOTION
GS0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0034+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0034
GS0034 HISTORY - Year Condition Recov. By
GS0034 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0034 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0034
GS0034 STATION DESCRIPTION
GS0034
GS0034'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0034'THE STATION IS LOCATED 27.9' NORTH OF CENTERLINE OF PAVEMENT OF
GS0034'HIGHLAND ROAD AND 93.7' EAST OF SOUTH BEDFORD ROAD. IT IS 42.0'
GS0034'EAST OF A POWER POLE # NF 1162 56.9' WEST OF A FIRE HYDRANT 97.2' WEST OF A
GS0034'POWER POLE.# NF 1164 IN FRONT OF 483 EAST HIGHLAND ROAD.
GS0034
|
|
|
|
|
|
|
|
|
|
|
|
2240861.0
|
596309.5625
|
0101000020960E000063694FA8AE18414106F781D4AB322241
|
false
|
2005-03-23 04:06:00 -0500
|
false
|
41.29916863888888888889
|
-81.50873453888888888889
|
-81.5087345388889
|
41.2991686388887
|
2240861.31492345
|
596309.915054054
|
683015.894820458
|
181755.625619711
|
302
|
302
|
SUMMIT COUNTY GIS 35
|
GS0035
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
35
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW -2021 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
51.63996
|
N
|
81
|
27
|
17.26614
|
W
|
ADJUSTED
|
-33.83
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
181642.809
|
687534.868
|
0.9999472
|
+
|
0
|
41
|
11.9
|
|
MT
|
C
|
|
|
|
349.866
|
1147.852
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 33.4' SOUTH OF CENTERLINE OF PAVEMENT OF HIGHLAND ROAD AND 118.4' EAST OF EXTENDED CENTERLINE F PAVEMENT OF HADDEN ROAD. IT IS 122.7' SOUTHEAST OF THE POINT OF INTERSECTION OF HIGHLAND AND HADDEN ROADS, 59.7' SOUTHWEST OF POWER POLE #5011022, 23.7' SOUTHWEST OF A SEWER MANHOLE.
GOOD FOR GPS
|
2021-12-30 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0035 ***********************************************************************
GS0035 DESIGNATION - SUMMIT COUNTY GIS 35
GS0035 PID - GS0035
GS0035 STATE/COUNTY- OH/SUMMIT
GS0035 USGS QUAD - TWINSBURG
GS0035
GS0035 HORZ DATUM - NAD 83(1986)
GS0035 VERT DATUM - NGVD 88
GS0035
GS0035 POSITION - 41 17 51.63996(N) 081 27 17.26614(W) ADJUSTED
GS0035 83 minus 27 -
GS0035
GS0035 HEIGHT - 349.866 (meters) 1147.852 (feet) GPS OBS
GS0035 88 minus 29 -
GS0035 ***********************************************************************
GS0035 LAPLACE CORR-
GS0035 GEOID HEIGHT- -33.834
GS0035
GS0035 HORZ ORDER - FIRST
GS0035 VERT ORDER - THIRD
GS0035
GS0035.The horizontal coordinates were established by GPS observations
GS0035.and adjusted by the Woolpert Consultants in March 1997.
GS0035
GS0035.The orthometric height was determined by GPS observations.
GS0035
GS0035
GS0035.The geoid height was determined by GEOID93.
GS0035
GS0035; North East Scale Converg.
GS0035;SPC OH N - 181642.809 687534.868 0.99994720 +0 41 11.92 MT
GS0035;SPC OH N - 595939.783 2255687.313 US SURVEY FEET
GS0035
GS0035_STATION MARK IS A SURVEY DISK
GS0035_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0035_THE MARK IS STAMPED: SUMMIT COUNTY GIS 35
GS0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0035+STABILITY: SURFACE MOTION
GS0035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0035+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0035
GS0035 HISTORY - Year Condition Recov. By
GS0035 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0035 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0035
GS0035 STATION DESCRIPTION
GS0035
GS0035'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0035'THE STATION IS LOCATED 33.4' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0035'HIGHLAND ROAD AND 118.4' EAST OF EXTENDED CENTERLINE F PAVEMENT OF
GS0035'HADDEN ROAD. IT IS 122.7' SOUTHEAST OF THE POINT OF INTERSECTION
GS0035'OF HIGHLAND AND HADDEN ROADS 59.7' SOUTHWEST OF A POWER POLE 72.3'
GS0035'SOUTHWEST OF SEWER MANHOLE.
GS0035
|
|
|
|
|
|
|
|
|
|
|
|
2255687.5
|
595939.1875
|
0101000020960E0000EAA9D9A7A3354141A1E55090C72F2241
|
true
|
2011-02-16 06:10:00 -0500
|
false
|
41.29767776666666666666
|
-81.45479615
|
-81.45479615
|
41.2976777666665
|
2255687.31133007
|
595939.781867195
|
687534.86756314
|
181642.808798723
|
318
|
318
|
SUMMIT COUNTY GIS 107
|
GS0107
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
107
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
35.74715
|
N
|
81
|
39
|
46.76327
|
W
|
ADJUSTED
|
-33.64
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
168008.927
|
670228.486
|
0.9999409
|
+
|
0
|
32
|
59.5
|
|
MT
|
C
|
|
|
|
315.678
|
1035.687
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 16.2' SOUTH OF CENTERLINE OF PAVEMENT OF
DERRWOOD DRIVE AND 187.9'+- EAST OF APPROXIMATE CENTER OF
CUL-DE-SAC. IT IS ALSO 24.6' SOUTHWEST OF THE POINT OF
INTERSECTION OF DERRWOOD DRIVE AND A CONCRETE DRIVEWAY FOR HOUSE
#4243 DERRWOOD DRIVE 39.5' SOUTHEAST OF THE NORTHEAST CORNER OF A
CONCRETE COVER OVER AN INLET AND 2.7' N.W. OF THE N.W. CORNER OF A CATCHBASIN.
NOT SUITABLE FOR GPS.
|
2018-08-30 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0107 ***********************************************************************
GS0107 DESIGNATION - SUMMIT COUNTY GIS 107
GS0107 PID - GS0107
GS0107 STATE/COUNTY- OH/SUMMIT
GS0107 USGS QUAD - WEST RICHFIELD
GS0107
GS0107 HORZ DATUM - NAD 83(1986)
GS0107 VERT DATUM - NGVD 88
GS0107
GS0107 POSITION - 41 10 35.74715(N) 081 39 46.76327(W) ADJUSTED
GS0107 83 minus 27 -
GS0107
GS0107 HEIGHT - 315.678 (meters) 1035.687 (feet) GPS OBS
GS0107 88 minus 29 -
GS0107 ***********************************************************************
GS0107 LAPLACE CORR-
GS0107 GEOID HEIGHT- -33.644
GS0107
GS0107 HORZ ORDER - FIRST
GS0107 VERT ORDER - THIRD
GS0107
GS0107.The horizontal coordinates were established by GPS observations
GS0107.and adjusted by the Woolpert Consultants in March 1997.
GS0107
GS0107.The orthometric height was determined by GPS observations.
GS0107
GS0107
GS0107.The geoid height was determined by GEOID93.
GS0107
GS0107; North East Scale Converg.
GS0107;SPC OH N - 168008.927 670228.486 0.99994090 +0 32 59.54 MT
GS0107;SPC OH N - 551209.288 2198907.958 US SURVEY FEET
GS0107
GS0107_STATION MARK IS A SURVEY DISK
GS0107_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0107_THE MARK IS STAMPED: SUMMIT COUNTY GIS 107
GS0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0107+STABILITY: SURFACE MOTION
GS0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0107+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0107
GS0107 HISTORY - Year Condition Recov. By
GS0107 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0107 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0107
GS0107 STATION DESCRIPTION
GS0107
GS0107'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0107'THE STATION IS LOCATED 16.2' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
GS0107'DERRWOOD DRIVE AND 187.9'+- SOUTHEAST OF APPROXIMATE CENTER OF
GS0107'CUL-DE-SAC. IT IS ALSO 24.6' SOUTHWEST OF THE POINT OF
GS0107'INTERSECTION OF DERRWOOD DRIVE AND A CONCRETE DRIVEWAY FOR HOUSE
GS0107'#4243 DERRWOOD DRIVE 39.5' SOUTHEAST OF THE NORTHEAST CORNER OF A
GS0107'CONCRETE COVER OVER AN INLET.
GS0107
|
|
|
|
|
|
|
|
|
|
|
|
2198908.75
|
551209.75
|
0101000020960E0000640A90FABDC640415A24629352D22041
|
true
|
2011-02-28 02:53:00 -0500
|
false
|
41.17659643055555555556
|
-81.66298979722222222222
|
-81.6629897972222
|
41.1765964305554
|
2198907.95752077
|
551209.287858139
|
670228.485909303
|
168008.926956998
|
319
|
319
|
SUMMIT COUNTY GIS 108
|
GS0108
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
108
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
32.03296
|
N
|
81
|
37
|
25.90797
|
W
|
ADJUSTED
|
-33.65
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
167926.602
|
673512.396
|
0.9999409
|
+
|
0
|
34
|
32.0
|
|
MT
|
C
|
|
|
|
333.381
|
1093.767
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 23.7' SOUTH OF CENTERLINE OF PAVEMENT OF
SHADE ROAD AND 120.8' WEST OF CENTERLINE OF PAVEMENT OF HILLANDALE
DRIVE. IT IS ALSO 123.4'SOUTHWEST OF THE POINT OF INTERSECTION OF
HILLANDALE AND SHADE ROADS 24.8 'NORTHWEST OF POWER POLE #1022/1
AND 101.7' EAST OF A POWER POLE #1022/2.
|
2018-09-04 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0108 ***********************************************************************
GS0108 DESIGNATION - SUMMIT COUNTY GIS 108
GS0108 PID - GS0108
GS0108 STATE/COUNTY- OH/SUMMIT
GS0108 USGS QUAD - PENINSULA
GS0108
GS0108 HORZ DATUM - NAD 83(1986)
GS0108 VERT DATUM - NGVD 88
GS0108
GS0108 POSITION - 41 10 32.03296(N) 081 37 25.90797(W) ADJUSTED
GS0108 83 minus 27 -
GS0108
GS0108 HEIGHT - 333.381 (meters) 1093.767 (feet) GPS OBS
GS0108 88 minus 29 -
GS0108 ***********************************************************************
GS0108 LAPLACE CORR-
GS0108 GEOID HEIGHT- -33.650
GS0108
GS0108 HORZ ORDER - FIRST
GS0108 VERT ORDER - THIRD
GS0108
GS0108.The horizontal coordinates were established by GPS observations
GS0108.and adjusted by the Woolpert Consultants in March 1997.
GS0108
GS0108.The orthometric height was determined by GPS observations.
GS0108
GS0108
GS0108.The geoid height was determined by GEOID93.
GS0108
GS0108; North East Scale Converg.
GS0108;SPC OH N - 167926.602 673512.396 0.99994090 +0 34 32.08 MT
GS0108;SPC OH N - 550939.193 2209681.919 US SURVEY FEET
GS0108
GS0108_STATION MARK IS A SURVEY DISK
GS0108_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0108_THE MARK IS STAMPED: SUMMIT COUNTY GIS 108
GS0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0108+STABILITY: SURFACE MOTION
GS0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0108+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0108
GS0108 HISTORY - Year Condition Recov. By
GS0108 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0108 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0108
GS0108 STATION DESCRIPTION
GS0108
GS0108'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0108'THE STATION IS LOCATED 23.7' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0108'SHADE ROAD AND 120.8' WEST OF CENTERLINE OF PAVEMENT OF HILLANDALE
GS0108'DRIVE. IT IS ALSO 123.4'SOUTHWEST OF THE POINT OF INTERSECTION OF
GS0108'HILLANDALE AND SHADE ROADS 24.8'NORTHWEST OF A POWER POLE AND
GS0108'101.7' EAST OF A POWER POLE.
GS0108
|
|
|
|
|
|
|
|
|
|
|
|
2209682.0
|
550938.875
|
0101000020960E00003FB67AF5C8DB40410B46E36236D02041
|
true
|
2011-02-24 03:04:00 -0500
|
false
|
41.17556471111111111111
|
-81.623863325
|
-81.623863325
|
41.175564711111
|
2209681.91780737
|
550939.19314021
|
673512.395572477
|
167926.601922324
|
320
|
320
|
SUMMIT COUNTY GIS 109
|
GS0109
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
109
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
29.1349
|
N
|
81
|
35
|
36.79159
|
W
|
ADJUSTED
|
-33.65
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
167863.199
|
676056.409
|
0.9999409
|
+
|
0
|
35
|
43.7
|
|
MT
|
C
|
|
|
|
294.353
|
965.723
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED APPROX. 0.6 MILES SOUTHWEST OF IRA ROAD ON
THE WEST SIDE OF MARTIN ROAD. IT IS ALSO 21' WEST OF THE
CENTERLINE OF PAVEMENT OF MARTIN ROAD 130' SOUTHWEST OF A 2 1/2"
GAS STACK 54' NORTHEAST OF A POWER POLE PLATE #28 16' EAST OF AN
IRON FENCE AND 101.6' SOUTHEAST OF A POWER POLE #NOT4496.
|
2018-09-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0109 ***********************************************************************
GS0109 DESIGNATION - SUMMIT COUNTY GIS 109
GS0109 PID - GS0109
GS0109 STATE/COUNTY- OH/SUMMIT
GS0109 USGS QUAD - PENINSULA
GS0109
GS0109 HORZ DATUM - NAD 83(1986)
GS0109 VERT DATUM - NGVD 88
GS0109
GS0109 POSITION - 41 10 29.13490(N) 081 35 36.79159(W) ADJUSTED
GS0109 83 minus 27 -
GS0109
GS0109 HEIGHT - 294.353 (meters) 965.723 (feet) GPS OBS
GS0109 88 minus 29 -
GS0109 ***********************************************************************
GS0109 LAPLACE CORR-
GS0109 GEOID HEIGHT- -33.653
GS0109
GS0109 HORZ ORDER - FIRST
GS0109 VERT ORDER - THIRD
GS0109
GS0109.The horizontal coordinates were established by GPS observations
GS0109.and adjusted by the Woolpert Consultants in March 1997.
GS0109
GS0109.The orthometric height was determined by GPS observations.
GS0109
GS0109
GS0109.The geoid height was determined by GEOID93.
GS0109
GS0109; North East Scale Converg.
GS0109;SPC OH N - 167863.199 676056.409 0.99994090 +0 35 43.76 MT
GS0109;SPC OH N - 550731.179 2218028.402 US SURVEY FEET
GS0109
GS0109_STATION MARK IS A SURVEY DISK
GS0109_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0109_THE MARK IS STAMPED: SUMMIT COUNTY GIS 109
GS0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0109+STABILITY: SURFACE MOTION
GS0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0109+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0109
GS0109 HISTORY - Year Condition Recov. By
GS0109 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0109 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0109
GS0109 STATION DESCRIPTION
GS0109
GS0109'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0109'THE STATION IS LOCATED APPROX. 0.6 MILES SOUTHWEST OF IRA ROAD ON
GS0109'THE WEST SIDE OF MARTIN ROAD. IT IS ALSO 21' WEST OF THE
GS0109'CENTERLINE OF PAVEMENT OF MARTIN ROAD 130' SOUTHWEST OF A 2 1/2"
GS0109'GAS STACK 54' NORTHEAST OF A POWER POLE PLATE #28 16' EAST OF AN
GS0109'IRON FENCE AND 101.6' SOUTHEAST OF A POWER POLE #NOT4496.
GS0109
|
|
|
|
|
|
|
|
|
|
|
|
2218028.75
|
550730.875
|
0101000020960E00000F8E823316EC404158E48B5B96CE2041
|
true
|
2011-02-24 03:05:00 -0500
|
false
|
41.17475969444444444445
|
-81.59355321944444444444
|
-81.5935532194444
|
41.1747596944443
|
2218028.40242172
|
550731.178801666
|
676056.409170958
|
167863.199025129
|
321
|
321
|
SUMMIT COUNTY GIS 110
|
GS0110
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
110
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE CREWHISTORY - 2011 GOOD COSE CREW HISTORY 2016 GOOD SCE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
50.24264
|
N
|
81
|
33
|
28.30895
|
W
|
ADJUSTED
|
-33.66
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
168546.017
|
679043.838
|
0.9999411
|
+
|
0
|
37
|
8.17
|
|
MT
|
C
|
|
|
|
304.261
|
998.23
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF STEELS CORNERS ROAD
0.45 MILES WEST OF THE ENTRANCE TO BLOSSOM MUSIC CENTER. IT IS
ALSO 31.7' SOUTHEAST OF CENTERLINE OF PAVEMENT OF STEELS CORNERS
ROAD AND 45' SOUTHWEST OF POWER POLE NH-2519. 10' SOUTHEAST OF
POWER POLE M-13693. AT HOUSE #1375.
|
2021-12-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0110 ***********************************************************************
GS0110 DESIGNATION - SUMMIT COUNTY GIS 110
GS0110 PID - GS0110
GS0110 STATE/COUNTY- OH/SUMMIT
GS0110 USGS QUAD - PENINSULA
GS0110
GS0110 HORZ DATUM - NAD 83(1986)
GS0110 VERT DATUM - NGVD 88
GS0110
GS0110 POSITION - 41 10 50.24264(N) 081 33 28.30895(W) ADJUSTED
GS0110 83 minus 27 -
GS0110
GS0110 HEIGHT - 304.261 (meters) 998.230 (feet) GPS OBS
GS0110 88 minus 29 -
GS0110 ***********************************************************************
GS0110 LAPLACE CORR-
GS0110 GEOID HEIGHT- -33.667
GS0110
GS0110 HORZ ORDER - FIRST
GS0110 VERT ORDER - THIRD
GS0110
GS0110.The horizontal coordinates were established by GPS observations
GS0110.and adjusted by the Woolpert Consultants in March 1997.
GS0110
GS0110.The orthometric height was determined by GPS observations.
GS0110
GS0110
GS0110.The geoid height was determined by GEOID93.
GS0110
GS0110; North East Scale Converg.
GS0110;SPC OH N - 168546.017 679043.838 0.99994110 +0 37 8.172 MT
GS0110;SPC OH N - 552971.391 2227829.659 US SURVEY FEET
GS0110
GS0110_STATION MARK IS A SURVEY DISK
GS0110_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0110_THE MARK IS STAMPED: SUMMIT COUNTY GIS 110
GS0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0110+STABILITY: SURFACE MOTION
GS0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0110+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0110
GS0110 HISTORY - Year Condition Recov. By
GS0110 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0110
GS0110 STATION DESCRIPTION
GS0110
GS0110'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0110'THE STATION IS LOCATED ON THE SOUTH SIDE OF STEELS CORNERS ROAD
GS0110'0.45 MILES WEST OF THE ENTRANCE TO BLOSSOM MUSIC CENTER. IT IS
GS0110'ALSO 31.7' SOUTHEAST OF CENTERLINE OF PAVEMENT OF STELLS CORNERS
GS0110'ROAD 70.4' SOUTHEAST OF A POWER POLE AND 45' SOUTHWEST OF A POWER
GS0110'POLE.
GS0110
|
|
|
|
|
|
|
|
|
|
|
|
2227830.25
|
552971.0625
|
0101000020960E0000260658D43AFF40411A51FBC716E02041
|
true
|
2011-04-04 06:44:00 -0400
|
false
|
41.18062295555555555556
|
-81.55786359722222222222
|
-81.5578635972222
|
41.1806229555554
|
2227829.65893628
|
552971.39058927
|
679043.838131455
|
168546.016943626
|
322
|
322
|
SUMMIT COUNTY GIS 111
|
GS0111
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
111
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE CREWHISTORY - 2011 GOOD COSE CREW HISTORY 2016 GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
22.87763
|
N
|
81
|
31
|
52.65823
|
W
|
ADJUSTED
|
-33.64
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
167726.349
|
681282.277
|
0.9999408
|
+
|
0
|
38
|
11.0
|
|
MT
|
C
|
|
|
|
303.282
|
995.018
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF CHART ROAD .25 MILES
EAST OF NORTHAMPTON ROAD. IT IS 27.0' SOUTH OF CENTERLINE OF
PAVEMENT 37.9' SOUTHEAST OF A POWER POLE #210/7. ACROSS THE STREET FROM
HOUSE #639.
|
2022-01-25 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0111 ***********************************************************************
GS0111 DESIGNATION - SUMMIT COUNTY GIS 111
GS0111 PID - GS0111
GS0111 STATE/COUNTY- OH/SUMMIT
GS0111 USGS QUAD - PENINSULA
GS0111
GS0111 HORZ DATUM - NAD 83(1986)
GS0111 VERT DATUM - NGVD 88
GS0111
GS0111 POSITION - 41 10 22.87763(N) 081 31 52.65823(W) ADJUSTED
GS0111 83 minus 27 -
GS0111
GS0111 HEIGHT - 303.282 (meters) 995.018 (feet) GPS OBS
GS0111 88 minus 29 -
GS0111 ***********************************************************************
GS0111 LAPLACE CORR-
GS0111 GEOID HEIGHT- -33.648
GS0111
GS0111 HORZ ORDER - FIRST
GS0111 VERT ORDER - THIRD
GS0111
GS0111.The horizontal coordinates were established by GPS observations
GS0111.and adjusted by the Woolpert Consultants in March 1997.
GS0111
GS0111.The orthometric height was determined by GPS observations.
GS0111
GS0111
GS0111.The geoid height was determined by GEOID93.
GS0111
GS0111; North East Scale Converg.
GS0111;SPC OH N - 167726.349 681282.277 0.99994080 +0 38 11.01 MT
GS0111;SPC OH N - 550282.197 2235173.604 US SURVEY FEET
GS0111
GS0111_STATION MARK IS A SURVEY DISK
GS0111_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0111_THE MARK IS STAMPED: SUMMIT COUNTY GIS 111
GS0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0111+STABILITY: SURFACE MOTION
GS0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0111+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0111
GS0111 HISTORY - Year Condition Recov. By
GS0111 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0111
GS0111 STATION DESCRIPTION
GS0111
GS0111'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0111'THE STATION IS LOCATED ON THE SOUTH SIDE OF CHART ROAD .25 MILES
GS0111'EAST OF NORTHAMPTON ROAD. IT IS 27.0' SOUTH OF CENTERLINE OF
GS0111'PAVEMENT 37.9' SOUTHEAST OF A POWER POLE #210/7 AND 123.2'
GS0111'SOUTHWEST F A GAS LINE MARKER.
GS0111
|
|
|
|
|
|
|
|
|
|
|
|
2235173.0
|
550282.8125
|
0101000020960E00007B2D4BCD920D4141EE65F46314CB2041
|
true
|
2011-04-18 10:33:00 -0400
|
false
|
41.17302156388888888889
|
-81.53129395277777777778
|
-81.5312939527778
|
41.1730215638887
|
2235173.60385674
|
550282.195223985
|
681282.277020088
|
167726.348556949
|
323
|
323
|
SUMMIT COUNTY GIS 112
|
GS0112
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
112
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSE CREWHISTORY - 2011 GOOD COSE CREW 2015 GOOD - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
10.26649
|
N
|
81
|
33
|
59.69844
|
W
|
ADJUSTED
|
-33.54
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
161752.876
|
678384.952
|
0.9999396
|
+
|
0
|
36
|
47.5
|
|
MT
|
C
|
|
|
|
310.945
|
1020.159
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 40.9' SOUTH OF CENTERLINE OF PAVEMENT OF
FAIRFAX AND 46.9' EAST OF CENTERLINE OF PAVEMENT OF RAMPART. IT IS
ALSO 57.7' SOUTHEAST OF THE POINT OF INTERSECTION OF FAIRFAX AND
RAMPART ROADS 55.1' SOUTHWEST OF A POWER POLE WITH SCHOOL ZONE
LIGHTS. 5.5' NORTHEAST OF HISTORICAL MARKER FOR JUDY RESNIK. 6.4'
SOUTHEAST OF 10" OAK.
SIGHT IS CONSIDERED FAIR FOR GPS.
|
2018-06-05 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0112 ***********************************************************************
GS0112 DESIGNATION - SUMMIT COUNTY GIS 112
GS0112 PID - GS0112
GS0112 STATE/COUNTY- OH/SUMMIT
GS0112 USGS QUAD - AKRON WEST
GS0112
GS0112 HORZ DATUM - NAD 83(1986)
GS0112 VERT DATUM - NGVD 88
GS0112
GS0112 POSITION - 41 07 10.26649(N) 081 33 59.69844(W) ADJUSTED
GS0112 83 minus 27 -
GS0112
GS0112 HEIGHT - 310.945 (meters) 1020.159 (feet) GPS OBS
GS0112 88 minus 29 -
GS0112 ***********************************************************************
GS0112 LAPLACE CORR-
GS0112 GEOID HEIGHT- -33.540
GS0112
GS0112 HORZ ORDER - FIRST
GS0112 VERT ORDER - THIRD
GS0112
GS0112.The horizontal coordinates were established by GPS observations
GS0112.and adjusted by the Woolpert Consultants in March 1997.
GS0112
GS0112.The orthometric height was determined by GPS observations.
GS0112
GS0112
GS0112.The geoid height was determined by GEOID93.
GS0112
GS0112; North East Scale Converg.
GS0112;SPC OH N - 161752.876 678384.952 0.99993960 +0 36 47.55 MT
GS0112;SPC OH N - 530684.227 2225667.963 US SURVEY FEET
GS0112
GS0112_STATION MARK IS A SURVEY DISK
GS0112_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0112_THE MARK IS STAMPED: SUMMIT COUNTY GIS 112
GS0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0112+STABILITY: SURFACE MOTION
GS0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0112+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0112
GS0112 HISTORY - Year Condition Recov. By
GS0112 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0112
GS0112 STATION DESCRIPTION
GS0112
GS0112'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0112'THE STATION IS LOCATED 40.9' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0112'FAIRFAX AND 46.9' EAST OF CENTERLINE OF PAVEMENT OF RAMPART. IT IS
GS0112'ALSO 57.7' SOUTHEAST OF THE POINT OF INTERSECTION OF FAIRFAX AND
GS0112'RAMPART ROADS 55.1' SOUTHWEST OF A POWER POLE.
GS0112
|
|
|
|
|
|
|
|
|
|
|
|
2225668.25
|
530684.1875
|
0101000020960E00002CB649FB01FB4041F85C9974F8312041
|
true
|
2011-04-18 10:32:00 -0400
|
false
|
41.11951846944444444445
|
-81.5665829
|
-81.5665829
|
41.1195184694443
|
2225667.963187
|
530684.227732568
|
678384.951949301
|
161752.87611862
|
324
|
324
|
SUMMIT COUNTY GIS 113
|
GS0113
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
113
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2001 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2013 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
52.77089
|
N
|
81
|
28
|
23.75557
|
W
|
ADJUSTED
|
-33.64
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
168704.116
|
686140.265
|
0.9999411
|
+
|
0
|
40
|
28.2
|
|
MT
|
C
|
|
|
|
316.806
|
1039.388
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED AT THE SE INTERSECTION OF STEELS CORNERS
AND HUDSON ROADS. IT IS ALSO 103.3' NORTHWEST OF A POWER POLE
#ST-1138. 19' EAST OF A FIRE HYDRANT.43' SOUTHEAST OF A METAL TRAFFIC
LIGHT POLE. 60.7' NORTHWEST OF A UTILITY POLE WITH NO NUMBER,
19 FT NE OF A FIRE HYDRANT, 103 FT NW OF UTIL. POLE #ST-1138
|
2013-07-29 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0113 ***********************************************************************
GS0113 DESIGNATION - SUMMIT COUNTY GIS 113
GS0113 PID - GS0113
GS0113 STATE/COUNTY- OH/SUMMIT
GS0113 USGS QUAD - HUDSON
GS0113
GS0113 HORZ DATUM - NAD 83(1986)
GS0113 VERT DATUM - NGVD 88
GS0113
GS0113 POSITION - 41 10 52.77089(N) 081 28 23.75557(W) ADJUSTED
GS0113 83 minus 27 -
GS0113
GS0113 HEIGHT - 316.806 (meters) 1039.388 (feet) GPS OBS
GS0113 88 minus 29 -
GS0113 ***********************************************************************
GS0113 LAPLACE CORR-
GS0113 GEOID HEIGHT- -33.647
GS0113
GS0113 HORZ ORDER - FIRST
GS0113 VERT ORDER - THIRD
GS0113
GS0113.The horizontal coordinates were established by GPS observations
GS0113.and adjusted by the Woolpert Consultants in March 1997.
GS0113
GS0113.The orthometric height was determined by GPS observations.
GS0113
GS0113
GS0113.The geoid height was determined by GEOID93.
GS0113
GS0113; North East Scale Converg.
GS0113;SPC OH N - 168704.116 686140.265 0.99994110 +0 40 28.24 MT
GS0113;SPC OH N - 553490.087 2251111.853 US SURVEY FEET
GS0113
GS0113_STATION MARK IS A SURVEY DISK
GS0113_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0113_THE MARK IS STAMPED: SUMMIT COUNTY GIS 113
GS0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0113+STABILITY: SURFACE MOTION
GS0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0113+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0113
GS0113 HISTORY - Year Condition Recov. By
GS0113 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0113 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0113
GS0113 STATION DESCRIPTION
GS0113
GS0113'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0113'THE STATION IS LOCATED AT THE
GS0113'INTERSECTION OF STEELS CORNERS AND HUDSON ROADS. IT IS ALSO 103.3'
GS0113'NORTHWEST OF A POWER POLE #ST-1138. 19' EAST OF A FIRE HYDRANT.
GS0113'38' SOUTHEAST OF STEEL SIGNAL POLE. 106.5' SOUTHWEST OF A POWER POLE.
GS0113'MONUMENT IS 9 INCHES DEEP EAST OF HUDSON ROAD.
GS0113
|
|
|
|
|
|
|
|
|
|
|
|
2251111.5
|
553489.625
|
0101000020960E0000B2EA30EDB32C41412BBB042D24E42041
|
true
|
2013-07-30 07:07:00 -0400
|
false
|
41.18132524722222222223
|
-81.47326543611111111111
|
-81.4732654361111
|
41.1813252472221
|
2251111.85305532
|
553490.087926721
|
686140.265091792
|
168704.11620828
|
325
|
325
|
SUMMIT COUNTY GIS 114
|
GS0114
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
114
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
13.51292
|
N
|
81
|
25
|
29.94321
|
W
|
ADJUSTED
|
-33.64
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
169392.715
|
690182.842
|
0.9999413
|
+
|
0
|
42
|
22.4
|
|
MT
|
C
|
|
|
|
338.855
|
1111.727
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 29.4' NORTHEAST OF OF CENTERLINE OF PAVEMENT
OF FISHCREEK ROAD AND .12 MILES NORTH OF STOW ROAD. IT IS ALSO
58.4' NORTHEAST OF POWER POLE #ST-1919 46.6' NORTHWEST OF POWER
POLE #244/3. ACROSS FROM HOUSE NUMBERS 5030,5034
|
2017-10-10 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0114 ***********************************************************************
GS0114 DESIGNATION - SUMMIT COUNTY GIS 114
GS0114 PID - GS0114
GS0114 STATE/COUNTY- OH/SUMMIT
GS0114 USGS QUAD - HUDSON
GS0114
GS0114 HORZ DATUM - NAD 83(1986)
GS0114 VERT DATUM - NGVD 88
GS0114
GS0114 POSITION - 41 11 13.51292(N) 081 25 29.94321(W) ADJUSTED
GS0114 83 minus 27 -
GS0114
GS0114 HEIGHT - 338.855 (meters) 1111.727 (feet) GPS OBS
GS0114 88 minus 29 -
GS0114 ***********************************************************************
GS0114 LAPLACE CORR-
GS0114 GEOID HEIGHT- -33.648
GS0114
GS0114 HORZ ORDER - FIRST
GS0114 VERT ORDER - THIRD
GS0114
GS0114.The horizontal coordinates were established by GPS observations
GS0114.and adjusted by the Woolpert Consultants in March 1997.
GS0114
GS0114.The orthometric height was determined by GPS observations.
GS0114
GS0114
GS0114.The geoid height was determined by GEOID93.
GS0114
GS0114; North East Scale Converg.
GS0114;SPC OH N - 169392.715 690182.842 0.99994130 +0 42 22.43 MT
GS0114;SPC OH N - 555749.266 2264374.874 US SURVEY FEET
GS0114
GS0114_STATION MARK IS A SURVEY DISK
GS0114_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0114_THE MARK IS STAMPED: SUMMIT COUNTY GIS 114
GS0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0114+STABILITY: SURFACE MOTION
GS0114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0114+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0114
GS0114 HISTORY - Year Condition Recov. By
GS0114 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0114
GS0114 STATION DESCRIPTION
GS0114
GS0114'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0114'THE STATION IS LOCATED 29.4' NORTHEAST OF OF CENTERLINE OF PAVEMENT
GS0114'OF FISHCREEK ROAD AND .12 MILES NORTH OF STOW ROAD. IT IS ALSO
GS0114'58.4' NORTHEAST OF A POWER POLE 46.6' NORTHWEST OF A POWER POLE.
GS0114
|
|
|
|
|
|
|
|
|
|
|
|
2264374.0
|
555749.625
|
0101000020960E0000CB6EBD6F9B464141F1F55287CAF52041
|
true
|
2013-07-30 07:09:00 -0400
|
false
|
41.18708692222222222222
|
-81.424984225
|
-81.424984225
|
41.1870869222221
|
2264374.87296853
|
555749.264304815
|
690182.841646491
|
169392.714545519
|
326
|
326
|
SUMMIT COUNTY GIS 115
|
GS0115
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
115
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY -2010 GOOD COSE SURVEY FIELD CREWHISTORY -2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
30.50877
|
N
|
81
|
41
|
11.22794
|
W
|
ADJUSTED
|
-33.6
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
165977.954
|
668278.726
|
0.9999404
|
+
|
0
|
32
|
4.05
|
|
MT
|
C
|
|
|
|
311.212
|
1021.035
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.7' EAST OF CENTERLINE OF PAVEMENT OF
MEDINA LINE ROAD AND .2 MILES NORTH OF GRANGER ROAD. IT IS ALSO
108.7' SOUTH OF A POWER POLE #58BX/3-7, 34.0' NORTH OF A POWER
POLE #58BX/3-102 AND JUST SOUTH OF HOUSE #843 MEDINA LINE ROAD.
|
2018-07-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0115 ***********************************************************************
GS0115 DESIGNATION - SUMMIT COUNTY GIS 115
GS0115 PID - GS0115
GS0115 STATE/COUNTY- OH/SUMMIT
GS0115 USGS QUAD - WEST RICHFIELD
GS0115
GS0115 HORZ DATUM - NAD 83(1986)
GS0115 VERT DATUM - NGVD 88
GS0115
GS0115 POSITION - 41 09 30.50877(N) 081 41 11.22794(W) ADJUSTED
GS0115 83 minus 27 -
GS0115
GS0115 HEIGHT - 311.212 (meters) 1021.035 (feet) GPS OBS
GS0115 88 minus 29 -
GS0115 ***********************************************************************
GS0115 LAPLACE CORR-
GS0115 GEOID HEIGHT- -33.605
GS0115
GS0115 HORZ ORDER - FIRST
GS0115 VERT ORDER - THIRD
GS0115
GS0115.The horizontal coordinates were established by GPS observations
GS0115.and adjusted by the Woolpert Consultants in March 1997.
GS0115
GS0115.The orthometric height was determined by GPS observations.
GS0115
GS0115
GS0115.The geoid height was determined by GEOID93.
GS0115
GS0115; North East Scale Converg.
GS0115;SPC OH N - 165977.954 668278.726 0.99994040 +0 32 4.057 MT
GS0115;SPC OH N - 544546.004 2192511.120 US SURVEY FEET
GS0115
GS0115_STATION MARK IS A SURVEY DISK
GS0115_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0115_THE MARK IS STAMPED: SUMMIT COUNTY GIS 115
GS0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0115+STABILITY: SURFACE MOTION
GS0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0115+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0115
GS0115 HISTORY - Year Condition Recov. By
GS0115 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0115 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0115
GS0115 STATION DESCRIPTION
GS0115
GS0115'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0115'THE STATION IS LOCATED 28.7' EAST OF CENTERLINE OF PAVEMENT OF
GS0115'MEDINA LINE ROAD AND .2 MILES NORTH OF GRANGER ROAD. IT IS ALSO
GS0115'108.7' SOUTH OF A POWER POLE #58BX/3-7 34.0' NORTH OF A POWER
GS0115'POLE #58BX/3-102 AND JUST SOUTH OF HOUSE #843 MEDINA LINE ROAD.
GS0115
|
|
|
|
|
|
|
|
|
|
|
|
2192510.5
|
544545.75
|
0101000020960E0000C321868F3FBA40413F2F7201449E2041
|
true
|
2011-02-24 03:06:00 -0500
|
false
|
41.15847465833333333333
|
-81.68645220555555555555
|
-81.6864522055556
|
41.1584746583332
|
2192511.12128088
|
544546.002824284
|
668278.726323864
|
165977.953616735
|
327
|
327
|
SUMMIT COUNTY GIS 116
|
GS0116
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
116
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY -2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
19.89623
|
N
|
81
|
39
|
27.60116
|
W
|
ADJUSTED
|
-33.6
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
165673.535
|
670697.675
|
0.9999403
|
+
|
0
|
33
|
12.1
|
|
MT
|
C
|
|
|
|
304.321
|
998.427
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.3' SOUTH OF CENTERLINE OF PAVEMENT OF
GRANGER ROAD AND 155.0' EAST OF EXTENDED CENTERLINE OF PAVEMENT OF
SPRINGWATER ROAD. IT IS ALSO 153.8' SOUTHEAST OF THE POINT OF
INTERSECTION OF GRANGER AND SPRINGWATER ROADS, 79.3' SOUTHEAST OF A
POWER POLE AND 104.5' NORTHEAST OF A POWER POLE.
|
2018-08-24 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0116 ***********************************************************************
GS0116 DESIGNATION - SUMMIT COUNTY GIS 116
GS0116 PID - GS0116
GS0116 STATE/COUNTY- OH/SUMMIT
GS0116 USGS QUAD - WEST RICHFIELD
GS0116
GS0116 HORZ DATUM - NAD 83(1986)
GS0116 VERT DATUM - NGVD 88
GS0116
GS0116 POSITION - 41 09 19.89623(N) 081 39 27.60116(W) ADJUSTED
GS0116 83 minus 27 -
GS0116
GS0116 HEIGHT - 304.321 (meters) 998.427 (feet) GPS OBS
GS0116 88 minus 29 -
GS0116 ***********************************************************************
GS0116 LAPLACE CORR-
GS0116 GEOID HEIGHT- -33.604
GS0116
GS0116 HORZ ORDER - FIRST
GS0116 VERT ORDER - THIRD
GS0116
GS0116.The horizontal coordinates were established by GPS observations
GS0116.and adjusted by the Woolpert Consultants in March 1997.
GS0116
GS0116.The orthometric height was determined by GPS observations.
GS0116
GS0116
GS0116.The geoid height was determined by GEOID93.
GS0116
GS0116; North East Scale Converg.
GS0116;SPC OH N - 165673.535 670697.675 0.99994030 +0 33 12.13 MT
GS0116;SPC OH N - 543547.256 2200447.289 US SURVEY FEET
GS0116
GS0116_STATION MARK IS A SURVEY DISK
GS0116_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0116_THE MARK IS STAMPED: SUMMIT COUNTY GIS 116
GS0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0116+STABILITY: SURFACE MOTION
GS0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0116+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0116
GS0116 HISTORY - Year Condition Recov. By
GS0116 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0116 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0116
GS0116 STATION DESCRIPTION
GS0116
GS0116'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0116'THE STATION IS LOCATED 22.3' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0116'GRANGER ROAD AND 155.0' EAST OF EXTENDED CENTERLINE OF PAVEMENT OF
GS0116'SPRINGWATER ROAD. IT IS ALSO 153.8' SOUTHEAST OF THE POINT OF
GS0116'INTERSECTION OF GRANGER AND SPRINGWATER ROADS 79.3' SOUTHEAST OF A
GS0116'POWER POLE AND 104.5' NORTHEAST OF A POWER POLE.
GS0116
|
|
|
|
|
|
|
|
|
|
|
|
2200446.75
|
543546.6875
|
0101000020960E0000EA62CFA4BFC9404198CE728276962041
|
true
|
2011-02-24 03:07:00 -0500
|
false
|
41.15552673055555555556
|
-81.65766698888888888889
|
-81.6576669888889
|
41.1555267305554
|
2200447.28757893
|
543547.254782158
|
670697.674649407
|
165673.534604654
|
328
|
328
|
SUMMIT COUNTY GIS 117
|
GS0117
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
117
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
30.96722
|
N
|
81
|
38
|
30.65831
|
W
|
ADJUSTED
|
-33.61
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
166027.971
|
672021.844
|
0.9999404
|
+
|
0
|
33
|
49.5
|
|
MT
|
C
|
|
|
|
285.14
|
935.497
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 18.5' SOUTH OF CENTERLINE OF PAVEMENT OF
GRANGER ROAD AND .1 MILES WEST OF ROBINWOOD HILLS DRIVE. IT IS
ALSO 111.5' EAST OF POWER POLE #25/AMP/T, 100.9' SOUTHWEST OF POWER
POLE #1073/10, 80.9' WEST OF POWER POLE #BH-1178 AND WEST OF HOUSE
#3650 GRANGER ROAD.
GOOD FOR GPS.
|
2018-09-04 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0117 ***********************************************************************
GS0117 DESIGNATION - SUMMIT COUNTY GIS 117
GS0117 PID - GS0117
GS0117 STATE/COUNTY- OH/SUMMIT
GS0117 USGS QUAD - WEST RICHFIELD
GS0117
GS0117 HORZ DATUM - NAD 83(1986)
GS0117 VERT DATUM - NGVD 88
GS0117
GS0117 POSITION - 41 09 30.96722(N) 081 38 30.65831(W) ADJUSTED
GS0117 83 minus 27 -
GS0117
GS0117 HEIGHT - 285.140 (meters) 935.497 (feet) GPS OBS
GS0117 88 minus 29 -
GS0117 ***********************************************************************
GS0117 LAPLACE CORR-
GS0117 GEOID HEIGHT- -33.612
GS0117
GS0117 HORZ ORDER - FIRST
GS0117 VERT ORDER - THIRD
GS0117
GS0117.The horizontal coordinates were established by GPS observations
GS0117.and adjusted by the Woolpert Consultants in March 1997.
GS0117
GS0117.The orthometric height was determined by GPS observations.
GS0117
GS0117
GS0117.The geoid height was determined by GEOID93.
GS0117
GS0117; North East Scale Converg.
GS0117;SPC OH N - 166027.971 672021.844 0.99994040 +0 33 49.54 MT
GS0117;SPC OH N - 544710.102 2204791.667 US SURVEY FEET
GS0117
GS0117_STATION MARK IS A SURVEY DISK
GS0117_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0117_THE MARK IS STAMPED: SUMMIT COUNTY GIS 117
GS0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0117+STABILITY: SURFACE MOTION
GS0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0117+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0117
GS0117 HISTORY - Year Condition Recov. By
GS0117 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0117 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0117
GS0117 STATION DESCRIPTION
GS0117
GS0117'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0117'THE STATION IS LOCATED 18.5' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0117'GRANGER ROAD AND .1 MILES WEST OF ROBINWOOD HILLS DRIVE. IT IS
GS0117'ALSO 111.5' EAST OF A POWER POLE 100.9' SOUTHWEST OF A POWER POLE
GS0117'80.9' WEST OF A POWER POLE AND WEST OF HOUSE #3650 GRANGER ROAD.
GS0117
|
|
|
|
|
|
|
|
|
|
|
|
2204790.5
|
544710.6875
|
0101000020960E0000496633D53BD24041A44153338C9F2041
|
true
|
2011-02-24 01:57:00 -0500
|
false
|
41.15860200555555555556
|
-81.64184953055555555555
|
-81.6418495305555
|
41.1586020055554
|
2204791.66563109
|
544710.100244571
|
672021.843728044
|
166027.970610471
|
329
|
329
|
SUMMIT COUNTY GIS 118
|
GS0118
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
118
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
26.34903
|
N
|
81
|
37
|
41.06706
|
W
|
ADJUSTED
|
-33.61
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
165896.986
|
673179.351
|
0.9999403
|
+
|
0
|
34
|
22.1
|
|
MT
|
C
|
|
|
|
274.349
|
900.093
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.2' NORTH OF CENTERLINE OF PAVEMENT OF
YELLOWCREEK ROAD AND .1 MILES WEST OF CENTERLINE OF PAVEMENT OF
I-77 OVERPASS. IT IS ALSO 107.1' SOUTHEAST OF POWER POLE #BH-802, 97.2'
WEST OF A POWER POLE WITH NO NUMBER AND 61.8' NORTHWEST OF
TELEPHONE POLE #95200/3430. 108' EAST OF DRIVE #3436.
|
2022-01-10 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0118 ***********************************************************************
GS0118 DESIGNATION - SUMMIT COUNTY GIS 118
GS0118 PID - GS0118
GS0118 STATE/COUNTY- OH/SUMMIT
GS0118 USGS QUAD - WEST RICHFIELD
GS0118
GS0118 HORZ DATUM - NAD 83(1986)
GS0118 VERT DATUM - NGVD 88
GS0118
GS0118 POSITION - 41 09 26.34903(N) 081 37 41.06706(W) ADJUSTED
GS0118 83 minus 27 -
GS0118
GS0118 HEIGHT - 274.349 (meters) 900.093 (feet) GPS OBS
GS0118 88 minus 29 -
GS0118 ***********************************************************************
GS0118 LAPLACE CORR-
GS0118 GEOID HEIGHT- -33.612
GS0118
GS0118 HORZ ORDER - FIRST
GS0118 VERT ORDER - THIRD
GS0118
GS0118.The horizontal coordinates were established by GPS observations
GS0118.and adjusted by the Woolpert Consultants in March 1997.
GS0118
GS0118.The orthometric height was determined by GPS observations.
GS0118
GS0118
GS0118.The geoid height was determined by GEOID93.
GS0118
GS0118; North East Scale Converg.
GS0118;SPC OH N - 165896.986 673179.351 0.99994030 +0 34 22.12 MT
GS0118;SPC OH N - 544280.362 2208589.254 US SURVEY FEET
GS0118
GS0118_STATION MARK IS A SURVEY DISK
GS0118_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0118_THE MARK IS STAMPED: SUMMIT COUNTY GIS 118
GS0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0118+STABILITY: SURFACE MOTION
GS0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0118+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0118
GS0118 HISTORY - Year Condition Recov. By
GS0118 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0118 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0118
GS0118 STATION DESCRIPTION
GS0118
GS0118'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0118'THE STATION IS LOCATED 24.2' NORTH OF CENTERLINE OF PAVEMENT OF
GS0118'YELLOWCREEK ROAD AND .1 MILES WEST OF CENTERLINE OF PAVEMENT OF
GS0118'I-77 OVERPASS. IT IS ALSO 107.1' SOUTHEAST OF A POWER POLE 97.2'
GS0118'WEST OF A POWER POLE AND 61.8' NORTHWEST OF A TELEPHONE POLE.
GS0118
|
|
|
|
|
|
|
|
|
|
|
|
2208589.25
|
544280.0
|
0101000020960E00002DAB76A0A6D94041E1B6FDB8309C2041
|
true
|
2011-02-24 03:08:00 -0500
|
false
|
41.157319175
|
-81.62807418333333333334
|
-81.6280741833333
|
41.1573191749998
|
2208589.25362148
|
544280.361310687
|
673179.350862529
|
165896.985921454
|
330
|
330
|
SUMMIT COUNTY GIS 119
|
GS0119
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
119
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
21.96661
|
N
|
81
|
36
|
36.62985
|
W
|
ADJUSTED
|
-33.61
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
165776.98
|
674682.932
|
0.9999403
|
+
|
0
|
35
|
4.45
|
|
MT
|
C
|
|
|
|
261.571
|
858.171
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED APPROX. 0.4 MILES SOUTHWEST OF OAK KNOLL
DRIVE ON THE SOUTH SIDE OF YELLOW CREEK ROAD. IT IS ALSO 300'+-
WEST OF HOUSE #2844, 27.1' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
YELLOW CREEK ROAD, 25.3' SOUTHWEST OF A POWER POLE #44653, 61.5'
SOUTHWEST OF A 24" CULVERT AND 60' NORTHEAST OF DRIVE TO HSE 2926.
1' NORTH OF CARSONITE MARKER.
|
2022-01-12 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0119 ***********************************************************************
GS0119 DESIGNATION - SUMMIT COUNTY GIS 119
GS0119 PID - GS0119
GS0119 STATE/COUNTY- OH/SUMMIT
GS0119 USGS QUAD - PENINSULA
GS0119
GS0119 HORZ DATUM - NAD 83(1986)
GS0119 VERT DATUM - NGVD 88
GS0119
GS0119 POSITION - 41 09 21.96661(N) 081 36 36.62985(W) ADJUSTED
GS0119 83 minus 27 -
GS0119
GS0119 HEIGHT - 261.571 (meters) 858.171 (feet) GPS OBS
GS0119 88 minus 29 -
GS0119 ***********************************************************************
GS0119 LAPLACE CORR-
GS0119 GEOID HEIGHT- -33.613
GS0119
GS0119 HORZ ORDER - FIRST
GS0119 VERT ORDER - THIRD
GS0119
GS0119.The horizontal coordinates were established by GPS observations
GS0119.and adjusted by the Woolpert Consultants in March 1997.
GS0119
GS0119.The orthometric height was determined by GPS observations.
GS0119
GS0119
GS0119.The geoid height was determined by GEOID93.
GS0119
GS0119; North East Scale Converg.
GS0119;SPC OH N - 165776.980 674682.932 0.99994030 +0 35 4.455 MT
GS0119;SPC OH N - 543886.642 2213522.253 US SURVEY FEET
GS0119
GS0119_STATION MARK IS A SURVEY DISK
GS0119_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0119_THE MARK IS STAMPED: SUMMIT COUNTY GIS 119
GS0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0119+STABILITY: SURFACE MOTION
GS0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0119+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0119
GS0119 HISTORY - Year Condition Recov. By
GS0119 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0119 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0119
GS0119 STATION DESCRIPTION
GS0119
GS0119'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0119'THE STATION IS LOCATED APPROX. 0.4 MILES SOUTHWEST OF OAK KNOLL
GS0119'DRIVE ON THE SOUTH SIDE OF YELLOW CREEK ROAD. IT IS ALSO 300'+-
GS0119'WEST OF HOUSE #2844 27.1' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
GS0119'YELLOW CREEK ROAD 25.3' SOUTHWEST OF A POWER POLE #44653 61.5'
GS0119'SOUTHWEST OF A 24" CULVERT AND 60' NORTHEAST OF OIL WELL DRIVE.
GS0119
|
|
|
|
|
|
|
|
|
|
|
|
2213522.0
|
543886.4375
|
0101000020960E00007535602049E34041F52791481D992041
|
true
|
2011-02-23 09:33:00 -0500
|
false
|
41.15610183611111111111
|
-81.61017495833333333333
|
-81.6101749583333
|
41.156101836111
|
2213522.25293606
|
543886.641732453
|
674682.932060775
|
165776.979953997
|
331
|
331
|
SUMMIT COUNTY GIS 120
|
GS0120
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
120
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2022 COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
0.66152
|
N
|
81
|
34
|
35.5808
|
W
|
ADJUSTED
|
-33.63
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
166999.885
|
677492.311
|
0.9999406
|
+
|
0
|
36
|
23.9
|
|
MT
|
C
|
|
|
|
225.558
|
740.018
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF RIVERVIEW ROAD .40 MILES
NORTH OF BATH ROAD. IT IS ALSO 22.0' WEST OF CENTERLINE OF PAVEMENT
OF RIVERVIEW ROAD 263' NORTH OF AKRON CORPORATION LIMIT SIGN AND
41.0' SOUTH OF AN IRON PIN SET. SIGHT IS CONSIDERED GOOD FOR GPS.
|
2022-01-12 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0120 ***********************************************************************
GS0120 DESIGNATION - SUMMIT COUNTY GIS 120
GS0120 PID - GS0120
GS0120 STATE/COUNTY- OH/SUMMIT
GS0120 USGS QUAD - PENINSULA
GS0120
GS0120 HORZ DATUM - NAD 83(1986)
GS0120 VERT DATUM - NGVD 88
GS0120
GS0120 POSITION - 41 10 00.66152(N) 081 34 35.58080(W) ADJUSTED
GS0120 83 minus 27 -
GS0120
GS0120 HEIGHT - 225.558 (meters) 740.018 (feet) GPS OBS
GS0120 88 minus 29 -
GS0120 ***********************************************************************
GS0120 LAPLACE CORR-
GS0120 GEOID HEIGHT- -33.638
GS0120
GS0120 HORZ ORDER - FIRST
GS0120 VERT ORDER - THIRD
GS0120
GS0120.The horizontal coordinates were established by GPS observations
GS0120.and adjusted by the Woolpert Consultants in March 1997.
GS0120
GS0120.The orthometric height was determined by GPS observations.
GS0120
GS0120
GS0120.The geoid height was determined by GEOID93.
GS0120
GS0120; North East Scale Converg.
GS0120;SPC OH N - 166999.885 677492.311 0.99994060 +0 36 23.97 MT
GS0120;SPC OH N - 547898.789 2222739.357 US SURVEY FEET
GS0120
GS0120_STATION MARK IS A SURVEY DISK
GS0120_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0120_THE MARK IS STAMPED: SUMMIT COUNTY GIS 120
GS0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0120+STABILITY: SURFACE MOTION
GS0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0120+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0120
GS0120 HISTORY - Year Condition Recov. By
GS0120 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0120
GS0120 STATION DESCRIPTION
GS0120
GS0120'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0120'THE STATION IS LOCATED ON THE WEST SIDE OF RIVERVIEW ROAD .40 MILES
GS0120'NORTH OF BATH ROAD. IT IS ALSO 22.0' WEST OF CENTERLINE OF PAVEMENT
GS0120'OF RIVERVIEW ROAD 263' NORTH OF AKRON CORPORATION LIMIT SIGN AND
GS0120'41.0' SOUTH OF AN IRON PIN SET.
GS0120
|
|
|
|
|
|
|
|
|
|
|
|
2222738.5
|
547899.0
|
0101000020960E0000B3A0C9AD49F54041000F989475B82041
|
true
|
2011-04-18 10:31:00 -0400
|
false
|
41.16685042222222222223
|
-81.57655022222222222223
|
-81.5765502222222
|
41.1668504222221
|
2222739.35771569
|
547898.790222615
|
677492.311216365
|
166999.885259608
|
332
|
332
|
SUMMIT COUNTY GIS 121
|
GS0121
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
121
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE CREWHISTORY - 2011 GOOD COSE CREW HISTORY 2016 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
1.49825
|
N
|
81
|
33
|
11.73889
|
W
|
ADJUSTED
|
-33.64
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
167046.649
|
679446.313
|
0.9999406
|
+
|
0
|
37
|
19.0
|
|
MT
|
C
|
|
|
|
288.607
|
946.871
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF BATH ROAD 1.0 MILES
WEST OF NORTHAMPTON ROAD. IT IS ALSO 23.5' NORTH OF THE CENTERLINE
OF PAVEMENT OF WEST BATH ROAD 51.5' NORTHWEST OF A TELEPHONE
POLE #83406. 35.4' SOUTHEAST OF POWER POLE #1355, AND 75'+- EAST OF
EXTENDED CENTERLINE OF A DRIVEWAY FOR HOUSE #1366 WEST BATH
ROAD.
|
2016-09-15 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0121 ***********************************************************************
GS0121 DESIGNATION - SUMMIT COUNTY GIS 121
GS0121 PID - GS0121
GS0121 STATE/COUNTY- OH/SUMMIT
GS0121 USGS QUAD - PENINSULA
GS0121
GS0121 HORZ DATUM - NAD 83(1986)
GS0121 VERT DATUM - NGVD 88
GS0121
GS0121 POSITION - 41 10 01.49825(N) 081 33 11.73889(W) ADJUSTED
GS0121 83 minus 27 -
GS0121
GS0121 HEIGHT - 288.607 (meters) 946.871 (feet) GPS OBS
GS0121 88 minus 29 -
GS0121 ***********************************************************************
GS0121 LAPLACE CORR-
GS0121 GEOID HEIGHT- -33.640
GS0121
GS0121 HORZ ORDER - FIRST
GS0121 VERT ORDER - THIRD
GS0121
GS0121.The horizontal coordinates were established by GPS observations
GS0121.and adjusted by the Woolpert Consultants in March 1997.
GS0121
GS0121.The orthometric height was determined by GPS observations.
GS0121
GS0121
GS0121.The geoid height was determined by GEOID93.
GS0121
GS0121; North East Scale Converg.
GS0121;SPC OH N - 167046.649 679446.313 0.99994060 +0 37 19.05 MT
GS0121;SPC OH N - 548052.214 2229150.112 US SURVEY FEET
GS0121
GS0121_STATION MARK IS A SURVEY DISK
GS0121_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0121_THE MARK IS STAMPED: SUMMIT COUNTY GIS 121
GS0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0121+STABILITY: SURFACE MOTION
GS0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0121+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0121
GS0121 HISTORY - Year Condition Recov. By
GS0121 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0121
GS0121 STATION DESCRIPTION
GS0121
GS0121'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0121'THE STATION IS LOCATED ON THE SIDE OF BATH ROAD 1.0 MILES WEST OF
GS0121'NORTHAMPTON ROAD. IT IS ALSO 23.5' NORTH OF CENTERLINE OF PAVEMENT
GS0121'OF WEST BATH ROAD 51.5' NORTHWEST OF A TELEPHONE POLE 35.4'
GS0121'SOUTHEAST OF A POWER POLE AND 75'+- EAST OF EXTENDED CENTERLINE OF
GS0121'A DRIVEWAY FOR HOUSE #1366 WEST BATH ROAD.
GS0121
|
|
|
|
|
|
|
|
|
|
|
|
2229150.0
|
548052.5625
|
0101000020960E000011572D0ECF0141417D75506DA8B92041
|
true
|
2011-04-18 10:29:00 -0400
|
false
|
41.16708284722222222223
|
-81.55326080277777777778
|
-81.5532608027778
|
41.1670828472221
|
2229150.11075867
|
548052.213504478
|
679446.312651868
|
167046.648769445
|
333
|
333
|
SUMMIT COUNTY GIS 122
|
GS0122
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
122
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE CREWHISTORY - 2011 GOOD COSE CREW HISTORY 2016 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
31.13196
|
N
|
81
|
30
|
44.81045
|
W
|
ADJUSTED
|
-33.61
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
166147.969
|
682881.667
|
0.9999404
|
+
|
0
|
38
|
55.5
|
|
MT
|
C
|
|
|
|
308.87
|
1013.351
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.9' NORTH OF CENTERLINE OF PAVEMENT OF
WEST BATH ROAD AND .1 MILES WEST OF STATE ROAD. IT IS ALSO 76.0'
EAST OF A POWER POLE #56/4 AND 59.8' WEST OF A POWER POLE #56/3.
BETWEEN HOUSES #67 AND #45.
|
2016-09-15 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0122 ***********************************************************************
GS0122 DESIGNATION - SUMMIT COUNTY GIS 122
GS0122 PID - GS0122
GS0122 STATE/COUNTY- OH/SUMMIT
GS0122 USGS QUAD - PENINSULA
GS0122
GS0122 HORZ DATUM - NAD 83(1986)
GS0122 VERT DATUM - NGVD 88
GS0122
GS0122 POSITION - 41 09 31.13196(N) 081 30 44.81045(W) ADJUSTED
GS0122 83 minus 27 -
GS0122
GS0122 HEIGHT - 308.870 (meters) 1013.351 (feet) GPS OBS
GS0122 88 minus 29 -
GS0122 ***********************************************************************
GS0122 LAPLACE CORR-
GS0122 GEOID HEIGHT- -33.613
GS0122
GS0122 HORZ ORDER - FIRST
GS0122 VERT ORDER - THIRD
GS0122
GS0122.The horizontal coordinates were established by GPS observations
GS0122.and adjusted by the Woolpert Consultants in March 1997.
GS0122
GS0122.The orthometric height was determined by GPS observations.
GS0122
GS0122
GS0122.The geoid height was determined by GEOID93.
GS0122
GS0122; North East Scale Converg.
GS0122;SPC OH N - 166147.969 682881.667 0.99994040 +0 38 55.58 MT
GS0122;SPC OH N - 545103.795 2240420.936 US SURVEY FEET
GS0122
GS0122_STATION MARK IS A SURVEY DISK
GS0122_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0122_THE MARK IS STAMPED: SUMMIT COUNTY GIS 122
GS0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0122+STABILITY: SURFACE MOTION
GS0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0122+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0122
GS0122 HISTORY - Year Condition Recov. By
GS0122 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0122
GS0122 STATION DESCRIPTION
GS0122
GS0122'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0122'THE STATION IS LOCATED 27.9' NORTH OF CENTERLINE OF PAVEMENT OF
GS0122'WEST BATH ROAD AND .1 MILES WEST OF STATE ROAD. IT IS ALSO 76.0'
GS0122'EAST OF A POWER POLE AND 59.8' WEST OF A POWER POLE.
GS0122
|
|
|
|
|
|
|
|
|
|
|
|
2240422.0
|
545104.4375
|
0101000020960E0000E26AAE77D217414199A492969FA22041
|
true
|
2011-04-18 10:27:00 -0400
|
false
|
41.15864776666666666667
|
-81.51244734722222222222
|
-81.5124473472222
|
41.1586477666665
|
2240420.9350103
|
545103.794087547
|
682881.666754473
|
166147.968733808
|
334
|
334
|
RI 6
|
CE1085
|
OH
|
Summit
|
West Richfield
|
|
|
Chiseled Square
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSE - 2000 - GOOD COSE - 2011 - GOOD COSE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
14
|
23.1
|
N
|
81
|
37
|
35.13
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
982.04
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
THE STATION IS LOCATED 0.8 MILES EAST OF BRECKSVILLE ROAD, 28.0' SOUTH OF AND 7.0' LOWER THAN THE CENTERLINE OF PAVEMENT OF S.R. 303 AT THE DRAIN CROSSING ON THE EAST END OF A CONCRETE HEADWALL OF A CULVERT EAST OF HOUSE #3794.
|
2022-01-13 00:00:00 -0500
|
SCE
|
Good
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1085 *********************************************************************
CE1085 DESIGNATION - RI 6
CE1085 PID - CE1085
CE1085 STATE/COUNTY- OH/SUMMIT
CE1085
CE1085 HORZ DATUM - NAD 83(1986)
CE1085 VERT DATUM - NGVD 29
CE1085
CE1085 POSITION - 41 14 23.10 (N) 081 37 35.13 (W) SCALED
CE1085 83 MINUS 27 -
CE1085
CE1085 HEIGHT - (meters) 982.04 (feet) ADJUST
CE1085 88 MINUS 29 -
CE1085 *********************************************************************
CE1085
CE1085 VERT ORDER - THIRD
CE1085
CE1085 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1085 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1085 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1085
CE1085_STATION MARK IS A CHISELED SQUARE
CE1085_WITH SETTING: SET IN TOP OF CONCRETEHEADWALL OF A CULVERT
CE1085_THE MARK IS STAMPED: NO STAMP
CE1085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1085+STABILITY: SURFACE MOTION
CE1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1085+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1085
CE1085 HISTORY - Year Condition Recov. By
CE1085 HISTORY - 1989 - GOOD COSE
CE1085 HISTORY - 2000 - GOOD COSE
CE1085 STATION DESCRIPTION
CE1085
CE1085 DESCRIBED BY COSE
CE1085 THE STATION IS LOCATED 0.8 MILES EAST OF BRECKSVILLE
CE1085 ROAD 28.0' SOUTH OF AND 7.0' LOWER THAN THE
CE1085 CENTERLINE OF PAVEMENT OF S.R. 303 AT THE DRAIN
CE1085 CROSSING ON THE CONCRETE HEADWALL OF A CULVERT EAST
CE1085 OF HOUSE #3794.
CE1085
|
|
|
|
|
|
|
|
|
|
|
|
2208752.75
|
574306.625
|
0101000020960E00007B485B44F3D940413D950B9ED8862141
|
true
|
2011-02-25 03:04:00 -0500
|
false
|
41.23975
|
-81.626425
|
-81.626425
|
41.2397499999999
|
2208742.53403574
|
574316.308682121
|
673226.070826235
|
175051.960990215
|
337
|
337
|
SUMMIT COUNTY GIS 123
|
GS0123
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
123
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE CREWHISTORY - 2011 GOOD COSE CREW-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
23.92367
|
N
|
81
|
29
|
38.73509
|
W
|
ADJUSTED
|
-33.63
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
167793.95
|
684403.223
|
0.9999408
|
+
|
0
|
39
|
38.9
|
|
MT
|
C
|
|
|
|
305.093
|
1000.959
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE EAST SIDE OF WYOGA LAKE ROAD 0.45
MILES SOUTH OF STEELS CORNERS ROAD. IT IS ALSO 63.8' EAST OF A
TELEPHONE POLE 13.8' SOUTHEAST OF A FIRE HYDRANT AND 39.7'
SOUTHWEST OF A POWER POLE. JUST EAST OF FALLS DRIVING RANGE.
HOUSE #3873.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0123 ***********************************************************************
GS0123 DESIGNATION - SUMMIT COUNTY GIS 123
GS0123 PID - GS0123
GS0123 STATE/COUNTY- OH/SUMMIT
GS0123 USGS QUAD - HUDSON
GS0123
GS0123 HORZ DATUM - NAD 83(1986)
GS0123 VERT DATUM - NGVD 88
GS0123
GS0123 POSITION - 41 10 23.92367(N) 081 29 38.73509(W) ADJUSTED
GS0123 83 minus 27 -
GS0123
GS0123 HEIGHT - 305.093 (meters) 1000.959 (feet) GPS OBS
GS0123 88 minus 29 -
GS0123 ***********************************************************************
GS0123 LAPLACE CORR-
GS0123 GEOID HEIGHT- -33.637
GS0123
GS0123 HORZ ORDER - FIRST
GS0123 VERT ORDER - THIRD
GS0123
GS0123.The horizontal coordinates were established by GPS observations
GS0123.and adjusted by the Woolpert Consultants in March 1997.
GS0123
GS0123.The orthometric height was determined by GPS observations.
GS0123
GS0123
GS0123.The geoid height was determined by GEOID93.
GS0123
GS0123; North East Scale Converg.
GS0123;SPC OH N - 167793.950 684403.223 0.99994080 +0 39 38.99 MT
GS0123;SPC OH N - 550503.984 2245412.907 US SURVEY FEET
GS0123
GS0123_STATION MARK IS A SURVEY DISK
GS0123_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0123_THE MARK IS STAMPED: SUMMIT COUNTY GIS 123
GS0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0123+STABILITY: SURFACE MOTION
GS0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0123+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0123
GS0123 HISTORY - Year Condition Recov. By
GS0123 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0123
GS0123 STATION DESCRIPTION
GS0123
GS0123'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0123'THE STATION IS LOCATED ON THE EAST SIDE OF WYOGA LAKE ROAD 0.45
GS0123'MILES SOUTH OF STEELS CORNERS ROAD. IT IS ALSO 63.8' EAST OF A
GS0123'TELEPHONE POLE 13.8' SOUTHEAST OF A FIRE HYDRANT AND 39.7'
GS0123'SOUTHWEST OF A POWER POLE.
GS0123
|
|
|
|
|
|
|
|
|
|
|
|
2245412.5
|
550504.375
|
0101000020960E00009CF4427492214141A2992CF8CFCC2041
|
true
|
2011-04-18 10:25:00 -0400
|
false
|
41.17331213055555555556
|
-81.49409308055555555555
|
-81.4940930805556
|
41.1733121305554
|
2245412.90829332
|
550503.984715272
|
684403.22325425
|
167793.950129098
|
338
|
338
|
SUMMIT COUNTY GIS 124
|
GS0124
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
124
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE HISTORY - 2004 GOOD COSE HISTORY - 2013 GOOD COSE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
30.19434
|
N
|
81
|
27
|
27.76427
|
W
|
ADJUSTED
|
-33.63
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
168023.215
|
687453.392
|
0.9999409
|
+
|
0
|
41
|
5.03
|
|
MT
|
C
|
|
|
|
322.006
|
1056.448
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 25.0' EAST OF CENTERLINE OF PAVEMENT OF
LEEWOOD DRIVE AND 130.2' SOUTH OF CENTERLINE OF PAVEMENT OF
WOODLAKE DRIVE. IT IS ALSO 145.8' NORTH OF CENTERLINE OF PAVEMENT
OF GREENTREE 134.4' SOUTHEAST OF THE POINT OF INTERSECTION OF
LEEWOOD DRIVE AND WOODLAKE 148.5' NORTHEAST OF LEEWOOD DRIVE AND
GREENTREE. BETWEEN HOUSES #3997 AND #3987 LEEWOOD DRIVE.
|
2017-10-05 00:00:00 -0400
|
SCE
|
Good
|
GOOD
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0124 ***********************************************************************
GS0124 DESIGNATION - SUMMIT COUNTY GIS 124
GS0124 PID - GS0124
GS0124 STATE/COUNTY- OH/SUMMIT
GS0124 USGS QUAD - HUDSON
GS0124
GS0124 HORZ DATUM - NAD 83(1986)
GS0124 VERT DATUM - NGVD 88
GS0124
GS0124 POSITION - 41 10 30.19434(N) 081 27 27.76427(W) ADJUSTED
GS0124 83 minus 27 -
GS0124
GS0124 HEIGHT - 322.006 (meters) 1056.448 (feet) GPS OBS
GS0124 88 minus 29 -
GS0124 ***********************************************************************
GS0124 LAPLACE CORR-
GS0124 GEOID HEIGHT- -33.633
GS0124
GS0124 HORZ ORDER - FIRST
GS0124 VERT ORDER - THIRD
GS0124
GS0124.The horizontal coordinates were established by GPS observations
GS0124.and adjusted by the Woolpert Consultants in March 1997.
GS0124
GS0124.The orthometric height was determined by GPS observations.
GS0124
GS0124
GS0124.The geoid height was determined by GEOID93.
GS0124
GS0124; North East Scale Converg.
GS0124;SPC OH N - 168023.215 687453.392 0.99994090 +0 41 5.032 MT
GS0124;SPC OH N - 551256.165 2255420.004 US SURVEY FEET
GS0124
GS0124_STATION MARK IS A SURVEY DISK
GS0124_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0124_THE MARK IS STAMPED: SUMMIT COUNTY GIS 124
GS0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0124+STABILITY: SURFACE MOTION
GS0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0124+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0124
GS0124 HISTORY - Year Condition Recov. By
GS0124 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0124
GS0124 STATION DESCRIPTION
GS0124
GS0124'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0124'THE STATION IS LOCATED 25.0' EAST OF CENTERLINE OF PAVEMENT OF
GS0124'LEEWOOD DRIVE AND 130.2' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0124'WOODLAKE DRIVE. IT IS ALSO 145.8' NORTH OF CENTERLINE OF PAVEMENT
GS0124'OF GREENTREE 134.4' SOUTHEAST OF THE POINT OF INTERSECTION OF
GS0124'LEEWOOD DRIVE AND WOODLAKE 148.5' NORTHEAST OF LEEWOOD DRIVE AND
GS0124'GREENTREE.
GS0124
|
|
|
|
|
|
|
|
|
|
|
|
2255420.5
|
551255.6875
|
0101000020960E000023E1B5001E35414195AA1F54B0D22041
|
true
|
2013-08-16 10:06:00 -0400
|
false
|
41.17505398333333333334
|
-81.45771229722222222222
|
-81.4577122972222
|
41.1750539833332
|
2255420.00555052
|
551256.164304095
|
687453.392598583
|
168023.2149263
|
339
|
339
|
SUMMIT COUNTY GIS 125
|
GS0125
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
125
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
29.59949
|
N
|
81
|
25
|
27.10182
|
W
|
ADJUSTED
|
-33.63
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
168039.016
|
690265.759
|
0.9999409
|
+
|
0
|
42
|
24.3
|
|
MT
|
C
|
|
|
|
343.951
|
1128.446
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 16.8' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
NORMAN DRIVE AND 285.5' SOUTHEAST ALONG CENTERLINE OF NORMAN DRIVE
FROM GILWOOD. IT IS ALSO 79.8' WEST OF A POWER POLE AND 79.3'
SOUTHEAST OF A POWER POLE #113365, 23.9' SOUTHEAST OF A SEWER MANHOLE, LOCATED IN DEVIL STRIP OF
HOUSE #2348.
|
2017-11-15 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0125 ***********************************************************************
GS0125 DESIGNATION - SUMMIT COUNTY GIS 125
GS0125 PID - GS0125
GS0125 STATE/COUNTY- OH/SUMMIT
GS0125 USGS QUAD - HUDSON
GS0125
GS0125 HORZ DATUM - NAD 83(1986)
GS0125 VERT DATUM - NGVD 88
GS0125
GS0125 POSITION - 41 10 29.59949(N) 081 25 27.10182(W) ADJUSTED
GS0125 83 minus 27 -
GS0125
GS0125 HEIGHT - 343.951 (meters) 1128.446 (feet) GPS OBS
GS0125 88 minus 29 -
GS0125 ***********************************************************************
GS0125 LAPLACE CORR-
GS0125 GEOID HEIGHT- -33.630
GS0125
GS0125 HORZ ORDER - FIRST
GS0125 VERT ORDER - THIRD
GS0125
GS0125.The horizontal coordinates were established by GPS observations
GS0125.and adjusted by the Woolpert Consultants in March 1997.
GS0125
GS0125.The orthometric height was determined by GPS observations.
GS0125
GS0125
GS0125.The geoid height was determined by GEOID93.
GS0125
GS0125; North East Scale Converg.
GS0125;SPC OH N - 168039.016 690265.759 0.99994090 +0 42 24.30 MT
GS0125;SPC OH N - 551308.005 2264646.911 US SURVEY FEET
GS0125
GS0125_STATION MARK IS A SURVEY DISK
GS0125_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0125_THE MARK IS STAMPED: SUMMIT COUNTY GIS 125
GS0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0125+STABILITY: SURFACE MOTION
GS0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0125+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0125
GS0125 HISTORY - Year Condition Recov. By
GS0125 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0125
GS0125 STATION DESCRIPTION
GS0125
GS0125'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0125'THE STATION IS LOCATED 16.8' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
GS0125'NORMAN DRIVE AND 285.5' SOUTHEAST ALONG CENTERLINE OF NORMAN DRIVE
GS0125'FROM GILWOOD. IT IS ALSO 79.8' WEST OF A POWER POLE AND 79.3'
GS0125'SOUTHEAST OF A POWER POLE.
GS0125
|
|
|
|
|
|
|
|
|
|
|
|
2264647.0
|
551307.9375
|
0101000020960E00007B26C174234741419A0CCC0218D32041
|
true
|
2013-07-30 07:11:00 -0400
|
false
|
41.17488874722222222223
|
-81.42419495
|
-81.42419495
|
41.1748887472221
|
2264646.91214448
|
551308.005463022
|
690265.759353156
|
168039.016143146
|
340
|
340
|
SUMMIT COUNTY GIS 126
|
GS0126
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
126
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
13.61832
|
N
|
81
|
23
|
32.59794
|
W
|
ADJUSTED
|
-33.62
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
167579.484
|
692940.624
|
0.9999408
|
+
|
0
|
43
|
39.5
|
|
MT
|
C
|
|
|
|
327.932
|
1075.89
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 29.3' WEST OF CENTERLINE OF PAVEMENT OF
NEWCOMER ROAD AND .35 MILES SOUTH OF JOHNSON ROAD. IT IS ALSO
252.3' NORTH OF A POWER POLE #57BE/4C/14 32.8' SOUTH OF A
CANTILEVERED TRAFFIC SIGN POST 61.7' SOUTHWEST OF A POWER POLE
175.7' NORTH OF A SEWER MANHOLE 85' SOUTHEAST OF A FENCE CORNER AND DIRECTLY ACROSS FROM HOUSE #4233 NEWCOMER ROAD.
2004, 61.2 SOUTH OF A POLE #57BE/4C/19
|
2018-03-26 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0126 ***********************************************************************
GS0126 DESIGNATION - SUMMIT COUNTY GIS 126
GS0126 PID - GS0126
GS0126 STATE/COUNTY- OH/SUMMIT
GS0126 USGS QUAD - HUDSON
GS0126
GS0126 HORZ DATUM - NAD 83(1986)
GS0126 VERT DATUM - NGVD 88
GS0126
GS0126 POSITION - 41 10 13.61832(N) 081 23 32.59794(W) ADJUSTED
GS0126 83 minus 27 -
GS0126
GS0126 HEIGHT - 327.932 (meters) 1075.890 (feet) GPS OBS
GS0126 88 minus 29 -
GS0126 ***********************************************************************
GS0126 LAPLACE CORR-
GS0126 GEOID HEIGHT- -33.624
GS0126
GS0126 HORZ ORDER - FIRST
GS0126 VERT ORDER - THIRD
GS0126
GS0126.The horizontal coordinates were established by GPS observations
GS0126.and adjusted by the Woolpert Consultants in March 1997.
GS0126
GS0126.The orthometric height was determined by GPS observations.
GS0126
GS0126
GS0126.The geoid height was determined by GEOID93.
GS0126
GS0126; North East Scale Converg.
GS0126;SPC OH N - 167579.484 692940.624 0.99994080 +0 43 39.52 MT
GS0126;SPC OH N - 549800.357 2273422.697 US SURVEY FEET
GS0126
GS0126_STATION MARK IS A SURVEY DISK
GS0126_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0126_THE MARK IS STAMPED: SUMMIT COUNTY GIS 126
GS0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0126+STABILITY: SURFACE MOTION
GS0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0126+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0126
GS0126 HISTORY - Year Condition Recov. By
GS0126 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0126
GS0126 STATION DESCRIPTION
GS0126
GS0126'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0126'THE STATION IS LOCATED 29.3' WEST OF CENTERLINE OF PAVEMENT OF
GS0126'NEWCOMER ROAD AND .35 MILES SOUTH OF JOHNSON ROAD. IT IS ALSO
GS0126'252.3' NORTH OF A POWER POLE 32.8' SOUTH OF A CANTILEVERED TRAFFIC
GS0126'SIGN POST 61.7' SOUTHWEST OF A POWER POLE 175.7' NORTH OF A SEWER
GS0126'MANHOLE AND DIRECTLY ACROSS FROM HOUSE #4233 NEWCOMER ROAD.
GS0126
|
|
|
|
|
|
|
|
|
|
|
|
2273423.0
|
549799.9375
|
0101000020960E00006ED2405947584141A26307B750C72041
|
true
|
2013-07-31 07:05:00 -0400
|
false
|
41.17044953333333333334
|
-81.39238831666666666666
|
-81.3923883166667
|
41.1704495333332
|
2273422.69729071
|
549800.35747825
|
692940.624015456
|
167579.484118322
|
341
|
341
|
SUMMIT COUNTY GIS 127
|
GS0127
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
127
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD SCEHISTORY - 2006 - GOOD SCEHISTORY - 2011 - GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
27.88776
|
N
|
81
|
41
|
12.53267
|
W
|
ADJUSTED
|
-33.56
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
164046.067
|
668266.321
|
0.99994
|
+
|
0
|
32
|
3.2
|
|
MT
|
C
|
|
|
|
341.484
|
1120.352
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.8' EAST OF CENTERLINE OF PAVEMENT OF
MEDINA LINE ROAD AND .4 MILES SOUTH OF ROLLING VIEW DRIVE. IT IS
ALSO 159.0' SOUTH OF POWER POLE #59BX/3-15, 78.0' NORTH OF POWER
POLE #59/BX/3-17 AND .35 MILES NORTH OF S.R. 18 JUST SOUTH OF HOUSE
#197 MEDINA LINE ROAD.
|
2018-07-17 00:00:00 -0400
|
SCE
|
Good
|
GOOD
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0127 ***********************************************************************
GS0127 DESIGNATION - SUMMIT COUNTY GIS 127
GS0127 PID - GS0127
GS0127 STATE/COUNTY- OH/SUMMIT
GS0127 USGS QUAD - WEST RICHFIELD
GS0127
GS0127 HORZ DATUM - NAD 83(1986)
GS0127 VERT DATUM - NGVD 88
GS0127
GS0127 POSITION - 41 08 27.88776(N) 081 41 12.53267(W) ADJUSTED
GS0127 83 minus 27 -
GS0127
GS0127 HEIGHT - 341.484 (meters) 1120.352 (feet) GPS OBS
GS0127 88 minus 29 -
GS0127 ***********************************************************************
GS0127 LAPLACE CORR-
GS0127 GEOID HEIGHT- -33.569
GS0127
GS0127 HORZ ORDER - FIRST
GS0127 VERT ORDER - THIRD
GS0127
GS0127.The horizontal coordinates were established by GPS observations
GS0127.and adjusted by the Woolpert Consultants in March 1997.
GS0127
GS0127.The orthometric height was determined by GPS observations.
GS0127
GS0127
GS0127.The geoid height was determined by GEOID93.
GS0127
GS0127; North East Scale Converg.
GS0127;SPC OH N - 164046.067 668266.321 0.99994000 +0 32 3.200 MT
GS0127;SPC OH N - 538207.805 2192470.421 US SURVEY FEET
GS0127
GS0127_STATION MARK IS A SURVEY DISK
GS0127_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0127_THE MARK IS STAMPED: SUMMIT COUNTY GIS 127
GS0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0127+STABILITY: SURFACE MOTION
GS0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0127+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0127
GS0127 HISTORY - Year Condition Recov. By
GS0127 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0127 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0127
GS0127 STATION DESCRIPTION
GS0127
GS0127'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0127'THE STATION IS LOCATED 24.8' EAST OF CENTERLINE OF PAVEMENT OF
GS0127'MEDINA LINE ROAD AND .4 MILES SOUTH OF ROLLING VIEW DRIVE. IT IS
GS0127'ALSO 159.0' SOUTH OF A POWER POLE 78.0' NORTH OF A POWER POLE AND
GS0127'.35 MILES NORTH OF S.R. 18 JUST SOUTH OF HOUSE #197 MEDINA LINE
GS0127'ROAD.
GS0127
|
|
|
|
|
|
|
|
|
|
|
|
2192470.75
|
538207.4375
|
0101000020960E000053EFC6352BBA40417F9EF29BBF6C2041
|
true
|
2011-02-23 09:32:00 -0500
|
false
|
41.14107993333333333333
|
-81.68681463055555555555
|
-81.6868146305555
|
41.1410799333332
|
2192470.42013351
|
538207.804585412
|
668266.320589335
|
164046.066929752
|
342
|
342
|
SUMMIT COUNTY GIS 128
|
GS0128
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
128
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD SCEHISTORY - 2011 GOOD SCE HISTORY 2016 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
8.73052
|
N
|
81
|
40
|
54.2987
|
W
|
ADJUSTED
|
-33.55
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
163459.123
|
668697.055
|
0.9999399
|
+
|
0
|
32
|
15.1
|
|
MT
|
C
|
|
|
|
325.277
|
1067.18
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 39.9' SOUTH OF CENTERLINE OF PAVEMENT OF
S.R. 18 AND 363.6' WEST OF EXTENDED CENTERLINE OF PAVEMENT OF
HARMONY HILLS DRIVE. IT IS ALSO 146.0' WEST OF POWER POLE
#CP1652 AND 72.2' EAST OF A POWER POLE.
GOOD FOR GPS.
|
2016-09-07 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0128 ***********************************************************************
GS0128 DESIGNATION - SUMMIT COUNTY GIS 128
GS0128 PID - GS0128
GS0128 STATE/COUNTY- OH/SUMMIT
GS0128 USGS QUAD - WEST RICHFIELD
GS0128
GS0128 HORZ DATUM - NAD 83(1986)
GS0128 VERT DATUM - NGVD 88
GS0128
GS0128 POSITION - 41 08 08.73052(N) 081 40 54.29870(W) ADJUSTED
GS0128 83 minus 27 -
GS0128
GS0128 HEIGHT - 325.277 (meters) 1067.180 (feet) GPS OBS
GS0128 88 minus 29 -
GS0128 ***********************************************************************
GS0128 LAPLACE CORR-
GS0128 GEOID HEIGHT- -33.558
GS0128
GS0128 HORZ ORDER - FIRST
GS0128 VERT ORDER - THIRD
GS0128
GS0128.The horizontal coordinates were established by GPS observations
GS0128.and adjusted by the Woolpert Consultants in March 1997.
GS0128
GS0128.The orthometric height was determined by GPS observations.
GS0128
GS0128
GS0128.The geoid height was determined by GEOID93.
GS0128
GS0128; North East Scale Converg.
GS0128;SPC OH N - 163459.123 668697.055 0.99993990 +0 32 15.17 MT
GS0128;SPC OH N - 536282.139 2193883.588 US SURVEY FEET
GS0128
GS0128_STATION MARK IS A SURVEY DISK
GS0128_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0128_THE MARK IS STAMPED: SUMMIT COUNTY GIS 128
GS0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0128+STABILITY: SURFACE MOTION
GS0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0128+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0128
GS0128 HISTORY - Year Condition Recov. By
GS0128 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0128 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0128
GS0128 STATION DESCRIPTION
GS0128
GS0128'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0128'THE STATION IS LOCATED 39.9' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0128'S.R. 18 AND 363.6' WEST OF EXTENDED CENTERLINE OF PAVEMENT OF
GS0128'HARMONY HILLS DRIVE. IT IS ALSO 146.0' WEST OF A POWER POLE
GS0128'#CP1652 AND 72.2' EAST OF APOWER POLE.
GS0128
|
|
|
|
|
|
|
|
|
|
|
|
2193884.25
|
536281.75
|
0101000020960E0000870A23CBEDBC4041FA10D546B45D2041
|
true
|
2011-01-07 09:42:00 -0500
|
false
|
41.13575847777777777777
|
-81.68174963888888888889
|
-81.6817496388889
|
41.1357584777776
|
2193883.58700687
|
536282.138344317
|
668697.054713803
|
163459.122685579
|
343
|
343
|
SUMMIT COUNTY GIS 129
|
GS0129
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
129
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD SCEHISTORY - 2011 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
30.62919
|
N
|
81
|
39
|
41.68062
|
W
|
ADJUSTED
|
-33.57
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
164150.689
|
670384.044
|
0.99994
|
+
|
0
|
33
|
2.88
|
|
MT
|
C
|
|
|
|
308.69
|
1012.76
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.3' EAST OF CENTERLINE OF PAVEMENT OF
HARVEST DRIVE AND 74.5' SOUTH OF CENTERLINE OF A CONCRETE
DRIVEWAY FOR HOUSE #218 HARVEST DRIVE, 93.6' NORTH OF
CENTERLINE OF AN ASPHALT DRIVEWAY, 77.4' SOUTHEAST OF THE POINT
INTERSECTION OF CONCRETE DRIVEWAY AND HARVEST DRIVE, 101.1'
NORTHEAST OF THE POINT OF INTERSECTION OF THE ASPHALT DRIVEWAY
AND HARVEST DRIVE.
|
2018-08-24 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0129 ***********************************************************************
GS0129 DESIGNATION - SUMMIT COUNTY GIS 129
GS0129 PID - GS0129
GS0129 STATE/COUNTY- OH/SUMMIT
GS0129 USGS QUAD - WEST RICHFIELD
GS0129
GS0129 HORZ DATUM - NAD 83(1986)
GS0129 VERT DATUM - NGVD 88
GS0129
GS0129 POSITION - 41 08 30.62919(N) 081 39 41.68062(W) ADJUSTED
GS0129 83 minus 27 -
GS0129
GS0129 HEIGHT - 308.690 (meters) 1012.760 (feet) GPS OBS
GS0129 88 minus 29 -
GS0129 ***********************************************************************
GS0129 LAPLACE CORR-
GS0129 GEOID HEIGHT- -33.575
GS0129
GS0129 HORZ ORDER - FIRST
GS0129 VERT ORDER - THIRD
GS0129
GS0129.The horizontal coordinates were established by GPS observations
GS0129.and adjusted by the Woolpert Consultants in March 1997.
GS0129
GS0129.The orthometric height was determined by GPS observations.
GS0129
GS0129
GS0129.The geoid height was determined by GEOID93.
GS0129
GS0129; North East Scale Converg.
GS0129;SPC OH N - 164150.689 670384.044 0.99994000 +0 33 2.885 MT
GS0129;SPC OH N - 538551.052 2199418.318 US SURVEY FEET
GS0129
GS0129_STATION MARK IS A SURVEY DISK
GS0129_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0129_THE MARK IS STAMPED: SUMMIT COUNTY GIS 129
GS0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0129+STABILITY: SURFACE MOTION
GS0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0129+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0129
GS0129 HISTORY - Year Condition Recov. By
GS0129 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0129 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0129
GS0129 STATION DESCRIPTION
GS0129
GS0129'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0129'THE STATION IS LOCATED 28.3' EAST OF CENTERLINE OF PAVEMENT OF
GS0129'HARVEST DRIVE AND 74.5' SOUTH OF CENTERLINE OF A CONCRETE
GS0129'DRIVEWAY FOR HOUSE #218 HARVEST DRIVE 93.6' NORTH OF
GS0129'CENTERLINE OF AN ASPHALT DRIVEWAY 77.4' SOUTHEAST OF THE POINT
GS0129'INTERSECTION OF CONCRETE DRIVEWAY AND HARVETS DRIVE 101.1'
GS0129'NORTHEAST OF THE POINT OF INTERSECTION OF THE ASPHALT DRIVEWAY
GS0129'AND HARVEST DRIVE. MOVED BY CONTRACTOR 3.5' EAST.
GS0129'
GS0129
|
|
|
|
|
|
|
|
|
|
|
|
2199419.0
|
538551.25
|
0101000020960E0000E9EDCF28BDC7404178533E1A6E6F2041
|
true
|
2011-03-11 08:20:00 -0500
|
false
|
41.14184144166666666666
|
-81.66157795
|
-81.66157795
|
41.1418414416665
|
2199418.3188455
|
538551.05125676
|
670384.044352197
|
164150.688724418
|
344
|
344
|
SUMMIT COUNTY GIS 130
|
GS0130
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
130
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
27.75885
|
N
|
81
|
37
|
53.99635
|
W
|
ADJUSTED
|
-33.57
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
164086.722
|
672895.929
|
0.99994
|
+
|
0
|
34
|
13.6
|
|
MT
|
C
|
|
|
|
314.47
|
1031.724
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 34.2' SOUTH OF CENTERLINE OF PAVEMENT OF
GREEN DRIVE AND 44.8' SOUTHWEST OF THE POINT OF INTERSECTION OF
GREEN AND FAIRWAY DRIVES. IT IS ALSO 56.4' SOUTHWEST OF A POWER
POLE, 81.2' NORTH OF A POWER POLE AND 32.0' WEST OF CENTERLINE OF
PAVEMENT OF FAIRWAY DRIVE.
GOOD FOR GPS.
|
2018-08-24 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0130 ***********************************************************************
GS0130 DESIGNATION - SUMMIT COUNTY GIS 130
GS0130 PID - GS0130
GS0130 STATE/COUNTY- OH/SUMMIT
GS0130 USGS QUAD - WEST RICHFIELD
GS0130
GS0130 HORZ DATUM - NAD 83(1986)
GS0130 VERT DATUM - NGVD 88
GS0130
GS0130 POSITION - 41 08 27.75885(N) 081 37 53.99635(W) ADJUSTED
GS0130 83 minus 27 -
GS0130
GS0130 HEIGHT - 314.470 (meters) 1031.724 (feet) GPS OBS
GS0130 88 minus 29 -
GS0130 ***********************************************************************
GS0130 LAPLACE CORR-
GS0130 GEOID HEIGHT- -33.579
GS0130
GS0130 HORZ ORDER - FIRST
GS0130 VERT ORDER - THIRD
GS0130
GS0130.The horizontal coordinates were established by GPS observations
GS0130.and adjusted by the Woolpert Consultants in March 1997.
GS0130
GS0130.The orthometric height was determined by GPS observations.
GS0130
GS0130
GS0130.The geoid height was determined by GEOID93.
GS0130
GS0130; North East Scale Converg.
GS0130;SPC OH N - 164086.722 672895.929 0.99994000 +0 34 13.62 MT
GS0130;SPC OH N - 538341.187 2207659.394 US SURVEY FEET
GS0130
GS0130_STATION MARK IS A SURVEY DISK
GS0130_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0130_THE MARK IS STAMPED: SUMMIT COUNTY GIS 130
GS0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0130+STABILITY: SURFACE MOTION
GS0130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0130+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0130
GS0130 HISTORY - Year Condition Recov. By
GS0130 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0130 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0130
GS0130 STATION DESCRIPTION
GS0130
GS0130'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0130'THE STATION IS LOCATED 34.2' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0130'GREEN DRIVE AND 44.8' SOUTHWEST OF THE POINT OF INTERSECTION OF
GS0130'GREEN AND FAIRWAY DRIVES. IT IS ALSO 56.4' SOUTHWEST OF A POWER
GS0130'POLE 81.2' NORTH OF A POWER POLE AND 32.0' WEST OF CENTERLINE OF
GS0130'PAVEMENT OF FAIRWAY DRIVE.
GS0130
|
|
|
|
|
|
|
|
|
|
|
|
2207658.75
|
538341.375
|
0101000020960E0000FB3540B2D5D740417E47015FCA6D2041
|
true
|
2011-01-07 09:41:00 -0500
|
false
|
41.141044125
|
-81.63166565277777777778
|
-81.6316656527778
|
41.1410441249998
|
2207659.39258456
|
538341.185556635
|
672895.928651631
|
164086.72153109
|
345
|
345
|
SUMMIT COUNTY GIS 131
|
GS0131
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
131
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2012 UNABLE TO LOCATE COSE HISTORY 2016 UNABLE TO LOCATE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
47.69011
|
N
|
81
|
36
|
13.90876
|
W
|
ADJUSTED
|
-33.59
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
164725.123
|
675223.494
|
0.9999401
|
+
|
0
|
35
|
19.3
|
|
MT
|
C
|
|
|
|
313.947
|
1030.008
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE EAST SIDE OF SOUREK ROAD 0.55 MILES
WEST OF REVERE ROAD. IT IS ALSO 19.3' EAST OF CENTERLINE OF
PAVEMENT 85.5' NORTHEAST OF A GAS METER 16.1' NORTH OF A TELEPHONE
POLE AND 100'+- NORTHEAST OF A DRIVEWAY FOR HOUSE #3011 SOUREK ROAD.
COULD NOT FIND, NEW POND AT THIS SITE.
|
2016-05-24 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0131 ***********************************************************************
GS0131 DESIGNATION - SUMMIT COUNTY GIS 131
GS0131 PID - GS0131
GS0131 STATE/COUNTY- OH/SUMMIT
GS0131 USGS QUAD - PENINSULA
GS0131
GS0131 HORZ DATUM - NAD 83(1986)
GS0131 VERT DATUM - NGVD 88
GS0131
GS0131 POSITION - 41 08 47.69011(N) 081 36 13.90876(W) ADJUSTED
GS0131 83 minus 27 -
GS0131
GS0131 HEIGHT - 313.947 (meters) 1030.008 (feet) GPS OBS
GS0131 88 minus 29 -
GS0131 ***********************************************************************
GS0131 LAPLACE CORR-
GS0131 GEOID HEIGHT- -33.594
GS0131
GS0131 HORZ ORDER - FIRST
GS0131 VERT ORDER - THIRD
GS0131
GS0131.The horizontal coordinates were established by GPS observations
GS0131.and adjusted by the Woolpert Consultants in March 1997.
GS0131
GS0131.The orthometric height was determined by GPS observations.
GS0131
GS0131
GS0131.The geoid height was determined by GEOID93.
GS0131
GS0131; North East Scale Converg.
GS0131;SPC OH N - 164725.123 675223.494 0.99994010 +0 35 19.38 MT
GS0131;SPC OH N - 540435.674 2215295.747 US SURVEY FEET
GS0131
GS0131_STATION MARK IS A SURVEY DISK
GS0131_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0131_THE MARK IS STAMPED: SUMMIT COUNTY GIS 131
GS0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0131+STABILITY: SURFACE MOTION
GS0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0131+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0131
GS0131 HISTORY - Year Condition Recov. By
GS0131 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0131 HISTORY - 1999 NOT RECOVERED COSE SURVEY FIELD CREW
GS0131
GS0131 STATION DESCRIPTION
GS0131
GS0131'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0131'THE STATION IS LOCATED ON THE EAST SIDE OF SOUREK ROAD 0.55 MILES
GS0131'WEST OF REVERE ROAD. IT IS ALSO 19.3' EAST OF CENTERLINE OF
GS0131'PAVEMENT 85.5' NORTHEAST OF A GAS METER 16.1' NORTH OF A TELEPHONE
GS0131'POLE AND 100'+- NORTHEAST OF A DRIVEWAY FOR HOUSE #3011 SOUREK ROAD.
GS0131
|
|
|
|
|
|
|
|
|
|
|
|
2215295.0
|
540435.375
|
0101000020960E0000E30780DFBFE6404151CBF558277E2041
|
true
|
2012-08-31 04:21:00 -0400
|
false
|
41.14658058611111111111
|
-81.60386354444444444444
|
-81.6038635444445
|
41.146580586111
|
2215295.74609469
|
540435.673750261
|
675223.493856649
|
164725.122809308
|
346
|
346
|
SUMMIT COUNTY GIS 132
|
GS0132
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
132
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY -2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
8.76103
|
N
|
81
|
35
|
14.6042
|
W
|
ADJUSTED
|
-33.6
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
165389.406
|
676599.46
|
0.9999402
|
+
|
0
|
35
|
58.3
|
|
MT
|
C
|
|
|
|
310.303
|
1018.052
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED APPROX. 365' NORTH OF CL ANTHONY DRIVE ON THE
WEST SIDE OF SAND RUN ROAD. IT IS ALSO 24.7' WEST OF CENTERLINE
OF PAVEMENT OF SAND RUN ROAD, 40.6' NORTH OF CENTERLINE OF SOUTH
DRIVE TO HOUSE #1280. 123.4' NORTH OF POLE #7/29. 95' SOUTH OF POLE
#111639. DIRECTLY ACROSS FROM THE MAILBOX TO #1271 SAND RUN RD.
GOOD FOR GPS
|
2018-09-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0132 ***********************************************************************
GS0132 DESIGNATION - SUMMIT COUNTY GIS 132
GS0132 PID - GS0132
GS0132 STATE/COUNTY- OH/SUMMIT
GS0132 USGS QUAD - PENINSULA
GS0132
GS0132 HORZ DATUM - NAD 83(1986)
GS0132 VERT DATUM - NGVD 88
GS0132
GS0132 POSITION - 41 09 08.76103(N) 081 35 14.60420(W) ADJUSTED
GS0132 83 minus 27 -
GS0132
GS0132 HEIGHT - 310.303 (meters) 1018.052 (feet) GPS OBS
GS0132 88 minus 29 -
GS0132 ***********************************************************************
GS0132 LAPLACE CORR-
GS0132 GEOID HEIGHT- -33.607
GS0132
GS0132 HORZ ORDER - FIRST
GS0132 VERT ORDER - THIRD
GS0132
GS0132.The horizontal coordinates were established by GPS observations
GS0132.and adjusted by the Woolpert Consultants in March 1997.
GS0132
GS0132.The orthometric height was determined by GPS observations.
GS0132
GS0132
GS0132.The geoid height was determined by GEOID93.
GS0132
GS0132; North East Scale Converg.
GS0132;SPC OH N - 165389.406 676599.460 0.99994020 +0 35 58.34 MT
GS0132;SPC OH N - 542615.076 2219810.062 US SURVEY FEET
GS0132
GS0132_STATION MARK IS A SURVEY DISK
GS0132_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0132_THE MARK IS STAMPED: SUMMIT COUNTY GIS 132
GS0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0132+STABILITY: SURFACE MOTION
GS0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0132+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0132
GS0132 HISTORY - Year Condition Recov. By
GS0132 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0132 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0132
GS0132 STATION DESCRIPTION
GS0132
GS0132'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0132'THE STATION IS LOCATED APPROX. 350' NORTH OF ANTHONY DRIVE ON THE
GS0132'WEST SIDE OF SAND RUN ROAD. IT IS ALSO 24.7' WEST OF CENTERLINE
GS0132'OF PAVEMENT OF SAND RUN ROAD, HOWEVER, THIS MONUMENT WAS UNABLE
GS0132'TO BE FOUND AS PER J.M. 01/18/96.
GS0132
|
|
|
|
|
|
|
|
|
|
|
|
2219810.75
|
542615.6875
|
0101000020960E000076890B0891EF4041C25AFE272E8F2041
|
true
|
2011-02-24 03:26:00 -0500
|
false
|
41.15243361944444444444
|
-81.58739005555555555555
|
-81.5873900555556
|
41.1524336194443
|
2219810.06285208
|
542615.078112446
|
676599.460356234
|
165389.406587472
|
347
|
347
|
SUMMIT COUNTY GIS 133
|
GS0133
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
133
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE CREW HISTORY - 2012 GOOD COSE SURVEY CREW-2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
22.2795
|
N
|
81
|
32
|
13.94752
|
W
|
ADJUSTED
|
-33.61
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
165851.676
|
680806.726
|
0.9999403
|
+
|
0
|
37
|
57.0
|
|
MT
|
C
|
|
|
|
303.52
|
995.798
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF NORTHAMPTON ROAD 0.7
MILES SOUTH OF WEST BATH ROAD 24.4'WEST OF CENTERLINE OF PAVEMENT
OF NORTHAMPTON ROAD 22.6' NORTHEAST OF A POWER POLE 21.5'
NORTHWEST OF A WATER VALVE AND 40'+- NORTH OF A DRIVEWAY FOR HOUSE
#2704 NORTHAMPTON ROAD.
|
2017-09-12 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0133 ***********************************************************************
GS0133 DESIGNATION - SUMMIT COUNTY GIS 133
GS0133 PID - GS0133
GS0133 STATE/COUNTY- OH/SUMMIT
GS0133 USGS QUAD - PENINSULA
GS0133
GS0133 HORZ DATUM - NAD 83(1986)
GS0133 VERT DATUM - NGVD 88
GS0133
GS0133 POSITION - 41 09 22.27950(N) 081 32 13.94752(W) ADJUSTED
GS0133 83 minus 27 -
GS0133
GS0133 HEIGHT - 303.520 (meters) 995.798 (feet) GPS OBS
GS0133 88 minus 29 -
GS0133 ***********************************************************************
GS0133 LAPLACE CORR-
GS0133 GEOID HEIGHT- -33.615
GS0133
GS0133 HORZ ORDER - FIRST
GS0133 VERT ORDER - THIRD
GS0133
GS0133.The horizontal coordinates were established by GPS observations
GS0133.and adjusted by the Woolpert Consultants in March 1997.
GS0133
GS0133.The orthometric height was determined by GPS observations.
GS0133
GS0133
GS0133.The geoid height was determined by GEOID93.
GS0133
GS0133; North East Scale Converg.
GS0133;SPC OH N - 165851.676 680806.726 0.99994030 +0 37 57.02 MT
GS0133;SPC OH N - 544131.707 2233613.400 US SURVEY FEET
GS0133
GS0133_STATION MARK IS A SURVEY DISK
GS0133_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0133_THE MARK IS STAMPED: SUMMIT COUNTY GIS 133
GS0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0133+STABILITY: SURFACE MOTION
GS0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0133+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0133
GS0133 HISTORY - Year Condition Recov. By
GS0133 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0133
GS0133 STATION DESCRIPTION
GS0133
GS0133'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0133'THE STATION IS LOCATED ON THE WEST SIDE OF NORTHAMPTON ROAD 0.7
GS0133'MILES SOUTH OF WEST BATH ROAD 24.4'WEST OF CENTERLINE OF PAVEMENT
GS0133'OF NORTHAMPTON ROAD 22.6' NORTHEAST OF A POWER POLE 21.5'
GS0133'NORTHWEST OF A WATER VALVE AND 40'+- NORTH OF A DRIVEWAY FOR HOUSE
GS0133'#2704 NORTHAMPTON ROAD.
GS0133
|
|
|
|
|
|
|
|
|
|
|
|
2233613.25
|
544131.75
|
0101000020960E0000338535B3860A414154865369079B2041
|
true
|
2012-08-28 09:59:00 -0400
|
false
|
41.15618875
|
-81.53720764444444444444
|
-81.5372076444445
|
41.1561887499998
|
2233613.40007081
|
544131.705715368
|
680806.725955034
|
165851.675605378
|
348
|
348
|
SUMMIT COUNTY GIS 134
|
GS0134
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
134
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
26.66585
|
N
|
81
|
26
|
23.65648
|
W
|
ADJUSTED
|
-33.6
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
166081.682
|
688971.3
|
0.9999403
|
+
|
0
|
41
|
47.1
|
|
MT
|
C
|
|
|
|
333.006
|
1092.537
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.3' WEST OF CENTERLINE OF DARROW ROAD .15
MILES SOUTH OF KENT ROAD 58.6' NORTH OF A POWER POLE 15.8'
SOUTHEAST OF A POWER POLE. ON SOUTH PROPERTY LINE OF HOUSE
#3408 DARROW RD (S.R.91) . ACROSS FROM 3405 DARROW
|
2017-12-08 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0134 ***********************************************************************
GS0134 DESIGNATION - SUMMIT COUNTY GIS 134
GS0134 PID - GS0134
GS0134 STATE/COUNTY- OH/SUMMIT
GS0134 USGS QUAD - HUDSON
GS0134
GS0134 HORZ DATUM - NAD 83(1986)
GS0134 VERT DATUM - NGVD 88
GS0134
GS0134 POSITION - 41 09 26.66585(N) 081 26 23.65648(W) ADJUSTED
GS0134 83 minus 27 -
GS0134
GS0134 HEIGHT - 333.006 (meters) 1092.537 (feet) GPS OBS
GS0134 88 minus 29 -
GS0134 ***********************************************************************
GS0134 LAPLACE CORR-
GS0134 GEOID HEIGHT- -33.602
GS0134
GS0134 HORZ ORDER - FIRST
GS0134 VERT ORDER - THIRD
GS0134
GS0134.The horizontal coordinates were established by GPS observations
GS0134.and adjusted by the Woolpert Consultants in March 1997.
GS0134
GS0134.The orthometric height was determined by GPS observations.
GS0134
GS0134
GS0134.The geoid height was determined by GEOID93.
GS0134
GS0134; North East Scale Converg.
GS0134;SPC OH N - 166081.682 688971.300 0.99994030 +0 41 47.14 MT
GS0134;SPC OH N - 544886.318 2260400.007 US SURVEY FEET
GS0134
GS0134_STATION MARK IS A SURVEY DISK
GS0134_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0134_THE MARK IS STAMPED: SUMMIT COUNTY GIS 134
GS0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0134+STABILITY: SURFACE MOTION
GS0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0134+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0134
GS0134 HISTORY - Year Condition Recov. By
GS0134 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0134
GS0134 STATION DESCRIPTION
GS0134
GS0134'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0134'THE STATION IS LOCATED 21.3' WEST OF CENTERLINE OF DARROW ROAD .15
GS0134'MILES SOUTH OF KENT ROAD 58.6' NORTH OF A POWER POLE 15.8'
GS0134'SOUTHEAST OF A POWER POLE.
GS0134
|
|
|
|
|
|
|
|
|
|
|
|
2260400.5
|
544885.8125
|
0101000020960E0000296CD000D83E41419003D7A2ECA02041
|
true
|
2013-07-31 07:07:00 -0400
|
false
|
41.15740718055555555556
|
-81.43990457777777777777
|
-81.4399045777778
|
41.1574071805554
|
2260400.00636055
|
544886.318046676
|
688971.299881295
|
166081.681903975
|
349
|
349
|
SUMMIT COUNTY GIS 135
|
GS0135
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
135
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2017 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
9
|
25.07264
|
N
|
81
|
24
|
26.00954
|
W
|
ADJUSTED
|
-33.6
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
166066.391
|
691714.505
|
0.9999403
|
+
|
0
|
43
|
4.43
|
|
MT
|
C
|
|
|
|
327.093
|
1073.138
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 32.0' NORTH OF CENTERLINE OF KENT ROAD .45
MILES EAST OF KAUFMANN ROAD 151.9' EAST OF POWER POLE #ST-903
AND 59.0' NORTHWEST OF POWER POLE #ST-901. MOVED 2.0' SOUTH BY
CONTRACTOR. 3' NORTH OF SEWER INLET. 78' WEST OF THE EAST DRIVE FOR
4285 KENT ROAD. 7' SOUTH OF SIDEWALK
|
2022-01-25 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0135 ***********************************************************************
GS0135 DESIGNATION - SUMMIT COUNTY GIS 135
GS0135 PID - GS0135
GS0135 STATE/COUNTY- OH/SUMMIT
GS0135 USGS QUAD - HUDSON
GS0135
GS0135 HORZ DATUM - NAD 83(1986)
GS0135 VERT DATUM - NGVD 88
GS0135
GS0135 POSITION - 41 09 25.07264(N) 081 24 26.00954(W) ADJUSTED
GS0135 83 minus 27 -
GS0135
GS0135 HEIGHT - 327.093 (meters) 1073.138 (feet) GPS OBS
GS0135 88 minus 29 -
GS0135 ***********************************************************************
GS0135 LAPLACE CORR-
GS0135 GEOID HEIGHT- -33.603
GS0135
GS0135 HORZ ORDER - FIRST
GS0135 VERT ORDER - THIRD
GS0135
GS0135.The horizontal coordinates were established by GPS observations
GS0135.and adjusted by the Woolpert Consultants in March 1997.
GS0135
GS0135.The orthometric height was determined by GPS observations.
GS0135
GS0135
GS0135.The geoid height was determined by GEOID93.
GS0135
GS0135; North East Scale Converg.
GS0135;SPC OH N - 166066.391 691714.505 0.99994030 +0 43 4.436 MT
GS0135;SPC OH N - 544836.151 2269400.005 US SURVEY FEET
GS0135
GS0135_STATION MARK IS A SURVEY DISK
GS0135_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0135_THE MARK IS STAMPED: SUMMIT COUNTY GIS 135
GS0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0135+STABILITY: SURFACE MOTION
GS0135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0135+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0135
GS0135 HISTORY - Year Condition Recov. By
GS0135 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0135
GS0135 STATION DESCRIPTION
GS0135
GS0135'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0135'THE STATION IS LOCATED 32.0' NORTH OF CENTERLINE OF KENT ROAD .45
GS0135'MILES EAST OF KAUFMANN ROAD 151.9' EAST OF A POWER POLE AND 59.0'
GS0135'NORTHWEST OF A POWER POLE. MOVED 2.0' SOUTH BY CONTRACTOR.
GS0135
|
|
|
|
|
|
|
|
|
|
|
|
2269399.5
|
544835.6875
|
0101000020960E0000DE3A7F006C504141BF64C24D88A02041
|
true
|
2013-08-02 09:24:00 -0400
|
false
|
41.15696462222222222222
|
-81.40722487222222222222
|
-81.4072248722222
|
41.1569646222221
|
2269400.00388275
|
544836.15187373
|
691714.504612472
|
166066.391223878
|
350
|
350
|
SUMMIT COUNTY GIS 136
|
GS0136
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
136
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE CREWHISTORY - 2013 GOOD COSE CREW HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
29.95027
|
N
|
81
|
29
|
43.65031
|
W
|
ADJUSTED
|
-33.58
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
164277.089
|
684329.16
|
0.99994
|
+
|
0
|
39
|
35.7
|
|
MT
|
C
|
|
|
|
318.388
|
1044.578
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 33.8' SOUTHWEST OF CENTERLINE OF PORTAGE
TRAIL 45.8' SOUTHEAST OF CENTERLINE OF 10TH STREET 46.5' NORTHEAST
OF A POWER POLE #2461 AND 26.8' NORTHWEST OF A POWER POLE
#104122 AND 8.51' SOUTHEAST OF + CUT IN SOUTHEAST BOLT OF TRAFFIC
LIGHT SUPPORT POLE.
|
2017-10-12 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0136 ***********************************************************************
GS0136 DESIGNATION - SUMMIT COUNTY GIS 136
GS0136 PID - GS0136
GS0136 STATE/COUNTY- OH/SUMMIT
GS0136 USGS QUAD - HUDSON
GS0136
GS0136 HORZ DATUM - NAD 83(1986)
GS0136 VERT DATUM - NGVD 88
GS0136
GS0136 POSITION - 41 08 29.95027(N) 081 29 43.65031(W) ADJUSTED
GS0136 83 minus 27 -
GS0136
GS0136 HEIGHT - 318.388 (meters) 1044.578 (feet) GPS OBS
GS0136 88 minus 29 -
GS0136 ***********************************************************************
GS0136 LAPLACE CORR-
GS0136 GEOID HEIGHT- -33.580
GS0136
GS0136 HORZ ORDER - FIRST
GS0136 VERT ORDER - THIRD
GS0136
GS0136.The horizontal coordinates were established by GPS observations
GS0136.and adjusted by the Woolpert Consultants in March 1997.
GS0136
GS0136.The orthometric height was determined by GPS observations.
GS0136
GS0136
GS0136.The geoid height was determined by GEOID93.
GS0136
GS0136; North East Scale Converg.
GS0136;SPC OH N - 164277.089 684329.160 0.99994000 +0 39 35.76 MT
GS0136;SPC OH N - 538965.749 2245169.919 US SURVEY FEET
GS0136
GS0136_STATION MARK IS A SURVEY DISK
GS0136_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0136_THE MARK IS STAMPED: SUMMIT COUNTY GIS 136
GS0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0136+STABILITY: SURFACE MOTION
GS0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0136+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0136
GS0136 HISTORY - Year Condition Recov. By
GS0136 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0136
GS0136 STATION DESCRIPTION
GS0136
GS0136'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0136'THE STATION IS LOCATED 33.8' SOUTHWEST OF CENTERLINE OF PORTAGE
GS0136'TRAIL 45.8' SOUTHEAST OF CENTERLINE OF 10TH STREET 46.5' NORTHEAST
GS0136'OF A POWER POLE AND 26.8' NORTHWEST OF A POWER POLE.
GS0136
|
|
|
|
|
|
|
|
|
|
|
|
2245169.25
|
538965.125
|
0101000020960E0000B34698F5182141417AD9C580AB722041
|
true
|
2013-07-22 08:46:00 -0400
|
false
|
41.14165285277777777777
|
-81.49545841944444444444
|
-81.4954584194444
|
41.1416528527776
|
2245169.9187096
|
538965.751509472
|
684329.159881005
|
164277.089614251
|
351
|
351
|
SUMMIT COUNTY GIS 137
|
GS0137
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
137
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE CREWHISTORY - 2004 GOOD COSE CREWHISTORY - 2013 GOOD COSE CREW HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
25.42158
|
N
|
81
|
27
|
33.61123
|
W
|
ADJUSTED
|
-33.57
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
164172.957
|
687363.049
|
0.9999399
|
+
|
0
|
41
|
1.19
|
|
MT
|
C
|
|
|
|
312.962
|
1026.776
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 17.7' NORTH OF CENTERLINE OF PAVEMENT OF
MONROE FALLS AVENUE AND 248.2' EAST OF CENTERLINE OF PAVEMENT OF
ANDERSON ROAD. IT IS ALSO 38.0' WEST OF A POWER POLE AND
82.9' EAST OF A POWER POLE IN FRONT OF PARKVIEW APARTMENTS # 1657
MONROE FALLS AVENUE.
GOOD FOR GPS.
|
2017-10-12 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0137 ***********************************************************************
GS0137 DESIGNATION - SUMMIT COUNTY GIS 137
GS0137 PID - GS0137
GS0137 STATE/COUNTY- OH/SUMMIT
GS0137 USGS QUAD - HUDSON
GS0137
GS0137 HORZ DATUM - NAD 83(1986)
GS0137 VERT DATUM - NGVD 88
GS0137
GS0137 POSITION - 41 08 25.42158(N) 081 27 33.61123(W) ADJUSTED
GS0137 83 minus 27 -
GS0137
GS0137 HEIGHT - 312.962 (meters) 1026.776 (feet) GPS OBS
GS0137 88 minus 29 -
GS0137 ***********************************************************************
GS0137 LAPLACE CORR-
GS0137 GEOID HEIGHT- -33.575
GS0137
GS0137 HORZ ORDER - FIRST
GS0137 VERT ORDER - THIRD
GS0137
GS0137.The horizontal coordinates were established by GPS observations
GS0137.and adjusted by the Woolpert Consultants in March 1997.
GS0137
GS0137.The orthometric height was determined by GPS observations.
GS0137
GS0137
GS0137.The geoid height was determined by GEOID93.
GS0137
GS0137; North East Scale Converg.
GS0137;SPC OH N - 164172.957 687363.049 0.99993990 +0 41 1.191 MT
GS0137;SPC OH N - 538624.110 2255123.603 US SURVEY FEET
GS0137
GS0137_STATION MARK IS A SURVEY DISK
GS0137_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0137_THE MARK IS STAMPED: SUMMIT COUNTY GIS 137
GS0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0137+STABILITY: SURFACE MOTION
GS0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0137+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0137
GS0137 HISTORY - Year Condition Recov. By
GS0137 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0137
GS0137 STATION DESCRIPTION
GS0137
GS0137'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0137'THE STATION IS LOCATED 17.7' NORTH OF CENTERLINE OF PAVEMENT OF
GS0137'MONROE FALLS AVENUE AND 248.2' EAST OF CENTERLINE OF PAVEMENT OF
GS0137'ANDERSON ROAD. IT IS ALSO 38.0'NORTHWEST OF A POWER POLE AND
GS0137'82.9' NORTHEAST OF A POWER POLE.
GS0137
|
|
|
|
|
|
|
|
|
|
|
|
2255124.0
|
538624.5625
|
0101000020960E0000A68D17CD89344141F543F03700702041
|
true
|
2013-07-23 10:23:00 -0400
|
false
|
41.14039488333333333333
|
-81.45933645277777777778
|
-81.4593364527778
|
41.1403948833332
|
2255123.60228129
|
538624.109254955
|
687363.048701434
|
164172.956846807
|
352
|
352
|
SUMMIT COUNTY GIS 138
|
GS0138
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
138
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSE CREWHISTORY - 2004 GOOD COSE CREWHISTORY - 2013 GOOD COSE CREW HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
51.85917
|
N
|
81
|
27
|
25.80283
|
W
|
ADJUSTED
|
-33.55
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
163139.9
|
687557.505
|
0.9999397
|
+
|
0
|
41
|
6.32
|
|
MT
|
C
|
|
|
|
312.321
|
1024.673
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 20.6' EAST OF CENTERLINE OF PAVEMENT OF
TACOMA STREET AND 230.0' NORTH OF CENTERLINE OF ONEIDA AVENUE. IT
IS ALSO 64.9' SOUTHEAST OF POWER POLE #M-14030 AND 86.4' NORTHEAST
OF POWER POLE #M-13032 OPPOSITE DRIVE TO HOUSE #1856.
|
2017-10-12 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0138 ***********************************************************************
GS0138 DESIGNATION - SUMMIT COUNTY GIS 138
GS0138 PID - GS0138
GS0138 STATE/COUNTY- OH/SUMMIT
GS0138 USGS QUAD - HUDSON
GS0138
GS0138 HORZ DATUM - NAD 83(1986)
GS0138 VERT DATUM - NGVD 88
GS0138
GS0138 POSITION - 41 07 51.85917(N) 081 27 25.80283(W) ADJUSTED
GS0138 83 minus 27 -
GS0138
GS0138 HEIGHT - 312.321 (meters) 1024.673 (feet) GPS OBS
GS0138 88 minus 29 -
GS0138 ***********************************************************************
GS0138 LAPLACE CORR-
GS0138 GEOID HEIGHT- -33.559
GS0138
GS0138 HORZ ORDER - FIRST
GS0138 VERT ORDER - THIRD
GS0138
GS0138.The horizontal coordinates were established by GPS observations
GS0138.and adjusted by the Woolpert Consultants in March 1997.
GS0138
GS0138.The orthometric height was determined by GPS observations.
GS0138
GS0138
GS0138.The geoid height was determined by GEOID93.
GS0138
GS0138; North East Scale Converg.
GS0138;SPC OH N - 163139.900 687557.505 0.99993970 +0 41 6.321 MT
GS0138;SPC OH N - 535234.822 2255761.581 US SURVEY FEET
GS0138
GS0138_STATION MARK IS A SURVEY DISK
GS0138_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0138_THE MARK IS STAMPED: SUMMIT COUNTY GIS 138
GS0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0138+STABILITY: SURFACE MOTION
GS0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0138+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0138
GS0138 HISTORY - Year Condition Recov. By
GS0138 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0138
GS0138 STATION DESCRIPTION
GS0138
GS0138'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0138'THE STATION IS LOCATED 20.6' EAST OF CENTERLINE OF PAVEMENT OF
GS0138'TACOMA STREET AND 230.0' NORTH OF CENTERLINE OF ONEIDA AVENUE. IT
GS0138'IS ALSO 64.9' SOUTHEAST OF A POWER POLE AND 86.4' NORTHEAST OF A
GS0138'POWER POLE.
GS0138
|
|
|
|
|
|
|
|
|
|
|
|
2255761.25
|
535235.1875
|
0101000020960E00007F496CCAC8354141BD36F0A485552041
|
true
|
2013-07-23 10:25:00 -0400
|
false
|
41.13107199166666666667
|
-81.45716745277777777778
|
-81.4571674527778
|
41.1310719916665
|
2255761.58142966
|
535234.822145186
|
687557.50513477
|
163139.900069636
|
353
|
353
|
NO 22
|
CE1073
|
OH
|
Summit
|
|
|
|
DISK IN BRIDGE ABUTTMENT
|
(NONE)
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2012 - GOOD COSE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
26.36
|
N
|
81
|
36
|
56.03
|
W
|
SCALED
|
|
|
THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING USGS 1950'S.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
980.857
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE:
THE STATION IS LOCATED ALONG SUMMIT ROAD 1.8 MILES SOUTHEAST OF CLEVELAND-MASSILLON ROAD ALONG SUMMIT ROAD AT THE CONCRETE BRIDGE OVER WOLF CREEK IN THE WEST END OF THE SOUTH ABUTMENT.
|
2018-06-19 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1073 *********************************************************************
CE1073 DESIGNATION - NO 22
CE1073 PID - CE1073
CE1073 STATE/COUNTY- OH/SUMMIT
CE1073
CE1073 HORZ DATUM - NAD 83(1986)
CE1073 VERT DATUM - NGVD 29
CE1073
CE1073 POSITION - 41 03 26.36 (N) 081 36 56.03 (W) SCALED
CE1073 83 MINUS 27 -
CE1073
CE1073 HEIGHT - (meters) 980.857 (feet) ADJUST
CE1073 88 MINUS 29 -
CE1073 *********************************************************************
CE1073
CE1073 VERT ORDER - THIRD
CE1073
CE1073 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1073 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1073 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1073
CE1073_STATION MARK IS A SURVEY DISK
CE1073_WITH SETTING: SET IN TOP OF CONCRETE ABUTMENT OF BRIDGE
CE1073_THE MARK IS STAMPED:
CE1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1073+STABILITY: SURFACE MOTION
CE1073_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1073+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1073
CE1073 HISTORY - Year Condition Recov. By
CE1073 HISTORY - 1989 - GOOD COSE
CE1073 STATION DESCRIPTION
CE1073
CE1073 DESCRIBED BY COSE
CE1073 THE STATION IS LOCATED ALONG SUMMIT ROAD 1.8 MILES
CE1073 SOUTHEAST OF CLEVELAND-MASSILLON ROAD ALONG
CE1073 SUMMIT ROAD AT THE CONCRETE BRIDGE OVER WOLF
CE1073 CREEK IN THE WEST END OF THE SOUTH ABUTMENT.
CE1073
|
|
|
|
|
|
|
|
|
|
|
|
2212406.25
|
507847.5625
|
0101000020960E0000B61518AE19E140413ED0C378B2FF1E41
|
true
|
2012-05-01 08:49:00 -0400
|
false
|
41.05732222222222222222
|
-81.61556388888888888889
|
-81.6155638888889
|
41.0573222222221
|
2212403.36011001
|
507884.617934469
|
674341.892845317
|
154803.541153488
|
354
|
354
|
13 RHP 1956 997
|
CE1075
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
13 RHP 1956 997
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2011 - GOOD SCE SURVEY CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
33.59
|
N
|
81
|
35
|
26.98
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
997.51
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NO-25
THE STATION IS LOCATED 3.9 MILES SOUTHWEST OF PERKINS SQUARE ALONG S.R. 261 34.0' NORTH AND 25.0' EAST OF THE CENTERLINE OF PAVEMENT OF THE HIGHWAY AT THE INTERSECTION OF WARREN AVENUE 4.0' NORTHEAST OF A POWER POLE
|
2018-06-04 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1075 *********************************************************************
CE1075 DESIGNATION - 13 RHP 1956 997
CE1075 PID - CE1075
CE1075 STATE/COUNTY- OH/SUMMIT
CE1075
CE1075 HORZ DATUM - NAD 83(1986)
CE1075 VERT DATUM - NGVD 29
CE1075
CE1075 POSITION - 41 03 33.59 (N) 081 35 26.98 (W) SCALED
CE1075 83 MINUS 27 -
CE1075
CE1075 HEIGHT - (meters) 997.51 (feet) ADJUST
CE1075 88 MINUS 29 -
CE1075 *********************************************************************
CE1075
CE1075 VERT ORDER - THIRD
CE1075
CE1075 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1075 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1075 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1075
CE1075_STATION MARK IS A SURVEY DISK
CE1075_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1075_THE MARK IS STAMPED: 13 RHP 1956 997
CE1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1075+STABILITY: SURFACE MOTION
CE1075_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1075+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1075
CE1075 HISTORY - Year Condition Recov. By
CE1075 HISTORY - 1996 - GOOD COSE
CE1075 STATION DESCRIPTION
CE1075
CE1075 DESCRIBED BY COSE ALSO KNOWN AS NO-25
CE1075 THE STATION IS LOCATED 3.9 MILES SOUTHWEST OF
CE1075 PERKINS SQUARE ALONG S.R. 261 34.0' NORTH AND
CE1075 25.0' EAST OF THE CENTERLINE OF PAVEMENT OF THE
CE1075 HIGHWAY AT THE INTERSECTION OF WARREN AVENUE 4.0'
CE1075 NORTHEAST OF A POWER POLE 2.0' WEST OF A FENCE
CE1075
|
|
|
|
|
|
|
|
|
|
|
|
2219293.25
|
508627.25
|
0101000020960E000053D7528468EE4041CCD40DAE390C1F41
|
true
|
2011-11-28 05:48:00 -0500
|
false
|
41.05933055555555555556
|
-81.59082777777777777777
|
-81.5908277777778
|
41.0593305555554
|
2219217.03377811
|
508686.419974637
|
676418.704732978
|
155047.930904113
|
355
|
355
|
138 CWL 1952
|
CE1076
|
OH
|
Summit
|
|
USGS
|
1951-12-31 00:00:00 -0500
|
DISK IN CONC
|
138 CWL 1952
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSE CREWHISTORY - 2000 - GOOD COSE CREWHISTORY - 2012 GOOD COSE SURVEY CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
8
|
40.74
|
N
|
81
|
30
|
52.88
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1040.95
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS NH 08 THE STATION IS LOCATED 0.5
MILES SOUTHWEST OF THE INTERSECTION OF STATE ROAD 8 AND PORTAGE
TRAIL 28.0' SOUTH AND 453.0' NORTHEAST OF JUNCTION OF PORTAGE
TRAIL AND VALLEY ROAD 14.0' NORTHEAST OF A
TELEPHONE POLE 1.0' WEST OF THE CORNER FENCE POST ON WEST PROPERTY
CORNER OF SUMMA HEALTH CENTER #210. 28' SOUTH OF PORTAGE TRAIL.
|
2021-11-09 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1076 *********************************************************************
CE1076 DESIGNATION - 138 CWL 1952
CE1076 PID - CE1076
CE1076 STATE/COUNTY- OH/SUMMIT
CE1076
CE1076 HORZ DATUM - NAD 83(1986)
CE1076 VERT DATUM - NGVD 29
CE1076
CE1076 POSITION - 41 08 40.74 (N) 081 30 52.88 (W) SCALED
CE1076 83 MINUS 27 -
CE1076
CE1076 HEIGHT - (meters) 1040.95 (feet) ADJUST
CE1076 88 MINUS 29 -
CE1076 *********************************************************************
CE1076
CE1076 VERT ORDER - THIRD
CE1076
CE1076 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1076 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1076 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1076
CE1076_STATION MARK IS A SURVEY DISK
CE1076_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1076_THE MARK IS STAMPED: 138 CWL 1952
CE1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1076+STABILITY: SURFACE MOTION
CE1076_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1076+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1076
CE1076 HISTORY - Year Condition Recov. By
CE1076 HISTORY - 1996 - GOOD COSE
CE1076 STATION DESCRIPTION
CE1076
CE1076 DESCRIBED BY COSE ALSO KNOWN AS NH 08
CE1076 THE STATION IS LOCATED 0.5 MILES SOUTHWEST OF THE
CE1076 INTERSECTION OF STATE ROAD 8 AND PORTAGE TRAIL 28.0'
CE1076 SOUTH AND 453.0' NORTHEAST OF JUNCTION OF PORTAGE
CE1076 TRAIL AND VALLEY ROAD 14.0' NORTHEAST OF A
CE1076 TELEPHONE POLE 1.0' WEST OF THE CORNER FENCE POST
CE1076
|
|
|
|
|
|
|
|
|
|
|
|
2239930.0
|
539922.75
|
0101000020960E000051D694AFBA16414168369776BA7A2041
|
true
|
2012-08-28 10:02:00 -0400
|
false
|
41.14465
|
-81.51468888888888888889
|
-81.5146888888889
|
41.1446499999999
|
2239861.37172965
|
539997.23162241
|
682711.11152542
|
164591.485381467
|
356
|
356
|
SUMMIT COUNTY GIS 139
|
GS0139
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
139
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
9.65259
|
N
|
81
|
26
|
23.18788
|
W
|
ADJUSTED
|
-33.56
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
163706.343
|
689011.103
|
0.9999399
|
+
|
0
|
41
|
47.4
|
|
MT
|
C
|
|
|
|
327.94
|
1075.917
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 32.3' WEST OF CENTERLINE OF PAVEMENT OF
DARROW ROAD AND 82.0' NORTH OF EXTENDED CENTERLINE OF PAVEMENT OF
SOUTH RIVER ROAD. IT IS ALSO 40.7' SOUTHWEST OF POWER POLE #65446,
66.3' NORTHWEST OF A POWER POLE WITH NO NUMBER AND 85.0' NORTHWEST
OF THE POINT OF INTERSECTION OF DARROW ROAD AND SOUTH RIVER ROAD.
GOOD FOR GPS
|
2018-03-19 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0139 ***********************************************************************
GS0139 DESIGNATION - SUMMIT COUNTY GIS 139
GS0139 PID - GS0139
GS0139 STATE/COUNTY- OH/SUMMIT
GS0139 USGS QUAD - HUDSON
GS0139
GS0139 HORZ DATUM - NAD 83(1986)
GS0139 VERT DATUM - NGVD 88
GS0139
GS0139 POSITION - 41 08 09.65259(N) 081 26 23.18788(W) ADJUSTED
GS0139 83 minus 27 -
GS0139
GS0139 HEIGHT - 327.940 (meters) 1075.917 (feet) GPS OBS
GS0139 88 minus 29 -
GS0139 ***********************************************************************
GS0139 LAPLACE CORR-
GS0139 GEOID HEIGHT- -33.568
GS0139
GS0139 HORZ ORDER - FIRST
GS0139 VERT ORDER - THIRD
GS0139
GS0139.The horizontal coordinates were established by GPS observations
GS0139.and adjusted by the Woolpert Consultants in March 1997.
GS0139
GS0139.The orthometric height was determined by GPS observations.
GS0139
GS0139
GS0139.The geoid height was determined by GEOID93.
GS0139
GS0139; North East Scale Converg.
GS0139;SPC OH N - 163706.343 689011.103 0.99993990 +0 41 47.45 MT
GS0139;SPC OH N - 537093.227 2260530.594 US SURVEY FEET
GS0139
GS0139_STATION MARK IS A SURVEY DISK
GS0139_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0139_THE MARK IS STAMPED: SUMMIT COUNTY GIS 139
GS0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0139+STABILITY: SURFACE MOTION
GS0139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0139+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0139
GS0139 HISTORY - Year Condition Recov. By
GS0139 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0139
GS0139 STATION DESCRIPTION
GS0139
GS0139'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0139'THE STATION IS LOCATED 32.3' WEST OF CENTERLINE OF PAVEMENT OF
GS0139'DARROW ROAD AND 82.0' NORTH OF EXTENDED CENTERLINE OF PAVEMENT OF
GS0139'SOUTH RIVER ROAD. IT IS ALSO 40.7' SOUTHWEST OF A POWER POLE 66.3'
GS0139'NORTHWEST OF A POWER POLE AND 85.0' NORTHWEST OF THE POINT OF
GS0139'INTERSECTION OF DARROW ROAD AND SOUTH RIVER ROAD.
GS0139
|
|
|
|
|
|
|
|
|
|
|
|
2260530.75
|
537092.625
|
0101000020960E0000D870E44B193F41412FA66E740A642041
|
true
|
2013-07-31 07:08:00 -0400
|
false
|
41.13601460833333333333
|
-81.43977441111111111111
|
-81.4397744111111
|
41.1360146083332
|
2260530.59290896
|
537093.227406686
|
689011.102740857
|
163706.343126226
|
357
|
357
|
SUMMIT COUNTY GIS 140
|
GS0140
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
140
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2017 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
33.97077
|
N
|
81
|
25
|
37.01704
|
W
|
ADJUSTED
|
-33.58
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
164469.603
|
690078.56
|
0.99994
|
+
|
0
|
42
|
17.7
|
|
MT
|
C
|
|
|
|
343.523
|
1127.042
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 17.7' WEST OF CENTERLINE OF PAVEMENT OF
HARRY AVENUE .1 MILES SOUTH OF NORTH RIVER ROAD 91.1' NORTH OF
POWER POLE #80984 AND 75.8' SOUTH OF POWER POLE #80983.
BETWEEN HOUSES #119 AND #127 HARRY AVE.
|
2022-01-25 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0140 ***********************************************************************
GS0140 DESIGNATION - SUMMIT COUNTY GIS 140
GS0140 PID - GS0140
GS0140 STATE/COUNTY- OH/SUMMIT
GS0140 USGS QUAD - HUDSON
GS0140
GS0140 HORZ DATUM - NAD 83(1986)
GS0140 VERT DATUM - NGVD 88
GS0140
GS0140 POSITION - 41 08 33.97077(N) 081 25 37.01704(W) ADJUSTED
GS0140 83 minus 27 -
GS0140
GS0140 HEIGHT - 343.523 (meters) 1127.042 (feet) GPS OBS
GS0140 88 minus 29 -
GS0140 ***********************************************************************
GS0140 LAPLACE CORR-
GS0140 GEOID HEIGHT- -33.580
GS0140
GS0140 HORZ ORDER - FIRST
GS0140 VERT ORDER - THIRD
GS0140
GS0140.The horizontal coordinates were established by GPS observations
GS0140.and adjusted by the Woolpert Consultants in March 1997.
GS0140
GS0140.The orthometric height was determined by GPS observations.
GS0140
GS0140
GS0140.The geoid height was determined by GEOID93.
GS0140
GS0140; North East Scale Converg.
GS0140;SPC OH N - 164469.603 690078.560 0.99994000 +0 42 17.78 MT
GS0140;SPC OH N - 539597.356 2264032.742 US SURVEY FEET
GS0140
GS0140_STATION MARK IS A SURVEY DISK
GS0140_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0140_THE MARK IS STAMPED: SUMMIT COUNTY GIS 140
GS0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0140+STABILITY: SURFACE MOTION
GS0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0140+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0140
GS0140 HISTORY - Year Condition Recov. By
GS0140 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0140
GS0140 STATION DESCRIPTION
GS0140
GS0140'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0140'THE STATION IS LOCATED 17.7' WEST OF CENTERLINE OF PAVEMENT OF
GS0140'HARRY AVENUE .1 MILES SOUTH OF NORTH RIVER ROAD 91.1' NORTH OF A
GS0140'POWER POLE AND 75.8' SOUTH OF A POWER POLE.
GS0140
|
|
|
|
|
|
|
|
|
|
|
|
2264033.0
|
539597.0625
|
0101000020960E0000672A235FF0454141E2F8C0B59A772041
|
true
|
2013-08-02 09:27:00 -0400
|
false
|
41.14276965833333333333
|
-81.42694917777777777778
|
-81.4269491777778
|
41.1427696583332
|
2264032.74326067
|
539597.354987886
|
690078.560302973
|
164469.602739498
|
358
|
358
|
SUMMIT COUNTY GIS 141
|
GS0141
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
141
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
44.52751
|
N
|
81
|
24
|
3.85749
|
W
|
ADJUSTED
|
-33.56
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
162971.588
|
692269.995
|
0.9999397
|
+
|
0
|
43
|
18.9
|
|
MT
|
C
|
|
|
|
348.042
|
1141.868
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 25.9' NORTHWEST OF CENTERLINE OF PAVEMENT OF
NORTHEAST AVENUE AND 176.0' SOUTHWEST OF ATWOOD DRIVE. IT IS ALSO
57.8' NORTHEAST OF POWER POLE #TA-1567 AND 104.9' SOUTHWEST OF A
POWER POLE. ACROSS FROM HSE NUMBER 1464.
|
2022-01-12 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0141 ***********************************************************************
GS0141 DESIGNATION - SUMMIT COUNTY GIS 141
GS0141 PID - GS0141
GS0141 STATE/COUNTY- OH/SUMMIT
GS0141 USGS QUAD - HUDSON
GS0141
GS0141 HORZ DATUM - NAD 83(1986)
GS0141 VERT DATUM - NGVD 88
GS0141
GS0141 POSITION - 41 07 44.52751(N) 081 24 03.85749(W) ADJUSTED
GS0141 83 minus 27 -
GS0141
GS0141 HEIGHT - 348.042 (meters) 1141.868 (feet) GPS OBS
GS0141 88 minus 29 -
GS0141 ***********************************************************************
GS0141 LAPLACE CORR-
GS0141 GEOID HEIGHT- -33.563
GS0141
GS0141 HORZ ORDER - FIRST
GS0141 VERT ORDER - THIRD
GS0141
GS0141.The horizontal coordinates were established by GPS observations
GS0141.and adjusted by the Woolpert Consultants in March 1997.
GS0141
GS0141.The orthometric height was determined by GPS observations.
GS0141
GS0141
GS0141.The geoid height was determined by GEOID93.
GS0141
GS0141; North East Scale Converg.
GS0141;SPC OH N - 162971.588 692269.995 0.99993970 +0 43 18.98 MT
GS0141;SPC OH N - 534682.618 2271222.475 US SURVEY FEET
GS0141
GS0141_STATION MARK IS A SURVEY DISK
GS0141_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0141_THE MARK IS STAMPED: SUMMIT COUNTY GIS 141
GS0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0141+STABILITY: SURFACE MOTION
GS0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0141+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0141
GS0141 HISTORY - Year Condition Recov. By
GS0141 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0141
GS0141 STATION DESCRIPTION
GS0141
GS0141'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0141'THE STATION IS LOCATED 25.9' NORTHWEST OF CENTERLINE OF PAVEMENT OF
GS0141'NORTHEAST AVENUE AND 176.0' SOUTHWEST OF ATWOOD DRIVE. IT IS ALSO
GS0141'57.8' NORTHEAST OF A POWER POLE AND 104.9' SOUTHWEST OF A POWER
GS0141'POLE.
GS0141
|
|
|
|
|
|
|
|
|
|
|
|
2271223.0
|
534682.8125
|
0101000020960E0000F83FD93CFB5341413D8DE63C35512041
|
true
|
2013-08-02 09:35:00 -0400
|
false
|
41.12903541944444444445
|
-81.401071525
|
-81.401071525
|
41.1290354194443
|
2271222.47537994
|
534682.61894647
|
692269.995035796
|
162971.588198043
|
359
|
359
|
SUMMIT COUNTY GIS 142
|
GS0142
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
142
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2017 GOOD COSE SURVEY CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
8
|
44.02115
|
N
|
81
|
23
|
35.72255
|
W
|
ADJUSTED
|
-33.58
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
164814.95
|
692902.869
|
0.99994
|
+
|
0
|
43
|
37.4
|
|
MT
|
C
|
|
|
|
319.95
|
1049.703
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.1' SOUTH OF CENTERLINE OF PAVEMENT OF
NORTH RIVER ROAD AND 222.3' WEST OF CENTERLINE OF PAVEMENT OF
DEIDRICH ROAD. IT IS ALSO 44.2' SOUTHWEST OF THE POINT OF
INTERSECTION OF SURREY-HILL AND NORTH RIVER ROAD 40.2' NORTHWEST OF
A CITY OF STOW SURVEY MONUMENT AND 39.8' WEST OF CENTERLINE OF
PAVEMENT OF SURREY-HILL.
|
2022-01-25 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0142 ***********************************************************************
GS0142 DESIGNATION - SUMMIT COUNTY GIS 142
GS0142 PID - GS0142
GS0142 STATE/COUNTY- OH/SUMMIT
GS0142 USGS QUAD - HUDSON
GS0142
GS0142 HORZ DATUM - NAD 83(1986)
GS0142 VERT DATUM - NGVD 88
GS0142
GS0142 POSITION - 41 08 44.02115(N) 081 23 35.72255(W) ADJUSTED
GS0142 83 minus 27 -
GS0142
GS0142 HEIGHT - 319.950 (meters) 1049.703 (feet) GPS OBS
GS0142 88 minus 29 -
GS0142 ***********************************************************************
GS0142 LAPLACE CORR-
GS0142 GEOID HEIGHT- -33.588
GS0142
GS0142 HORZ ORDER - FIRST
GS0142 VERT ORDER - THIRD
GS0142
GS0142.The horizontal coordinates were established by GPS observations
GS0142.and adjusted by the Woolpert Consultants in March 1997.
GS0142
GS0142.The orthometric height was determined by GPS observations.
GS0142
GS0142
GS0142.The geoid height was determined by GEOID93.
GS0142
GS0142; North East Scale Converg.
GS0142;SPC OH N - 164814.950 692902.869 0.99994000 +0 43 37.47 MT
GS0142;SPC OH N - 540730.382 2273298.829 US SURVEY FEET
GS0142
GS0142_STATION MARK IS A SURVEY DISK
GS0142_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0142_THE MARK IS STAMPED: SUMMIT COUNTY GIS 142
GS0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0142+STABILITY: SURFACE MOTION
GS0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0142+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0142
GS0142 HISTORY - Year Condition Recov. By
GS0142 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0142
GS0142 STATION DESCRIPTION
GS0142
GS0142'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0142'THE STATION IS LOCATED 21.1' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0142'NORTH RIVER ROAD AND 222.3' WEST OF CENTERLINE OF PAVEMENT OF
GS0142'DEIDRICH ROAD. IT IS ALSO 44.2' SOUTHWEST OF THE POINT OF
GS0142'INTERSECTION OF SURREY-HILL AND NORTH RIVER ROAD 40.2' NORTHWEST OF
GS0142'A CITY OF STOW SURVEY MONUMENT AND 39.8' WEST OF CENTERLINE OF
GS0142'PAVEMENT OF SURREY-HILL.
GS0142
|
|
|
|
|
|
|
|
|
|
|
|
2273298.5
|
540730.3125
|
0101000020960E00001BD05A6A095841412A9009C374802041
|
true
|
2013-08-02 09:37:00 -0400
|
false
|
41.14556143055555555555
|
-81.39325626388888888889
|
-81.3932562638889
|
41.1455614305554
|
2273298.83089639
|
540730.380932336
|
692902.869462958
|
164814.949738058
|
360
|
360
|
SUMMIT COUNTY GIS 143
|
GS0143
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
143
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1998 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
9.19306
|
N
|
81
|
41
|
13.6246
|
W
|
ADJUSTED
|
-33.52
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
161618.428
|
668263.483
|
0.9999396
|
+
|
0
|
32
|
2.48
|
|
MT
|
C
|
|
|
|
343.597
|
1127.284
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.2' EAST OF CENTERLINE OF PAVEMENT OF
MEDINA LINE ROAD .1 MILES NORTH OF RIDGEWOOD ROAD 134.7' SOUTH OF
A POWER POLE 70.0' NORTH OF A POWER POLE 51.9' SOUTHEAST OF A
POWER POLE #110745 54' SOUTHWEST OF THE NORTHWEST CORNER OF A
CHAINLINK FENCE AND 34.5' SOUTHWEST OF THE SOUTHWEST CORNER OF THE
SAME FENCE. OPPOSITE #616 MEDINA LINE RD.
|
2018-08-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0143 ***********************************************************************
GS0143 DESIGNATION - SUMMIT COUNTY GIS 143
GS0143 PID - GS0143
GS0143 STATE/COUNTY- OH/SUMMIT
GS0143 USGS QUAD - WADSWORTH
GS0143
GS0143 HORZ DATUM - NAD 83(1986)
GS0143 VERT DATUM - NGVD 88
GS0143
GS0143 POSITION - 41 07 09.19306(N) 081 41 13.62460(W) ADJUSTED
GS0143 83 minus 27 -
GS0143
GS0143 HEIGHT - 343.597 (meters) 1127.284 (feet) GPS OBS
GS0143 88 minus 29 -
GS0143 ***********************************************************************
GS0143 LAPLACE CORR-
GS0143 GEOID HEIGHT- -33.521
GS0143
GS0143 HORZ ORDER - FIRST
GS0143 VERT ORDER - THIRD
GS0143
GS0143.The horizontal coordinates were established by GPS observations
GS0143.and adjusted by the Woolpert Consultants in March 1997.
GS0143
GS0143.The orthometric height was determined by GPS observations.
GS0143
GS0143
GS0143.The geoid height was determined by GEOID93.
GS0143
GS0143; North East Scale Converg.
GS0143;SPC OH N - 161618.428 668263.483 0.99993960 +0 32 2.483 MT
GS0143;SPC OH N - 530243.126 2192461.110 US SURVEY FEET
GS0143
GS0143_STATION MARK IS A SURVEY DISK
GS0143_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0143_THE MARK IS STAMPED: SUMMIT COUNTY GIS 143
GS0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0143+STABILITY: SURFACE MOTION
GS0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0143+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0143
GS0143 HISTORY - Year Condition Recov. By
GS0143 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0143 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
GS0143
GS0143 STATION DESCRIPTION
GS0143
GS0143'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0143'THE STATION IS LOCATED 21.2' EAST OF CENTERLINE OF PAVEMENT OF
GS0143'MEDINA LINE ROAD .1 MILES NORTH OF RIDGEWOOD ROAD 134.7' SOUTH OF
GS0143'A POWER POLE 70.0' NORTH OF A POWER POLE 51.9' SOUTHEAST OF A
GS0143'POWER POLE #110745 54' SOUTHWEST OF THE NORTHWEST CORNER OF A
GS0143'CHAIN FENCE AND 34.5' SOUTHWEST OF THE SOUTHWEST CORNER OF THE
GS0143'SAME FENCE.
GS0143
|
|
|
|
|
|
|
|
|
|
|
|
2192461.0
|
530243.3125
|
0101000020960E000038635A8E26BA404150FA5E40862E2041
|
true
|
2011-02-04 09:13:00 -0500
|
false
|
41.11922029444444444445
|
-81.68711794444444444444
|
-81.6871179444444
|
41.1192202944443
|
2192461.11213341
|
530243.125724623
|
668263.48350523
|
161618.427957704
|
361
|
361
|
SUMMIT COUNTY GIS 144
|
GS0144
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
144
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
HISTORY - 2003 DESTROYED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
50.62154
|
N
|
81
|
40
|
4.04394
|
W
|
ADJUSTED
|
-33.51
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
161060.885
|
669892.007
|
0.9999394
|
+
|
0
|
32
|
48.1
|
|
MT
|
C
|
|
|
|
324.0
|
1062.99
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 34.3' EAST OF CENTERLINE OF PAVEMENT OF
HAMETOWN ROAD AND 35.9' NORTH OF CENTERLINE OF PAVEMENT OF
RIDGEWOOD ROAD. IT IS ALSO 48.4' NORTHEAST OF THE POINT OF
INTERSECTION OF HAMETOWN AND RIDGEWOOD ROADS 19.3' SOUTHEAST OF A
POWER POLE.
THIS MONUMENT WAS DESTROYED BY A COSE STORM SEWER PROJECT IN
2003.
|
2000-05-09 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0144 ***********************************************************************
GS0144 DESIGNATION - SUMMIT COUNTY GIS 144
GS0144 PID - GS0144
GS0144 STATE/COUNTY- OH/SUMMIT
GS0144 USGS QUAD - WADSWORTH
GS0144
GS0144 HORZ DATUM - NAD 83(1986)
GS0144 VERT DATUM - NGVD 88
GS0144
GS0144 POSITION - 41 06 50.62154(N) 081 40 04.04394(W) ADJUSTED
GS0144 83 minus 27 -
GS0144
GS0144 HEIGHT - 324.000 (meters) 1062.990 (feet) GPS OBS
GS0144 88 minus 29 -
GS0144 ***********************************************************************
GS0144 LAPLACE CORR-
GS0144 GEOID HEIGHT- -33.514
GS0144
GS0144 HORZ ORDER - FIRST
GS0144 VERT ORDER - THIRD
GS0144
GS0144.The horizontal coordinates were established by GPS observations
GS0144.and adjusted by the Woolpert Consultants in March 1997.
GS0144
GS0144.The orthometric height was determined by GPS observations.
GS0144
GS0144
GS0144.The geoid height was determined by GEOID93.
GS0144
GS0144; North East Scale Converg.
GS0144;SPC OH N - 161060.885 669892.007 0.99993940 +0 32 48.19 MT
GS0144;SPC OH N - 528413.920 2197804.026 US SURVEY FEET
GS0144
GS0144_STATION MARK IS A SURVEY DISK
GS0144_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0144_THE MARK IS STAMPED: SUMMIT COUNTY GIS 144
GS0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0144+STABILITY: SURFACE MOTION
GS0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0144+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0144
GS0144 HISTORY - Year Condition Recov. By
GS0144 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0144 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
GS0144
GS0144 STATION DESCRIPTION
GS0144
GS0144'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0144'THE STATION IS LOCATED 34.3' EAST OF CENTERLINE OF PAVEMENT OF
GS0144'HAMETOWN ROAD AND 35.9' NORTH OF CENTERLINE OF PAVEMENT OF
GS0144'RIDGEWOOD ROAD. IT IS ALSO 48.4' NORTHEAST OF THE POINT OF
GS0144'INTERSECTION OF HAMETOWN AND RIDGEWOOD ROADS 19.3' SOUTHEAST OF A
GS0144'POWER POLE.
GS0144
|
|
|
|
|
|
|
|
|
|
|
|
2197803.0
|
528414.5625
|
0101000020960E0000E1DC8B0396C44041AFC537D73B202041
|
false
|
2005-03-21 07:41:00 -0500
|
false
|
41.11406153888888888889
|
-81.66778998333333333334
|
-81.6677899833333
|
41.1140615388888
|
2197804.02770577
|
528413.920347383
|
669892.007428735
|
161060.885043638
|
362
|
362
|
SUMMIT COUNTY GIS 145
|
GS0145
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
145
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
9.70522
|
N
|
81
|
38
|
36.29357
|
W
|
ADJUSTED
|
-33.52
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
161669.352
|
671933.27
|
0.9999396
|
+
|
0
|
33
|
45.8
|
|
MT
|
C
|
|
|
|
321.836
|
1055.89
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.6' SOUTH OF EDGE OF PAVEMENT OF NORTH
BOUND LANE 25.1' NORTH OF EDGE OF PAVEMENT OF SOUTH BOUND LANE OF
I-77 .1 MILES EAST OF THE END OF RAMP FROM U.S. 21 NORTH BOUND TO
I-77 SOUTH BOUND 48.0' EAST OF AN EMERGENCY VEHICLE TURNAROUND.
ROAD WORK DONE ON I-77, UNABLE TO LOCATE AT THIS TIME.
|
2013-08-22 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0145 ***********************************************************************
GS0145 DESIGNATION - SUMMIT COUNTY GIS 145
GS0145 PID - GS0145
GS0145 STATE/COUNTY- OH/SUMMIT
GS0145 USGS QUAD - WADSWORTH
GS0145
GS0145 HORZ DATUM - NAD 83(1986)
GS0145 VERT DATUM - NGVD 88
GS0145
GS0145 POSITION - 41 07 09.70522(N) 081 38 36.29357(W) ADJUSTED
GS0145 83 minus 27 -
GS0145
GS0145 HEIGHT - 321.836 (meters) 1055.890 (feet) GPS OBS
GS0145 88 minus 29 -
GS0145 ***********************************************************************
GS0145 LAPLACE CORR-
GS0145 GEOID HEIGHT- -33.529
GS0145
GS0145 HORZ ORDER - FIRST
GS0145 VERT ORDER - THIRD
GS0145
GS0145.The horizontal coordinates were established by GPS observations
GS0145.and adjusted by the Woolpert Consultants in March 1997.
GS0145
GS0145.The orthometric height was determined by GPS observations.
GS0145
GS0145
GS0145.The geoid height was determined by GEOID93.
GS0145
GS0145; North East Scale Converg.
GS0145;SPC OH N - 161669.352 671933.270 0.99993960 +0 33 45.84 MT
GS0145;SPC OH N - 530410.199 2204501.070 US SURVEY FEET
GS0145
GS0145_STATION MARK IS A SURVEY DISK
GS0145_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0145_THE MARK IS STAMPED: SUMMIT COUNTY GIS 145
GS0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0145+STABILITY: SURFACE MOTION
GS0145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0145+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0145
GS0145 HISTORY - Year Condition Recov. By
GS0145 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0145 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
GS0145
GS0145 STATION DESCRIPTION
GS0145
GS0145'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0145'THE STATION IS LOCATED 22.6' SOUTH OF EDGE OF PAVEMENT OF NORTH
GS0145'BOUND LANE 25.1' NORTH OF EDGE OF PAVEMENT OF SOUTH BOUND LANE OF
GS0145'I-77 .1 MILES EAST OF THE END OF RAMP FROM U.S. 21 NORTH BOUND TO
GS0145'I-77 SOUTH BOUND 48.0' EAST OF AN EMERGENCY VEHICLE TURNAROUND.
GS0145
|
|
|
|
|
|
|
|
|
|
|
|
2204500.5
|
530409.9375
|
0101000020960E00003F630D89AAD140415C87D565D42F2041
|
true
|
2013-09-05 10:00:00 -0400
|
false
|
41.11936256111111111111
|
-81.64341488055555555555
|
-81.6434148805556
|
41.119362561111
|
2204501.07072106
|
530410.19889472
|
671933.270222319
|
161669.351961796
|
363
|
363
|
SUMMIT COUNTY GIS 146
|
GS0146
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
146
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1998 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
37.02215
|
N
|
81
|
38
|
38.78478
|
W
|
ADJUSTED
|
-33.51
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
160660.653
|
671885.054
|
0.9999394
|
+
|
0
|
33
|
44.2
|
|
MT
|
C
|
|
|
|
327.35
|
1073.981
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 32.8' NORTH OF CENTERLINE OF PAVEMENT OF
RIDGEWOOD ROAD AND 93.3' EAST OF THE EDGE OF PAVEMENT OF
CLEVELAND-MASSILLON ROAD. IT IS ALSO 23.4' EAST OF A POWER POLE # CP5528,
88.2' NORTHWEST OF A POWER POLE AND 93' NORTHEAST OF A FIRE HYDRANT.
ABOUT 6" DEEP. 5.4 FEET NORTH OF CURB
|
2018-08-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0146 ***********************************************************************
GS0146 DESIGNATION - SUMMIT COUNTY GIS 146
GS0146 PID - GS0146
GS0146 STATE/COUNTY- OH/SUMMIT
GS0146 USGS QUAD - WADSWORTH
GS0146
GS0146 HORZ DATUM - NAD 83(1986)
GS0146 VERT DATUM - NGVD 88
GS0146
GS0146 POSITION - 41 06 37.02215(N) 081 38 38.78478(W) ADJUSTED
GS0146 83 minus 27 -
GS0146
GS0146 HEIGHT - 327.350 (meters) 1073.981 (feet) GPS OBS
GS0146 88 minus 29 -
GS0146 ***********************************************************************
GS0146 LAPLACE CORR-
GS0146 GEOID HEIGHT- -33.510
GS0146
GS0146 HORZ ORDER - FIRST
GS0146 VERT ORDER - THIRD
GS0146
GS0146.The horizontal coordinates were established by GPS observations
GS0146.and adjusted by the Woolpert Consultants in March 1997.
GS0146
GS0146.The orthometric height was determined by GPS observations.
GS0146
GS0146
GS0146.The geoid height was determined by GEOID93.
GS0146
GS0146; North East Scale Converg.
GS0146;SPC OH N - 160660.653 671885.054 0.99993940 +0 33 44.20 MT
GS0146;SPC OH N - 527100.826 2204342.881 US SURVEY FEET
GS0146
GS0146_STATION MARK IS A SURVEY DISK
GS0146_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0146_THE MARK IS STAMPED: SUMMIT COUNTY GIS 146
GS0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0146+STABILITY: SURFACE MOTION
GS0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0146+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0146
GS0146 HISTORY - Year Condition Recov. By
GS0146 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0146 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
GS0146
GS0146 STATION DESCRIPTION
GS0146
GS0146'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0146'THE STATION IS LOCATED 32.8' NORTHWEST OF CENTERLINE OF PAVEMENT OF
GS0146'RIDGEWOOD ROAD AND 93.3' NORTHEAST OF EXTENDED EDGE OF PAVEMENT OF
GS0146'CLEVELAND-MASSILLON ROAD. IT IS ALSO 26.8' EAST OF A POWER POLE
GS0146'88.2' NORTHWEST OF A POWER POLE AND 93' NORTHEAST OF A FIRE HYDRANT
GS0146
|
|
|
|
|
|
|
|
|
|
|
|
2204343.75
|
527100.4375
|
0101000020960E0000BEDFA6705BD14041B21286A7F9152041
|
true
|
2011-08-29 03:25:00 -0400
|
false
|
41.11028393055555555556
|
-81.64410688333333333333
|
-81.6441068833333
|
41.1102839305554
|
2204342.88009259
|
527100.827194771
|
671885.053622329
|
160660.653450256
|
364
|
364
|
SUMMIT COUNTY GIS 147
|
GS0147
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
147
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 1998 GOOD COSE FIELD CREW
HISTORY - 2003 DESTROYED COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
37.84098
|
N
|
81
|
37
|
7.21725
|
W
|
ADJUSTED
|
-33.51
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
160707.187
|
674021.006
|
0.9999394
|
+
|
0
|
34
|
44.3
|
|
MT
|
C
|
|
|
|
302.7
|
993.108
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994 AND COSE 2000
THE STATION IS LOCATED 20.6' NORTH OF CENTERLINE OF PAVEMENT OF
RIDGEWOOD ROAD AND 231.6' EAST OF JACOBY ROAD. IT IS ALSO 124.0'
WEST OF A POWER POLE AND 180.7' EAST OF A POWER POLE.
JUST EAST OF HOUSE NUMBER 2945 RIDGEWOOD ROAD.
A PAVING PROJECT WAS DONE AND DESTROYED THIS MONUMENT.
|
2003-07-20 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0147 ***********************************************************************
GS0147 DESIGNATION - SUMMIT COUNTY GIS 147
GS0147 PID - GS0147
GS0147 STATE/COUNTY- OH/SUMMIT
GS0147 USGS QUAD - AKRON WEST
GS0147
GS0147 HORZ DATUM - NAD 83(1986)
GS0147 VERT DATUM - NGVD 88
GS0147
GS0147 POSITION - 41 06 37.84098(N) 081 37 07.21725(W) ADJUSTED
GS0147 83 minus 27 -
GS0147
GS0147 HEIGHT - 302.700 (meters) 993.108 (feet) GPS OBS
GS0147 88 minus 29 -
GS0147 ***********************************************************************
GS0147 LAPLACE CORR-
GS0147 GEOID HEIGHT- -33.515
GS0147
GS0147 HORZ ORDER - FIRST
GS0147 VERT ORDER - THIRD
GS0147
GS0147.The horizontal coordinates were established by GPS observations
GS0147.and adjusted by the Woolpert Consultants in March 1997.
GS0147
GS0147.The orthometric height was determined by GPS observations.
GS0147
GS0147
GS0147.The geoid height was determined by GEOID93.
GS0147
GS0147; North East Scale Converg.
GS0147;SPC OH N - 160707.187 674021.006 0.99993940 +0 34 44.36 MT
GS0147;SPC OH N - 527253.496 2211350.584 US SURVEY FEET
GS0147
GS0147_STATION MARK IS A SURVEY DISK
GS0147_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0147_THE MARK IS STAMPED: SUMMIT COUNTY GIS 147
GS0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0147+STABILITY: SURFACE MOTION
GS0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0147+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0147
GS0147 HISTORY - Year Condition Recov. By
GS0147 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0147 HISTORY - 1998 GOOD COSE FIELD CREW
GS0147 HISTORY - 2000 DESTROYED COSE FIELD CREW
GS0147
GS0147 STATION DESCRIPTION
GS0147
GS0147'DESCRIBED BY WOOLPERT CONSULTANTS 1994 AND COSE 2000
GS0147'THE STATION IS LOCATED 20.6' NORTH OF CENTERLINE OF PAVEMENT OF
GS0147'RIDGEWOOD ROAD AND 231.6' EAST OF JACOBY ROAD. IT IS ALSO 124.0'
GS0147'WEST OF A POWER POLE AND 180.7' EAST OF A POWER POLE.
GS0147'JUST EAST OF HOUSE NUMBER 2945 RIDGEWOOD ROAD
GS0147'A PAVING PROJECT WAS DONE AND DESTROYED THIS MONUMENT.
GS0147
|
|
|
|
|
|
|
|
|
|
|
|
2211349.5
|
527253.625
|
0101000020960E00008025CF4A0BDF4041FE6698FD2A172041
|
true
|
2011-02-04 09:02:00 -0500
|
false
|
41.11051138333333333333
|
-81.61867145833333333334
|
-81.6186714583333
|
41.1105113833332
|
2211350.58444661
|
527253.495303362
|
674021.006181339
|
160707.186782821
|
365
|
365
|
SUMMIT COUNTY GIS 148
|
GS0148
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
148
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2012 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
6.77329
|
N
|
81
|
26
|
23.03445
|
W
|
ADJUSTED
|
-33.53
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
161766.884
|
689038.26
|
0.9999395
|
+
|
0
|
41
|
47.5
|
|
MT
|
C
|
|
|
|
353.95
|
1161.251
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 36.2' NORTH OF CENTERLINE OF PAVEMENT OF
HOWE ROAD AND 130.5' WEST OF A LINE EXTENDED FROM THE FACE OF THE
EAST CURB ON NORTH AVENUE. IT IS ALSO 36.3' EAST OF A POWER POLE
AND 40.3' WEST OF THE BASE OF A CANTILEVERED TRAFFIC SIGN POST.
|
2016-10-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0148 ***********************************************************************
GS0148 DESIGNATION - SUMMIT COUNTY GIS 148
GS0148 PID - GS0148
GS0148 STATE/COUNTY- OH/SUMMIT
GS0148 USGS QUAD - AKRON EAST
GS0148
GS0148 HORZ DATUM - NAD 83(1986)
GS0148 VERT DATUM - NGVD 88
GS0148
GS0148 POSITION - 41 07 06.77329(N) 081 26 23.03445(W) ADJUSTED
GS0148 83 minus 27 -
GS0148
GS0148 HEIGHT - 353.950 (meters) 1161.251 (feet) GPS OBS
GS0148 88 minus 29 -
GS0148 ***********************************************************************
GS0148 LAPLACE CORR-
GS0148 GEOID HEIGHT- -33.539
GS0148
GS0148 HORZ ORDER - FIRST
GS0148 VERT ORDER - THIRD
GS0148
GS0148.The horizontal coordinates were established by GPS observations
GS0148.and adjusted by the Woolpert Consultants in March 1997.
GS0148
GS0148.The orthometric height was determined by GPS observations.
GS0148
GS0148
GS0148.The geoid height was determined by GEOID93.
GS0148
GS0148; North East Scale Converg.
GS0148;SPC OH N - 161766.884 689038.260 0.99993950 +0 41 47.55 MT
GS0148;SPC OH N - 530730.185 2260619.691 US SURVEY FEET
GS0148
GS0148_STATION MARK IS A SURVEY DISK
GS0148_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0148_THE MARK IS STAMPED: SUMMIT COUNTY GIS 148
GS0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0148+STABILITY: SURFACE MOTION
GS0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0148+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0148
GS0148 HISTORY - Year Condition Recov. By
GS0148 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0148
GS0148 STATION DESCRIPTION
GS0148
GS0148'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0148'THE STATION IS LOCATED 36.2' NORTH OF CENTERLINE OF PAVEMENT OF
GS0148'HOWE ROAD AND 130.5' WEST OF A LINE EXTENDED FROM THE FACE OF THE
GS0148'EAST CURB ON NORTH AVENUE. IT IS ALSO 36.3' EAST OF A POWER POLE
GS0148'AND 40.3' WEST OF THE BASE OF A CANTILEVERED TRAFFIC SIGN POST.
GS0148
|
|
|
|
|
|
|
|
|
|
|
|
2260618.75
|
530730.625
|
0101000020960E0000D256A1D8453F4141D3E6CD5E54322041
|
true
|
2012-04-25 08:56:00 -0400
|
false
|
41.11854813611111111111
|
-81.43973179166666666666
|
-81.4397317916667
|
41.118548136111
|
2260619.69242368
|
530730.185164655
|
689038.260327258
|
161766.883971939
|
366
|
366
|
SUMMIT COUNTY GIS 149
|
GS0149
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
149
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2003 GOOD SCEHISTORY - 2013 GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
5.82928
|
N
|
81
|
25
|
31.6112
|
W
|
ADJUSTED
|
-33.54
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
161752.447
|
690238.108
|
0.9999395
|
+
|
0
|
42
|
21.3
|
|
MT
|
C
|
|
|
|
346.02
|
1135.234
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 31.7' NORTH OF CENTERLINE OF PAVEMENT OF
HOWE ROAD AND 140.0' WEST OF CENTERLINE OF PAVEMENT OF WRING ROAD.
IT IS ALSO 113.2' EAST OF POWER POLE #TA-2523 AND 143.6' WEST OF
POWER POLE #TA-440.
GOOD FOR GPS.
|
2022-01-26 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0149 ***********************************************************************
GS0149 DESIGNATION - SUMMIT COUNTY GIS 149
GS0149 PID - GS0149
GS0149 STATE/COUNTY- OH/SUMMIT
GS0149 USGS QUAD - AKRON EAST
GS0149
GS0149 HORZ DATUM - NAD 83(1986)
GS0149 VERT DATUM - NGVD 88
GS0149
GS0149 POSITION - 41 07 05.82928(N) 081 25 31.61120(W) ADJUSTED
GS0149 83 minus 27 -
GS0149
GS0149 HEIGHT - 346.020 (meters) 1135.234 (feet) GPS OBS
GS0149 88 minus 29 -
GS0149 ***********************************************************************
GS0149 LAPLACE CORR-
GS0149 GEOID HEIGHT- -33.540
GS0149
GS0149 HORZ ORDER - FIRST
GS0149 VERT ORDER - THIRD
GS0149
GS0149.The horizontal coordinates were established by GPS observations
GS0149.and adjusted by the Woolpert Consultants in March 1997.
GS0149
GS0149.The orthometric height was determined by GPS observations.
GS0149
GS0149
GS0149.The geoid height was determined by GEOID93.
GS0149
GS0149; North East Scale Converg.
GS0149;SPC OH N - 161752.447 690238.108 0.99993950 +0 42 21.33 MT
GS0149;SPC OH N - 530682.820 2264556.193 US SURVEY FEET
GS0149
GS0149_STATION MARK IS A SURVEY DISK
GS0149_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0149_THE MARK IS STAMPED: SUMMIT COUNTY GIS 149
GS0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0149+STABILITY: SURFACE MOTION
GS0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0149+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0149
GS0149 HISTORY - Year Condition Recov. By
GS0149 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0149
GS0149 STATION DESCRIPTION
GS0149
GS0149'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0149'THE STATION IS LOCATED 31.7' NORTH OF CENTERLINE OF PAVEMENT OF
GS0149'HOWE ROAD AND 140.0' WEST OF CENTERLINE OF PAVEMENT OF WRING ROAD.
GS0149'IT IS ALSO 113.2' EAST OF A POWER POLE AND 143.6' WEST OF A POWER
GS0149'POLE.
GS0149
|
|
|
|
|
|
|
|
|
|
|
|
2264556.75
|
530682.9375
|
0101000020960E0000CB4C8618F6464141BB4F5BA4F5312041
|
true
|
2013-05-10 06:57:00 -0400
|
false
|
41.11828591111111111111
|
-81.42544755555555555556
|
-81.4254475555556
|
41.118285911111
|
2264556.19159851
|
530682.821009151
|
690238.107675441
|
161752.44734847
|
367
|
367
|
SUMMIT COUNTY GIS 150
|
GS0150
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
150
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
4.3787
|
N
|
81
|
24
|
30.07613
|
W
|
ADJUSTED
|
-33.54
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
161725.531
|
691674.025
|
0.9999395
|
+
|
0
|
43
|
1.76
|
|
MT
|
C
|
|
|
|
348.22
|
1142.452
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 29.8' SOUTH OF CENTERLINE OF PAVEMENT OF
HOWE ROAD .45 MILES WEST OF ATWOOD DRIVE 59.5' WEST OF POWER
POLE 479/6 1/2, 85.9' EAST OF POWER POLE #479/6 AND 128' WEST OF A
DRIVEWAY TO HOUSE #889 HOWE ROAD AND 44' EAST OF A GRAVEL DRIVE
TO MINDALE FARMS CO.
GOOD FOR GPS.
|
2016-08-31 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0150 ***********************************************************************
GS0150 DESIGNATION - SUMMIT COUNTY GIS 150
GS0150 PID - GS0150
GS0150 STATE/COUNTY- OH/SUMMIT
GS0150 USGS QUAD - AKRON EAST
GS0150
GS0150 HORZ DATUM - NAD 83(1986)
GS0150 VERT DATUM - NGVD 88
GS0150
GS0150 POSITION - 41 07 04.37870(N) 081 24 30.07613(W) ADJUSTED
GS0150 83 minus 27 -
GS0150
GS0150 HEIGHT - 348.220 (meters) 1142.452 (feet) GPS OBS
GS0150 88 minus 29 -
GS0150 ***********************************************************************
GS0150 LAPLACE CORR-
GS0150 GEOID HEIGHT- -33.544
GS0150
GS0150 HORZ ORDER - FIRST
GS0150 VERT ORDER - THIRD
GS0150
GS0150.The horizontal coordinates were established by GPS observations
GS0150.and adjusted by the Woolpert Consultants in March 1997.
GS0150
GS0150.The orthometric height was determined by GPS observations.
GS0150
GS0150
GS0150.The geoid height was determined by GEOID93.
GS0150
GS0150; North East Scale Converg.
GS0150;SPC OH N - 161725.531 691674.025 0.99993950 +0 43 1.764 MT
GS0150;SPC OH N - 530594.513 2269267.197 US SURVEY FEET
GS0150
GS0150_STATION MARK IS A SURVEY DISK
GS0150_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0150_THE MARK IS STAMPED: SUMMIT COUNTY GIS 150
GS0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0150+STABILITY: SURFACE MOTION
GS0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0150+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0150
GS0150 HISTORY - Year Condition Recov. By
GS0150 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0150
GS0150 STATION DESCRIPTION
GS0150
GS0150'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0150'THE STATION IS LOCATED 29.8' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0150'HOWE ROAD .45 MILES WEST OF ATWOOD DRIVE 59.5' WEST OF A POWER POLE
GS0150'85.9' EAST OF A POWER POLE AND 128' WEST OF A DRIVEWAY TO HOUSE
GS0150'#889 HOWE ROAD.
GS0150
|
|
|
|
|
|
|
|
|
|
|
|
2269266.75
|
530594.0625
|
0101000020960E0000098B4899295041410DE8940645312041
|
true
|
2013-01-29 06:22:00 -0500
|
false
|
41.11788297222222222223
|
-81.40835448055555555556
|
-81.4083544805555
|
41.1178829722221
|
2269267.19752634
|
530594.512854816
|
691674.025154079
|
161725.530969193
|
368
|
368
|
SUMMIT COUNTY GIS 151
|
GS0151
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
151
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
7
|
4.26858
|
N
|
81
|
23
|
37.64815
|
W
|
ADJUSTED
|
-33.54
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
161737.545
|
692897.0
|
0.9999395
|
+
|
0
|
43
|
36.2
|
|
MT
|
C
|
|
|
|
339.798
|
1114.821
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 25.6' SOUTH OF CENTERLINE OF PAVEMENT OF
HOWE ROAD AND 140.4' WEST OF CENTERLINE OF PAVEMENT OF HUGHES DRIVE
IT IS ALSO 58.2' SOUTHEAST OF A POWER POLE 48.4' SOUTHWEST OF A
FIRE HYDRANT 143.8' SOUTHWEST OF THE POINT OF INTERSECTION OF HOWE
ROAD AND HUGHES DRIVE 14.7' NORTHEAST OF A POWER POLE #97016 AND
28' EAST OF A DRIVEWAY TO HOUSE #1262 HOWE ROAD.
GOOD FOR GPS.
|
2022-01-12 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0151 ***********************************************************************
GS0151 DESIGNATION - SUMMIT COUNTY GIS 151
GS0151 PID - GS0151
GS0151 STATE/COUNTY- OH/SUMMIT
GS0151 USGS QUAD - AKRON EAST
GS0151
GS0151 HORZ DATUM - NAD 83(1986)
GS0151 VERT DATUM - NGVD 88
GS0151
GS0151 POSITION - 41 07 04.26858(N) 081 23 37.64815(W) ADJUSTED
GS0151 83 minus 27 -
GS0151
GS0151 HEIGHT - 339.798 (meters) 1114.821 (feet) GPS OBS
GS0151 88 minus 29 -
GS0151 ***********************************************************************
GS0151 LAPLACE CORR-
GS0151 GEOID HEIGHT- -33.548
GS0151
GS0151 HORZ ORDER - FIRST
GS0151 VERT ORDER - THIRD
GS0151
GS0151.The horizontal coordinates were established by GPS observations
GS0151.and adjusted by the Woolpert Consultants in March 1997.
GS0151
GS0151.The orthometric height was determined by GPS observations.
GS0151
GS0151
GS0151.The geoid height was determined by GEOID93.
GS0151
GS0151; North East Scale Converg.
GS0151;SPC OH N - 161737.545 692897.000 0.99993950 +0 43 36.20 MT
GS0151;SPC OH N - 530633.929 2273279.574 US SURVEY FEET
GS0151
GS0151_STATION MARK IS A SURVEY DISK
GS0151_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0151_THE MARK IS STAMPED: SUMMIT COUNTY GIS 151
GS0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0151+STABILITY: SURFACE MOTION
GS0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0151+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0151
GS0151 HISTORY - Year Condition Recov. By
GS0151 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0151
GS0151 STATION DESCRIPTION
GS0151
GS0151'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0151'THE STATION IS LOCATED 25.6' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0151'HOWE ROAD AND 140.4' WEST OF CENTERLINE OF PAVEMENT OF HUGHES DRIVE
GS0151'IT IS ALSO 58.2' SOUTHEAST OF A POWER POLE 48.4' SOUTHWEST OF A
GS0151'FIRE HYDRANT 143.8' SOUTHWEST OF THE POINT OF INTERSECTION OF HOWE
GS0151'ROAD AND HUGHES DRIVE 14.7' NORTHEAST OF A POWER POLE #97016 AND
GS0151'28' EAST OF A DRIVEWAY TO HOUSE #1262 HOWE ROAD.
GS0151
|
|
|
|
|
|
|
|
|
|
|
|
2273279.5
|
530633.5
|
0101000020960E0000AA1668C9FF574141B0EB98DA93312041
|
true
|
2013-01-29 06:23:00 -0500
|
false
|
41.11785238333333333334
|
-81.39379115277777777777
|
-81.3937911527778
|
41.1178523833332
|
2273279.57348903
|
530633.926947942
|
692896.999793455
|
161737.544408806
|
369
|
369
|
SUMMIT COUNTY GIS 152
|
GS0152
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
152
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1998 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
57.00543
|
N
|
81
|
41
|
14.36342
|
W
|
ADJUSTED
|
-33.47
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
159391.59
|
668266.999
|
0.9999393
|
+
|
0
|
32
|
1.99
|
|
MT
|
C
|
|
|
|
358.087
|
1174.824
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 18.2' EAST OF CENTERLINE OF PAVEMENT OF
MEDINA LINE ROAD AND 85.0' SOUTH OF EXTENDED CENTERLINE OF PAVEMENT
OF HATCH ROAD. IT IS ALSO 87.2' SOUTHEAST OF THE POINT OF
INTERSECTION OF MEDINA LINE AND HATCH ROADS, 109.2' SOUTH OF A POWER
POLE #62BX/3-8 AND 129.8' NORTH OF A POWER POLE #62BX/3-22, AT SOUTH
PROPERTY LINE OF HSE #1341. 9/14/2009: Station is in ditch line of Medina Line Road, a 9" round iron monument box has been added and a culvert has been installed to route the flow of the ditch around the station (wjs).
|
2018-07-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0152 ***********************************************************************
GS0152 DESIGNATION - SUMMIT COUNTY GIS 152
GS0152 PID - GS0152
GS0152 STATE/COUNTY- OH/SUMMIT
GS0152 USGS QUAD - WADSWORTH
GS0152
GS0152 HORZ DATUM - NAD 83(1986)
GS0152 VERT DATUM - NGVD 88
GS0152
GS0152 POSITION - 41 05 57.00543(N) 081 41 14.36342(W) ADJUSTED
GS0152 83 minus 27 -
GS0152
GS0152 HEIGHT - 358.087 (meters) 1174.824 (feet) GPS OBS
GS0152 88 minus 29 -
GS0152 ***********************************************************************
GS0152 LAPLACE CORR-
GS0152 GEOID HEIGHT- -33.479
GS0152
GS0152 HORZ ORDER - FIRST
GS0152 VERT ORDER - THIRD
GS0152
GS0152.The horizontal coordinates were established by GPS observations
GS0152.and adjusted by the Woolpert Consultants in March 1997.
GS0152
GS0152.The orthometric height was determined by GPS observations.
GS0152
GS0152
GS0152.The geoid height was determined by GEOID93.
GS0152
GS0152; North East Scale Converg.
GS0152;SPC OH N - 159391.590 668266.999 0.99993930 +0 32 1.997 MT
GS0152;SPC OH N - 522937.242 2192472.646 US SURVEY FEET
GS0152
GS0152_STATION MARK IS A SURVEY DISK
GS0152_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0152_THE MARK IS STAMPED: SUMMIT COUNTY GIS 152
GS0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0152+STABILITY: SURFACE MOTION
GS0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0152+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0152
GS0152 HISTORY - Year Condition Recov. By
GS0152 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0152 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
GS0152
GS0152 STATION DESCRIPTION
GS0152
GS0152'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0152'THE STATION IS LOCATED 18.2' EAST OF CENTERLINE OF PAVEMENT OF
GS0152'MEDINA LINE ROAD AND 85.0' SOUTH OF EXTENDED CENTERLINE OF PAVEMENT
GS0152'OF HATCH ROAD. IT IS ALSO 87.2' SOUTHEAST OF THE POINT OF
GS0152'INTERSECTIONOF MEDINA LINE AND HATCH ROADS 109.2' SOUTH OF A POWER
GS0152'POLE AND 129.8' NORTH OF A POWER POLE.
GS0152
|
|
|
|
|
|
|
|
|
|
|
|
2192472.25
|
522936.75
|
0101000020960E00006F0280522CBA4041B114A3F8E4EA1F41
|
true
|
2011-02-04 04:49:00 -0500
|
false
|
41.099168175
|
-81.68732317222222222222
|
-81.6873231722222
|
41.0991681749998
|
2192472.64453154
|
522937.242809604
|
668266.99858721
|
159391.590391531
|
370
|
370
|
SUMMIT COUNTY GIS 153
|
GS0153
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
153
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1998 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
58.05009
|
N
|
81
|
39
|
52.25933
|
W
|
ADJUSTED
|
-33.48
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
159441.916
|
670182.454
|
0.9999393
|
+
|
0
|
32
|
55.9
|
|
MT
|
C
|
|
|
|
337.995
|
1108.905
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 29.8' NORTH OF CENTERLINE OF PAVEMENT OF
COPLEY ROAD .4 MILES WEST OF CENTERLINE OF U.S. 21 OVERPASS 28.5'
EAST OF A POWER POLE 53' NORTHWEST OF A POWER POLE #CP4352
75.3' WEST OF A SUMMIT COUNTY R/W MARKER (ROUND BRASS PLATE ON A
10" HIGH CONCRETE PEDASTAL) AND 27.0' WEST OF CENTERLINE OF
DRIVEWAY TO HOUSE #4123 COPLEY ROAD.
GOOD FOR GPS.
|
2018-08-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0153 ***********************************************************************
GS0153 DESIGNATION - SUMMIT COUNTY GIS 153
GS0153 PID - GS0153
GS0153 STATE/COUNTY- OH/SUMMIT
GS0153 USGS QUAD - WADSWORTH
GS0153
GS0153 HORZ DATUM - NAD 83(1986)
GS0153 VERT DATUM - NGVD 88
GS0153
GS0153 POSITION - 41 05 58.05009(N) 081 39 52.25933(W) ADJUSTED
GS0153 83 minus 27 -
GS0153
GS0153 HEIGHT - 337.995 (meters) 1108.905 (feet) GPS OBS
GS0153 88 minus 29 -
GS0153 ***********************************************************************
GS0153 LAPLACE CORR-
GS0153 GEOID HEIGHT- -33.484
GS0153
GS0153 HORZ ORDER - FIRST
GS0153 VERT ORDER - THIRD
GS0153
GS0153.The horizontal coordinates were established by GPS observations
GS0153.and adjusted by the Woolpert Consultants in March 1997.
GS0153
GS0153.The orthometric height was determined by GPS observations.
GS0153
GS0153
GS0153.The geoid height was determined by GEOID93.
GS0153
GS0153; North East Scale Converg.
GS0153;SPC OH N - 159441.916 670182.454 0.99993930 +0 32 55.93 MT
GS0153;SPC OH N - 523102.353 2198756.934 US SURVEY FEET
GS0153
GS0153_STATION MARK IS A SURVEY DISK
GS0153_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0153_THE MARK IS STAMPED: SUMMIT COUNTY GIS 153
GS0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0153+STABILITY: SURFACE MOTION
GS0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0153+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0153
GS0153 HISTORY - Year Condition Recov. By
GS0153 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0153 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
GS0153
GS0153 STATION DESCRIPTION
GS0153
GS0153'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0153'THE STATION IS LOCATED 29.8' NORTH OF CENTERLINE OF PAVEMENT OF
GS0153'COPLEY ROAD .4 MILES WEST OF CENTERLINE OF U.S. 21 OVERPASS 28.5'
GS0153'EAST OF A POWER POLE 53' NORTHWEST OF A POWER POLE #CP4352
GS0153'75.3' WEST OF A SUMMIT COUNTY R/W MARKER (ROUND BRASS PLATE ON A
GS0153'10" HIGH CONCRETE PEDASTAL) AND 27.0' WEST OF CENTERLINE OF
GS0153'DRIVEWAY TO HOUSE #4123 COPLEY ROAD.
GS0153
|
|
|
|
|
|
|
|
|
|
|
|
2198756.0
|
523101.78125
|
0101000020960E00008C2AC77772C640416A8DA66879ED1F41
|
true
|
2011-01-03 06:06:00 -0500
|
false
|
41.09945835833333333333
|
-81.66451648055555555556
|
-81.6645164805556
|
41.0994583583332
|
2198756.93576557
|
523102.352197847
|
670182.454386254
|
159441.91583372
|
371
|
371
|
SUMMIT COUNTY GIS 154
|
GS0154
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
154
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCE HISTORY 2016 SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
51.11012
|
N
|
81
|
37
|
40.13148
|
W
|
ADJUSTED
|
-33.48
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
159258.033
|
673267.558
|
0.9999393
|
+
|
0
|
34
|
22.7
|
|
MT
|
C
|
|
|
|
325.23
|
1067.025
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.8' NORTHEAST OF CENTERLINE OF PAVEMENT OF
COPLEY ROAD .25 MILES WEST OF BROADVIEW AVENUE 88.6' SOUTHEAST OF A
POWER POLE 27.6' NORTHWEST OF A POWER POLE(1207/40) AND 35.5" EAST OF A FIRE HYDRANT.
LOCATED ON 3149 COPLEY ROAD, PVC CHEMICAL SOLUTIONS.
|
2018-08-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0154 ***********************************************************************
GS0154 DESIGNATION - SUMMIT COUNTY GIS 154
GS0154 PID - GS0154
GS0154 STATE/COUNTY- OH/SUMMIT
GS0154 USGS QUAD - WADSWORTH
GS0154
GS0154 HORZ DATUM - NAD 83(1986)
GS0154 VERT DATUM - NGVD 88
GS0154
GS0154 POSITION - 41 05 51.11012(N) 081 37 40.13148(W) ADJUSTED
GS0154 83 minus 27 -
GS0154
GS0154 HEIGHT - 325.230 (meters) 1067.025 (feet) GPS OBS
GS0154 88 minus 29 -
GS0154 ***********************************************************************
GS0154 LAPLACE CORR-
GS0154 GEOID HEIGHT- -33.487
GS0154
GS0154 HORZ ORDER - FIRST
GS0154 VERT ORDER - THIRD
GS0154
GS0154.The horizontal coordinates were established by GPS observations
GS0154.and adjusted by the Woolpert Consultants in March 1997.
GS0154
GS0154.The orthometric height was determined by GPS observations.
GS0154
GS0154
GS0154.The geoid height was determined by GEOID93.
GS0154
GS0154; North East Scale Converg.
GS0154;SPC OH N - 159258.033 673267.558 0.99993930 +0 34 22.73 MT
GS0154;SPC OH N - 522499.063 2208878.647 US SURVEY FEET
GS0154
GS0154_STATION MARK IS A SURVEY DISK
GS0154_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0154_THE MARK IS STAMPED: SUMMIT COUNTY GIS 154
GS0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0154+STABILITY: SURFACE MOTION
GS0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0154+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0154
GS0154 HISTORY - Year Condition Recov. By
GS0154 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0154
GS0154 STATION DESCRIPTION
GS0154
GS0154'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0154'THE STATION IS LOCATED 27.8' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0154'COPLEY ROAD .25 MILES WEST OF BROADVIEW AVENUE 88.6' SOUTHEAST OF A
GS0154'POWER POLE 27.6' NORTHWEST OF A POWER POLE AND 103' NORTHEAST OF A
GS0154'NORTHEAST CORNER OF A PORCH FOR HOUSE #3104 COPLEY ROAD.
GS0154
|
|
|
|
|
|
|
|
|
|
|
|
2208878.5
|
522498.96875
|
0101000020960E000045C3FB5237DA4041E99609400CE41F41
|
true
|
2013-08-28 09:49:00 -0400
|
false
|
41.09753058888888888889
|
-81.6278143
|
-81.6278143
|
41.0975305888887
|
2208878.64830819
|
522499.062536581
|
673267.558539453
|
159258.032777198
|
374
|
374
|
RI 5
|
CE1084
|
OH
|
Summit
|
West Richfield
|
|
|
Chiseled Square
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004- GOOD COSE FIELD CREW HISTORY - 2011- GOOD COSE FIELD CREW HISTORY 2016 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
14
|
25.1
|
N
|
81
|
38
|
15.98
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1138.71
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
THE STATION IS LOCATED 190.0' NORTH AND 34.0' WEST OF CLEVELAND-MASSILLON AND S.R. 303, 12.0' LOWER THAN THE INTERSECTION OF S.R. 303 AND BRECKSVILLE ROAD
ON THE WEST CONCRETE HEADWALL OF CULVERT.
|
2016-08-05 00:00:00 -0400
|
SCE
|
Good
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1084 *********************************************************************
CE1084 DESIGNATION - RI 5
CE1084 PID - CE1084
CE1084 STATE/COUNTY- OH/SUMMIT
CE1084
CE1084 HORZ DATUM - NAD 83(1986)
CE1084 VERT DATUM - NGVD 29
CE1084
CE1084 POSITION - 41 14 25.10 (N) 081 38 15.98 (W) SCALED
CE1084 83 MINUS 27 -
CE1084
CE1084 HEIGHT - (meters) 1138.71 (feet) ADJUST
CE1084 88 MINUS 29 -
CE1084 *********************************************************************
CE1084
CE1084 VERT ORDER - THIRD
CE1084
CE1084 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1084 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1084 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1084
CE1084_STATION MARK IS A CHISELED SQUARE
CE1084_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF A CULVERT
CE1084_THE MARK IS STAMPED: NO STAMP
CE1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1084+STABILITY: SURFACE MOTION
CE1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1084+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1084
CE1084 HISTORY - Year Condition Recov. By
CE1084 HISTORY - 1989 - GOOD COSE
CE1084 HISTORY - 2000 - GOOD COSE
CE1084 STATION DESCRIPTION
CE1084
CE1084 DESCRIBED BY COSE
CE1084 THE STATION IS LOCATED 190.0' NORTH AND 34.0' WEST
CE1084 OF CLEVELAND-MASSILLON AND S.R. 303 12.0' LOWER
CE1084 THAN INTERSECTION OF S.R. 303 AND BRECKSVILLE ROAD
CE1084 ON THE WEST CONCRETE HEADWALL OF CULVERT.
CE1084
|
|
|
|
|
|
|
|
|
|
|
|
2205545.0
|
574477.75
|
0101000020960E00009E9E7303DAD340415E96E6502F882141
|
true
|
2011-02-25 03:03:00 -0500
|
false
|
41.24030555555555555555
|
-81.63777222222222222222
|
-81.6377722222222
|
41.2403055555554
|
2205620.02696593
|
574487.658009242
|
672274.328767873
|
175104.188369578
|
375
|
375
|
SUMMIT COUNTY GIS 155
|
GS0155
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
155
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
HISTORY - DESTROYED COSE SURVEY FIELD CREW
HISTORY - 2014 UNABLE TO LOCATE COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
56.44229
|
N
|
81
|
36
|
39.59398
|
W
|
ADJUSTED
|
-33.49
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
159436.768
|
674678.452
|
0.9999393
|
+
|
0
|
35
|
2.5
|
|
MT
|
C
|
|
|
|
300.039
|
984.378
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 19.5' EAST OF CENTERLINE OF PAVEMENT OF
ABERTH DRIVE .25 MILES NORTH OF HENETTA AVENUE 91.2' NORTHEAST OF A
POWER POLE 76.2' SOUTHEAST OF A 24" MAPLE TREE 151' NORTHEAST OF
THE SOUTHEAST CORNER OF HOUSE #1080 ABERTH ROAD AND 147' SOUTHEAST
OF THE NORTHEAST CORNER OF THE SAME HOUSE.
SEWER CONSTRUCTION DESTROYED MONUMENT.
|
2014-05-12 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0155 ***********************************************************************
GS0155 DESIGNATION - SUMMIT COUNTY GIS 155
GS0155 PID - GS0155
GS0155 STATE/COUNTY- OH/SUMMIT
GS0155 USGS QUAD - AKRON WEST
GS0155
GS0155 HORZ DATUM - NAD 83(1986)
GS0155 VERT DATUM - NGVD 88
GS0155
GS0155 POSITION - 41 05 56.44229(N) 081 36 39.59398(W) ADJUSTED
GS0155 83 minus 27 -
GS0155
GS0155 HEIGHT - 300.039 (meters) 984.378 (feet) GPS OBS
GS0155 88 minus 29 -
GS0155 ***********************************************************************
GS0155 LAPLACE CORR-
GS0155 GEOID HEIGHT- -33.492
GS0155
GS0155 HORZ ORDER - FIRST
GS0155 VERT ORDER - THIRD
GS0155
GS0155.The horizontal coordinates were established by GPS observations
GS0155.and adjusted by the Woolpert Consultants in March 1997.
GS0155
GS0155.The orthometric height was determined by GPS observations.
GS0155
GS0155
GS0155.The geoid height was determined by GEOID93.
GS0155
GS0155; North East Scale Converg.
GS0155;SPC OH N - 159436.768 674678.452 0.99993930 +0 35 2.507 MT
GS0155;SPC OH N - 523085.463 2213507.555 US SURVEY FEET
GS0155
GS0155_STATION MARK IS A SURVEY DISK
GS0155_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0155_THE MARK IS STAMPED: SUMMIT COUNTY GIS 155
GS0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0155+STABILITY: SURFACE MOTION
GS0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0155+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0155
GS0155 HISTORY - Year Condition Recov. By
GS0155 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0155 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
GS0155
GS0155 STATION DESCRIPTION
GS0155
GS0155'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0155'THE STATION IS LOCATED 19.5' EAST OF CENTERLINE OF PAVEMENT OF
GS0155'ABERTH DRIVE .25 MILES NORTH OF HENETTA AVENUE 91.2' NORTHEAST OF A
GS0155'POWER POLE 76.2' SOUTHEAST OF A 24" MAPLE TREE 151' NORTHEAST OF
GS0155'THE SOUTHEAST CORNER OF HOUSE #1080 ABERTH ROAD AND 147' SOUTHEAST
GS0155'OF THE NORTHEAST CORNER OF THE SAME HOUSE.
GS0155
|
|
|
|
|
|
|
|
|
|
|
|
2213507.0
|
523085.0
|
0101000020960E000017A3C9C641E3404129BDA5DB35ED1F41
|
true
|
2014-05-13 08:41:00 -0400
|
false
|
41.09901174722222222222
|
-81.61099832777777777778
|
-81.6109983277778
|
41.0990117472221
|
2213507.55302848
|
523085.464499431
|
674678.451519982
|
159436.768452946
|
376
|
376
|
SUMMIT COUNTY GIS 156
|
GS0156
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
156
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
9.70702
|
N
|
81
|
25
|
23.17883
|
W
|
ADJUSTED
|
-33.51
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
160023.8
|
690456.176
|
0.9999393
|
+
|
0
|
42
|
26.8
|
|
MT
|
C
|
|
|
|
365.849
|
1200.29
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 25.5' WEST OF CENTERLINE OF PAVEMENT OF
WOODLAND 130.3' NORTH OF CENTERLINE OF PAVEMENT OF FAIRWOOD 11.5'
EAST OF POWER POLE #TA-14, 50.5' WEST OF POWER POLE #TA-4073
AND 23.9' NORTH OF A WATER METER BOX.
NOT GOOD FOR GPS.
|
2018-09-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0156 ***********************************************************************
GS0156 DESIGNATION - SUMMIT COUNTY GIS 156
GS0156 PID - GS0156
GS0156 STATE/COUNTY- OH/SUMMIT
GS0156 USGS QUAD - AKRON EAST
GS0156
GS0156 HORZ DATUM - NAD 83(1986)
GS0156 VERT DATUM - NGVD 88
GS0156
GS0156 POSITION - 41 06 09.70702(N) 081 25 23.17883(W) ADJUSTED
GS0156 83 minus 27 -
GS0156
GS0156 HEIGHT - 365.849 (meters) 1200.290 (feet) GPS OBS
GS0156 88 minus 29 -
GS0156 ***********************************************************************
GS0156 LAPLACE CORR-
GS0156 GEOID HEIGHT- -33.519
GS0156
GS0156 HORZ ORDER - FIRST
GS0156 VERT ORDER - THIRD
GS0156
GS0156.The horizontal coordinates were established by GPS observations
GS0156.and adjusted by the Woolpert Consultants in March 1997.
GS0156
GS0156.The orthometric height was determined by GPS observations.
GS0156
GS0156
GS0156.The geoid height was determined by GEOID93.
GS0156
GS0156; North East Scale Converg.
GS0156;SPC OH N - 160023.800 690456.176 0.99993930 +0 42 26.87 MT
GS0156;SPC OH N - 525011.417 2265271.637 US SURVEY FEET
GS0156
GS0156_STATION MARK IS A SURVEY DISK
GS0156_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0156_THE MARK IS STAMPED: SUMMIT COUNTY GIS 156
GS0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0156+STABILITY: SURFACE MOTION
GS0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0156+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0156
GS0156 HISTORY - Year Condition Recov. By
GS0156 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0156
GS0156 STATION DESCRIPTION
GS0156
GS0156'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0156'THE STATION IS LOCATED 25.5' WEST OF CENTERLINE OF PAVEMENT OF
GS0156'WOODLAND 130.3' NORTH OF CENTERLINE OF PAVEMENT OF FAIRWOOD 11.5'
GS0156'EAST OF A POWER POLE 50.5' WEST OF A POWER POLE AND 23.9' NORTH OF
GS0156'A WATER METER BOX.
GS0156
|
|
|
|
|
|
|
|
|
|
|
|
2265272.25
|
525011.0625
|
0101000020960E00008C557BD15B484141B5DA1CD6A6052041
|
true
|
2013-05-10 10:27:00 -0400
|
false
|
41.10269639444444444444
|
-81.42310523055555555556
|
-81.4231052305556
|
41.1026963944443
|
2265271.63657636
|
525011.418188891
|
690456.175740826
|
160023.800311556
|
377
|
377
|
SUMMIT COUNTY GIS 157
|
GS0157
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
157
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
2.36824
|
N
|
81
|
23
|
49.25522
|
W
|
ADJUSTED
|
-33.52
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
159824.826
|
692650.402
|
0.9999393
|
+
|
0
|
43
|
28.5
|
|
MT
|
C
|
|
|
|
350.899
|
1151.241
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 30.7' NORTH OF CENTERLINE OF PAVEMENT OF
EAST AVENUE AND 41.8' WEST OF CENTERLINE OF WASHBURN. IT IS ALSO
53.5' NORTHWEST OF THE POINT OF INTERSECTION OF WASHBURN AND EAST
AVENUE 24.9' WEST OF POWER POLE #101577 AND 101.2' NORTHEAST OF
POWER POLE # TA-1081.
GOOD FOR GPS.
|
2019-01-08 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0157 ***********************************************************************
GS0157 DESIGNATION - SUMMIT COUNTY GIS 157
GS0157 PID - GS0157
GS0157 STATE/COUNTY- OH/SUMMIT
GS0157 USGS QUAD - AKRON EAST
GS0157
GS0157 HORZ DATUM - NAD 83(1986)
GS0157 VERT DATUM - NGVD 88
GS0157
GS0157 POSITION - 41 06 02.36824(N) 081 23 49.25522(W) ADJUSTED
GS0157 83 minus 27 -
GS0157
GS0157 HEIGHT - 350.899 (meters) 1151.241 (feet) GPS OBS
GS0157 88 minus 29 -
GS0157 ***********************************************************************
GS0157 LAPLACE CORR-
GS0157 GEOID HEIGHT- -33.523
GS0157
GS0157 HORZ ORDER - FIRST
GS0157 VERT ORDER - THIRD
GS0157
GS0157.The horizontal coordinates were established by GPS observations
GS0157.and adjusted by the Woolpert Consultants in March 1997.
GS0157
GS0157.The orthometric height was determined by GPS observations.
GS0157
GS0157
GS0157.The geoid height was determined by GEOID93.
GS0157
GS0157; North East Scale Converg.
GS0157;SPC OH N - 159824.826 692650.402 0.99993930 +0 43 28.58 MT
GS0157;SPC OH N - 524358.617 2272470.527 US SURVEY FEET
GS0157
GS0157_STATION MARK IS A SURVEY DISK
GS0157_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0157_THE MARK IS STAMPED: SUMMIT COUNTY GIS 157
GS0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0157+STABILITY: SURFACE MOTION
GS0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0157+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0157
GS0157 HISTORY - Year Condition Recov. By
GS0157 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0157
GS0157 STATION DESCRIPTION
GS0157
GS0157'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0157'THE STATION IS LOCATED 30.7' NORTH OF CENTERLINE OF PAVEMENT OF
GS0157'EAST AVENUE AND 41.8' WEST OF CENTERLINE OF WASHBURN. IT IS ALSO
GS0157'53.5' NORTHWEST OF THE POINT OF INTERSECTION OF WASHBURN AND EAST
GS0157'AVENUE 24.9' EAST OF A POWER POLE AND 101.2' NORTHEAST OF A POWER
GS0157'POLE.
GS0157
|
|
|
|
|
|
|
|
|
|
|
|
2272469.75
|
524358.8125
|
0101000020960E0000944E62436B5641418C74923C8D002041
|
true
|
2013-05-10 10:27:00 -0400
|
false
|
41.10065784444444444444
|
-81.39701533888888888889
|
-81.3970153388889
|
41.1006578444443
|
2272470.52643759
|
524358.618304865
|
692650.401758981
|
159824.82650896
|
378
|
378
|
SUMMIT COUNTY GIS 158
|
GS0158
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
158
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1998 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
19.46694
|
N
|
81
|
41
|
14.84707
|
W
|
ADJUSTED
|
-33.42
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
156382.857
|
668283.744
|
0.9999391
|
+
|
0
|
32
|
1.68
|
|
MT
|
C
|
|
|
|
338.843
|
1111.687
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 31.4' EAST OF CENTERLINE OF PAVEMENT OF
MEDINA LINE ROAD AND 20.7' NORTH OF EXTENDED CENTERLINE OF PAVEMENT
OF KOONTZ ROAD. IT IS ALSO 36.8' NORTHEAST OF THE POINT OF
INTERSECTION OF MEDINA LINE AND KOONTZ ROADS AND 2.7' EAST OF A
POWER POLE. ALONG THE NORTH PROPERTY LINE OF HOUSE #2339.
FAIR GPS
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0158 ***********************************************************************
GS0158 DESIGNATION - SUMMIT COUNTY GIS 158
GS0158 PID - GS0158
GS0158 STATE/COUNTY- OH/SUMMIT
GS0158 USGS QUAD - WADSWORTH
GS0158
GS0158 HORZ DATUM - NAD 83(1986)
GS0158 VERT DATUM - NGVD 88
GS0158
GS0158 POSITION - 41 04 19.46694(N) 081 41 14.84707(W) ADJUSTED
GS0158 83 minus 27 -
GS0158
GS0158 HEIGHT - 338.843 (meters) 1111.687 (feet) GPS OBS
GS0158 88 minus 29 -
GS0158 ***********************************************************************
GS0158 LAPLACE CORR-
GS0158 GEOID HEIGHT- -33.422
GS0158
GS0158 HORZ ORDER - FIRST
GS0158 VERT ORDER - THIRD
GS0158
GS0158.The horizontal coordinates were established by GPS observations
GS0158.and adjusted by the Woolpert Consultants in March 1997.
GS0158
GS0158.The orthometric height was determined by GPS observations.
GS0158
GS0158
GS0158.The geoid height was determined by GEOID93.
GS0158
GS0158; North East Scale Converg.
GS0158;SPC OH N - 156382.857 668283.744 0.99993910 +0 32 1.680 MT
GS0158;SPC OH N - 513066.090 2192527.583 US SURVEY FEET
GS0158
GS0158_STATION MARK IS A SURVEY DISK
GS0158_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0158_THE MARK IS STAMPED: SUMMIT COUNTY GIS 158
GS0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0158+STABILITY: SURFACE MOTION
GS0158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0158+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0158
GS0158 HISTORY - Year Condition Recov. By
GS0158 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0158 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
GS0158
GS0158 STATION DESCRIPTION
GS0158
GS0158'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0158'THE STATION IS LOCATED 31.4' EAST OF CENTERLINE OF PAVEMENT OF
GS0158'MEDINA LINE ROAD AND 20.7' NORTH OF EXTENDED CENTERLINE OF PAVEMENT
GS0158'OF KOONTZ ROAD. IT IS ALSO 36.8' NORTHEAST OF THE POINT OF
GS0158'INTERSECTION OF MEDINA LINE AND KOONTZ ROADS AND 2.7' EAST OF A
GS0158'POWER POLE.
GS0158
|
|
|
|
|
|
|
|
|
|
|
|
2192528.5
|
513066.375
|
0101000020960E0000082CCECA47BA4041DD6EAF5AA8501F41
|
true
|
2011-02-04 09:05:00 -0500
|
false
|
41.07207415
|
-81.68745751944444444444
|
-81.6874575194445
|
41.0720741499999
|
2192527.58441687
|
513066.088559849
|
668283.744297751
|
156382.85655874
|
379
|
379
|
SUMMIT COUNTY GIS 159
|
GS0159
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
159
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1998 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
52.14745
|
N
|
81
|
40
|
31.17
|
W
|
ADJUSTED
|
-33.44
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
157400.472
|
669293.764
|
0.9999391
|
+
|
0
|
32
|
30.3
|
|
MT
|
C
|
|
|
|
306.829
|
1006.655
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.2' SOUTH OF CENTERLINE OF PAVEMENT OF
MINOR ROAD .65 MILES OF CENTERLINE OF PAVEMENT OF MEDINA LINE ROAD
58.1' EAST OF A TELEPHONE POLE AND 119.8' WEST OF A TELEPHONE POLE.
IN FRONT OF HOUSE 4300.
|
2018-06-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0159 ***********************************************************************
GS0159 DESIGNATION - SUMMIT COUNTY GIS 159
GS0159 PID - GS0159
GS0159 STATE/COUNTY- OH/SUMMIT
GS0159 USGS QUAD - WADSWORTH
GS0159
GS0159 HORZ DATUM - NAD 83(1986)
GS0159 VERT DATUM - NGVD 88
GS0159
GS0159 POSITION - 41 04 52.14745(N) 081 40 31.17000(W) ADJUSTED
GS0159 83 minus 27 -
GS0159
GS0159 HEIGHT - 306.829 (meters) 1006.655 (feet) GPS OBS
GS0159 88 minus 29 -
GS0159 ***********************************************************************
GS0159 LAPLACE CORR-
GS0159 GEOID HEIGHT- -33.444
GS0159
GS0159 HORZ ORDER - FIRST
GS0159 VERT ORDER - THIRD
GS0159
GS0159.The horizontal coordinates were established by GPS observations
GS0159.and adjusted by the Woolpert Consultants in March 1997.
GS0159
GS0159.The orthometric height was determined by GPS observations.
GS0159
GS0159
GS0159.The geoid height was determined by GEOID93.
GS0159
GS0159; North East Scale Converg.
GS0159;SPC OH N - 157400.472 669293.764 0.99993910 +0 32 30.37 MT
GS0159;SPC OH N - 516404.715 2195841.291 US SURVEY FEET
GS0159
GS0159_STATION MARK IS A SURVEY DISK
GS0159_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0159_THE MARK IS STAMPED: SUMMIT COUNTY GIS 159
GS0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0159+STABILITY: SURFACE MOTION
GS0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0159+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0159
GS0159 HISTORY - Year Condition Recov. By
GS0159 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0159 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
GS0159
GS0159 STATION DESCRIPTION
GS0159
GS0159'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0159'THE STATION IS LOCATED 27.2' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0159'MINOR ROAD .65 MILES OF CENTERLINE OF PAVEMENT OF MEDINA LINE ROAD
GS0159'58.1' EAST OF A TELEPHONE POLE AND 119.8' WEST OF A TELEPHONE POLE.
GS0159
|
|
|
|
|
|
|
|
|
|
|
|
2195841.75
|
516405.375
|
0101000020960E0000EBF256A5C0C04041980F36DCD2841F41
|
true
|
2013-08-23 10:38:00 -0400
|
false
|
41.08115206944444444445
|
-81.675325
|
-81.675325
|
41.0811520694443
|
2195841.29171597
|
516404.715049976
|
669293.764302556
|
157400.471948157
|
380
|
380
|
SUMMIT COUNTY GIS 160
|
GS0160
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
160
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
57.47745
|
N
|
81
|
38
|
38.0973
|
W
|
ADJUSTED
|
-33.45
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
157590.308
|
671931.233
|
0.9999391
|
+
|
0
|
33
|
44.6
|
|
MT
|
C
|
|
|
|
308.497
|
1012.127
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 31.5' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
CLEVELAND-MASSILLON ROAD, 0 .1 MILES NORTH OF MINOR ROAD, 39.8'
SOUTHEAST OF A POWER POLE # P158 AND 33.9' NORTHWEST OF A POWER POLE #P159. LOCATED ON PROPERTY FOR HOUSE # 2052.
|
2018-06-19 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0160 ***********************************************************************
GS0160 DESIGNATION - SUMMIT COUNTY GIS 160
GS0160 PID - GS0160
GS0160 STATE/COUNTY- OH/SUMMIT
GS0160 USGS QUAD - WADSWORTH
GS0160
GS0160 HORZ DATUM - NAD 83(1986)
GS0160 VERT DATUM - NGVD 88
GS0160
GS0160 POSITION - 41 04 57.47745(N) 081 38 38.09730(W) ADJUSTED
GS0160 83 minus 27 -
GS0160
GS0160 HEIGHT - 308.497 (meters) 1012.127 (feet) GPS OBS
GS0160 88 minus 29 -
GS0160 ***********************************************************************
GS0160 LAPLACE CORR-
GS0160 GEOID HEIGHT- -33.455
GS0160
GS0160 HORZ ORDER - FIRST
GS0160 VERT ORDER - THIRD
GS0160
GS0160.The horizontal coordinates were established by GPS observations
GS0160.and adjusted by the Woolpert Consultants in March 1997.
GS0160
GS0160.The orthometric height was determined by GPS observations.
GS0160
GS0160
GS0160.The geoid height was determined by GEOID93.
GS0160
GS0160; North East Scale Converg.
GS0160;SPC OH N - 157590.308 671931.233 0.99993910 +0 33 44.65 MT
GS0160;SPC OH N - 517027.535 2204494.387 US SURVEY FEET
GS0160
GS0160_STATION MARK IS A SURVEY DISK
GS0160_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0160_THE MARK IS STAMPED: SUMMIT COUNTY GIS 160
GS0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0160+STABILITY: SURFACE MOTION
GS0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0160+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0160
GS0160 HISTORY - Year Condition Recov. By
GS0160 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0160 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0160
GS0160 STATION DESCRIPTION
GS0160
GS0160'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0160'THE STATION IS LOCATED 31.5' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
GS0160'CLEVELAND-MASSILLON ROAD .1 MILES NORTH OF MINOR ROAD 39.8'
GS0160'SOUTHEAST OF A POWER POLE AND 33.9' NORTHWEST OF A POWER POLE.
GS0160'LOCATED ON PROPERTY FOR HOUSE NUMBER 2052
GS0160
|
|
|
|
|
|
|
|
|
|
|
|
2204495.0
|
517028.03125
|
0101000020960E000058FA5431A7D14041DE43E5248E8E1F41
|
true
|
2011-02-04 04:48:00 -0500
|
false
|
41.082632625
|
-81.64391591666666666666
|
-81.6439159166667
|
41.0826326249999
|
2204494.38540582
|
517027.536030827
|
671931.232534158
|
157590.308162794
|
381
|
381
|
SUMMIT COUNTY GIS 161
|
GS0161
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
161
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
12.73824
|
N
|
81
|
38
|
25.10244
|
W
|
ADJUSTED
|
-33.43
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
156213.295
|
672248.125
|
0.9999391
|
+
|
0
|
33
|
53.1
|
|
MT
|
C
|
|
|
|
314.613
|
1032.193
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.5' NORTH OF CENTERLINE OF PAVEMENT OF
STIMSON ROAD AND 191.2' WEST OF THE POINT OF INTERSECTION OF
CLEVELAND-MASSILLON AND STIMSON ROADS ALONG THE CENTERLINE OF
STIMSON ROAD. IT IS ALSO 211.8' EAST OF A POWER POLE AND
59.8' WEST OF POWER POLE #CP-738. THIS STATION IS ON THE NORTH SIDE
OF STIMSON ROAD.
GOOD FOR GPS.
|
2018-06-19 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0161 ***********************************************************************
GS0161 DESIGNATION - SUMMIT COUNTY GIS 161
GS0161 PID - GS0161
GS0161 STATE/COUNTY- OH/SUMMIT
GS0161 USGS QUAD - WADSWORTH
GS0161
GS0161 HORZ DATUM - NAD 83(1986)
GS0161 VERT DATUM - NGVD 88
GS0161
GS0161 POSITION - 41 04 12.73824(N) 081 38 25.10244(W) ADJUSTED
GS0161 83 minus 27 -
GS0161
GS0161 HEIGHT - 314.613 (meters) 1032.193 (feet) GPS OBS
GS0161 88 minus 29 -
GS0161 ***********************************************************************
GS0161 LAPLACE CORR-
GS0161 GEOID HEIGHT- -33.431
GS0161
GS0161 HORZ ORDER - FIRST
GS0161 VERT ORDER - THIRD
GS0161
GS0161.The horizontal coordinates were established by GPS observations
GS0161.and adjusted by the Woolpert Consultants in March 1997.
GS0161
GS0161.The orthometric height was determined by GPS observations.
GS0161
GS0161
GS0161.The geoid height was determined by GEOID93.
GS0161
GS0161; North East Scale Converg.
GS0161;SPC OH N - 156213.295 672248.125 0.99993910 +0 33 53.19 MT
GS0161;SPC OH N - 512509.785 2205534.057 US SURVEY FEET
GS0161
GS0161_STATION MARK IS A SURVEY DISK
GS0161_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0161_THE MARK IS STAMPED: SUMMIT COUNTY GIS 161
GS0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0161+STABILITY: SURFACE MOTION
GS0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0161+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0161
GS0161 HISTORY - Year Condition Recov. By
GS0161 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0161 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0161
GS0161 STATION DESCRIPTION
GS0161
GS0161'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0161'THE STATION IS LOCATED 22.5' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
GS0161'STIMSON ROAD AND 191.2' NORTHWEST OF THE POINT OF INTERSECTION OF
GS0161'CLEVELAND-MASSILLON AND STIMSON ROADS ALONG THE CENTERLINE OF
GS0161'STIMSON ROAD. IT IS ALSO 211.8' SOUTHEAST OF A POWER POLE AND
GS0161'59.8' NORTHWEST OF A POWER POLE. THIS STATION IS ON THE NORTH SIDE
GS0161'OF STIMSON ROAD.
GS0161
|
|
|
|
|
|
|
|
|
|
|
|
2205534.5
|
512510.03125
|
0101000020960E0000E3941007AFD340417BF63625F7471F41
|
true
|
2011-01-31 09:23:00 -0500
|
false
|
41.07020506666666666667
|
-81.64030623333333333333
|
-81.6403062333333
|
41.0702050666665
|
2205534.05519353
|
512509.786342479
|
672248.124519237
|
156213.29530376
|
382
|
382
|
SUMMIT COUNTY GIS 162
|
GS0162
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
162
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1998 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE COSE SURVEY FIELD CREW HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
5
|
3.32055
|
N
|
81
|
37
|
10.34755
|
W
|
ADJUSTED
|
-33.46
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
157790.93
|
673977.413
|
0.9999392
|
+
|
0
|
34
|
42.3
|
|
MT
|
C
|
|
|
|
318.933
|
1046.366
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.4' WEST OF CENTERLINE OF PAVEMENT OF
JACOBY ROAD .5 MILES NORTH OF KENDALL ROAD .15 MILES SOUTH OF COLON
DRIVE 48.5' NORTH OF A POWER POLE 98.6' EAST OF THE SOUTHEAST CORNER OF
HOUSE #1756 JACOBY ROAD AND 111.6' SOUTHEAST OF THE NORTHEAST CORNER OF THE SAME HOUSE.
|
2018-08-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0162 ***********************************************************************
GS0162 DESIGNATION - SUMMIT COUNTY GIS 162
GS0162 PID - GS0162
GS0162 STATE/COUNTY- OH/SUMMIT
GS0162 USGS QUAD - AKRON WEST
GS0162
GS0162 HORZ DATUM - NAD 83(1986)
GS0162 VERT DATUM - NGVD 88
GS0162
GS0162 POSITION - 41 05 03.32055(N) 081 37 10.34755(W) ADJUSTED
GS0162 83 minus 27 -
GS0162
GS0162 HEIGHT - 318.933 (meters) 1046.366 (feet) GPS OBS
GS0162 88 minus 29 -
GS0162 ***********************************************************************
GS0162 LAPLACE CORR-
GS0162 GEOID HEIGHT- -33.463
GS0162
GS0162 HORZ ORDER - FIRST
GS0162 VERT ORDER - THIRD
GS0162
GS0162.The horizontal coordinates were established by GPS observations
GS0162.and adjusted by the Woolpert Consultants in March 1997.
GS0162
GS0162.The orthometric height was determined by GPS observations.
GS0162
GS0162
GS0162.The geoid height was determined by GEOID93.
GS0162
GS0162; North East Scale Converg.
GS0162;SPC OH N - 157790.930 673977.413 0.99993920 +0 34 42.30 MT
GS0162;SPC OH N - 517685.743 2211207.562 US SURVEY FEET
GS0162
GS0162_STATION MARK IS A SURVEY DISK
GS0162_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0162_THE MARK IS STAMPED: SUMMIT COUNTY GIS 162
GS0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0162+STABILITY: SURFACE MOTION
GS0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0162+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0162
GS0162 HISTORY - Year Condition Recov. By
GS0162 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0162 HISTORY - 1998 GOOD COSE SURVEY FIELD CREW
GS0162
GS0162 STATION DESCRIPTION
GS0162
GS0162'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0162'THE STATION IS LOCATED 27.4' WEST OF CENTERLINE OF PAVEMENT OF
GS0162'JACOBY ROAD .5 MILES NORTH OF KENDALL ROAD .15 MILES SOUTH OF COLON
GS0162'DRIVE 48.5' NORTH OF A POWER POLE 112.1' SOUTH OF A POWER POLE
GS0162'98.6' EAST OF THE SOUTHEAST CORNER OF HOUSE #1756 JACOBY ROAD AND
GS0162'111.6' SOUTHEAST OF THE NORTHEAST CORNER OF THE SAME HOUSE.
GS0162
|
|
|
|
|
|
|
|
|
|
|
|
2211208.5
|
517685.5625
|
0101000020960E0000D5B4EAC7C3DE404176D3C3F8D6981F41
|
true
|
2011-02-01 03:06:00 -0500
|
false
|
41.08425570833333333333
|
-81.61954098611111111111
|
-81.6195409861111
|
41.0842557083332
|
2211207.56185017
|
517685.742934517
|
673977.412806757
|
157790.930028284
|
383
|
383
|
SUMMIT COUNTY GIS 163
|
GS0163
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
163
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE COSE SURVEY FIELD CREW HISTORY 2018 SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
25.09599
|
N
|
81
|
36
|
11.57512
|
W
|
ADJUSTED
|
-33.44
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
156625.861
|
675361.195
|
0.9999391
|
+
|
0
|
35
|
20.9
|
|
MT
|
C
|
|
|
|
295.548
|
969.644
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.3' NORTH OF CENTERLINE OF PAVEMENT OF
WRIGHT ROAD AND 75.5' EAST OF EXTENDED CENTERLINE OF PAVEMENT OF
JEROME AVENUE. IT IS ALSO 79.1' NORTHEAST OF THE POINT OF
INTERSECTION OF WRIGHT ROAD AND JEROME AVENUE 27.0' EAST OF POWER
POLE #P-438 AND 139.0' WEST OF POWER POLE #CP-436.
GOOD FOR GPS.
|
2018-08-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0163 ***********************************************************************
GS0163 DESIGNATION - SUMMIT COUNTY GIS 163
GS0163 PID - GS0163
GS0163 STATE/COUNTY- OH/SUMMIT
GS0163 USGS QUAD - AKRON WEST
GS0163
GS0163 HORZ DATUM - NAD 83(1986)
GS0163 VERT DATUM - NGVD 88
GS0163
GS0163 POSITION - 41 04 25.09599(N) 081 36 11.57512(W) ADJUSTED
GS0163 83 minus 27 -
GS0163
GS0163 HEIGHT - 295.548 (meters) 969.644 (feet) GPS OBS
GS0163 88 minus 29 -
GS0163 ***********************************************************************
GS0163 LAPLACE CORR-
GS0163 GEOID HEIGHT- -33.446
GS0163
GS0163 HORZ ORDER - FIRST
GS0163 VERT ORDER - THIRD
GS0163
GS0163.The horizontal coordinates were established by GPS observations
GS0163.and adjusted by the Woolpert Consultants in March 1997.
GS0163
GS0163.The orthometric height was determined by GPS observations.
GS0163
GS0163
GS0163.The geoid height was determined by GEOID93.
GS0163
GS0163; North East Scale Converg.
GS0163;SPC OH N - 156625.861 675361.195 0.99993910 +0 35 20.91 MT
GS0163;SPC OH N - 513863.346 2215747.521 US SURVEY FEET
GS0163
GS0163_STATION MARK IS A SURVEY DISK
GS0163_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0163_THE MARK IS STAMPED: SUMMIT COUNTY GIS 163
GS0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0163+STABILITY: SURFACE MOTION
GS0163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0163+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0163
GS0163 HISTORY - Year Condition Recov. By
GS0163 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0163 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0163
GS0163 STATION DESCRIPTION
GS0163
GS0163'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0163'THE STATION IS LOCATED 24.3' NORTH OF CENTERLINE OF PAVEMENT OF
GS0163'WRIGHT ROAD AND 75.5' EAST OF EXTENDED CENTERLINE OF PAVEMENT OF
GS0163'JEROME AVENUE. IT IS ALSO 79.1' NORTHEAST OF THE POINT OF
GS0163'INTERSECTION OF WRIGHT ROAD AND JEROME AVENUE 27.0' EAST OF A POWER
GS0163'POLE AND 139.0' WEST OF A POWER POLE.
GS0163
|
|
|
|
|
|
|
|
|
|
|
|
2215746.75
|
513863.75
|
0101000020960E00009E20B5C2A1E74041D82225621D5D1F41
|
true
|
2011-02-01 02:38:00 -0500
|
false
|
41.073637775
|
-81.60321531111111111111
|
-81.6032153111111
|
41.0736377749998
|
2215747.52115257
|
513863.345844788
|
675361.195169693
|
156625.861065194
|
384
|
384
|
SUMMIT COUNTY GIS 164
|
GS0164
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
164
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
3.71743
|
N
|
81
|
24
|
44.29679
|
W
|
ADJUSTED
|
-33.45
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
154298.313
|
691434.896
|
0.9999392
|
+
|
0
|
42
|
52.4
|
|
MT
|
C
|
|
|
|
357.674
|
1173.469
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 23.0' SOUTH OF CENTERLINE OF PAVEMENT OF
MOGADORE ROAD AND 162.3' WEST OF CENTERLINE OF PAVEMENT OF MARION
AVENUE. IT IS ALSO 115.4' SOUTHEAST OF POWER POLE #SP-2252, 78.2'
SOUTHWEST OF POWER POLE#SP-2251 AND 111.8' EAST OF A POWER POLE
WITH NO NUMBER. IN FRONT OF MOGADORE PARK TOWNHOUSE APTS.
GOOD FOR GPS.
|
2017-09-26 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0164 ***********************************************************************
GS0164 DESIGNATION - SUMMIT COUNTY GIS 164
GS0164 PID - GS0164
GS0164 STATE/COUNTY- OH/SUMMIT
GS0164 USGS QUAD - AKRON EAST
GS0164
GS0164 HORZ DATUM - NAD 83(1986)
GS0164 VERT DATUM - NGVD 88
GS0164
GS0164 POSITION - 41 03 03.71743(N) 081 24 44.29679(W) ADJUSTED
GS0164 83 minus 27 -
GS0164
GS0164 HEIGHT - 357.674 (meters) 1173.469 (feet) GPS OBS
GS0164 88 minus 29 -
GS0164 ***********************************************************************
GS0164 LAPLACE CORR-
GS0164 GEOID HEIGHT- -33.455
GS0164
GS0164 HORZ ORDER - FIRST
GS0164 VERT ORDER - THIRD
GS0164
GS0164.The horizontal coordinates were established by GPS observations
GS0164.and adjusted by the Woolpert Consultants in March 1997.
GS0164
GS0164.The orthometric height was determined by GPS observations.
GS0164
GS0164
GS0164.The geoid height was determined by GEOID93.
GS0164
GS0164; North East Scale Converg.
GS0164;SPC OH N - 154298.313 691434.896 0.99993920 +0 42 52.42 MT
GS0164;SPC OH N - 506227.049 2268482.655 US SURVEY FEET
GS0164
GS0164_STATION MARK IS A SURVEY DISK
GS0164_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0164_THE MARK IS STAMPED: SUMMIT COUNTY GIS 164
GS0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0164+STABILITY: SURFACE MOTION
GS0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0164+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0164
GS0164 HISTORY - Year Condition Recov. By
GS0164 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0164 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0164
GS0164 STATION DESCRIPTION
GS0164
GS0164'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0164'THE STATION IS LOCATED 23.0' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0164'MOGADORE ROAD AND 162.3' WEST OF CENTERLINE OF PAVEMENT OF MARION
GS0164'AVENUE. IT IS ALSO 115.4' SOUTHEAST OF A POWER POLE 78.2'
GS0164'SOUTHWEST OF A POWER POLE AND 111.8' EAST OF A POWER POLE.
GS0164
|
|
|
|
|
|
|
|
|
|
|
|
2268481.75
|
506227.1875
|
0101000020960E00006B58BE53A14E414151AC9730CCE51E41
|
true
|
2011-04-22 04:42:00 -0400
|
false
|
41.05103261944444444444
|
-81.41230466388888888889
|
-81.4123046638889
|
41.0510326194443
|
2268482.65424638
|
506227.047453587
|
691434.895884089
|
154298.312660462
|
385
|
385
|
SUMMIT COUNTY GIS 166
|
GS0166
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
166
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
59.95272
|
N
|
81
|
23
|
41.50269
|
W
|
ADJUSTED
|
-33.5
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
157901.944
|
692855.68
|
0.9999392
|
+
|
0
|
43
|
33.6
|
|
MT
|
C
|
|
|
|
347.07
|
1138.679
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.7' NORTHEAST OF CENTERLINE OF PAVEMENT OF
EASTWOOD AVENUE AND 47.7' EAST OF THE POINT OF INTERSECTION OF
EASTWOOD AVENUE AND THE RAILROAD TRACKS. IT IS ALSO 122.8'
SOUTHEAST OF POWER POLE WITH NO NUMBER AND 50' NORTH OF
POWER POLE 63BE/4C-3. 16 FEET SOUTHWEST OF RR TRACK
GOOD FOR GPS.
|
2019-04-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0166 ***********************************************************************
GS0166 DESIGNATION - SUMMIT COUNTY GIS 166
GS0166 PID - GS0166
GS0166 STATE/COUNTY- OH/SUMMIT
GS0166 USGS QUAD - AKRON EAST
GS0166
GS0166 HORZ DATUM - NAD 83(1986)
GS0166 VERT DATUM - NGVD 88
GS0166
GS0166 POSITION - 41 04 59.95272(N) 081 23 41.50269(W) ADJUSTED
GS0166 83 minus 27 -
GS0166
GS0166 HEIGHT - 347.070 (meters) 1138.679 (feet) GPS OBS
GS0166 88 minus 29 -
GS0166 ***********************************************************************
GS0166 LAPLACE CORR-
GS0166 GEOID HEIGHT- -33.501
GS0166
GS0166 HORZ ORDER - FIRST
GS0166 VERT ORDER - THIRD
GS0166
GS0166.The horizontal coordinates were established by GPS observations
GS0166.and adjusted by the Woolpert Consultants in March 1997.
GS0166
GS0166.The orthometric height was determined by GPS observations.
GS0166
GS0166
GS0166.The geoid height was determined by GEOID93.
GS0166
GS0166; North East Scale Converg.
GS0166;SPC OH N - 157901.944 692855.680 0.99993920 +0 43 33.67 MT
GS0166;SPC OH N - 518049.961 2273144.010 US SURVEY FEET
GS0166
GS0166_STATION MARK IS A SURVEY DISK
GS0166_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0166_THE MARK IS STAMPED: SUMMIT COUNTY GIS 166
GS0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0166+STABILITY: SURFACE MOTION
GS0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0166+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0166
GS0166 HISTORY - Year Condition Recov. By
GS0166 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0166
GS0166 STATION DESCRIPTION
GS0166
GS0166'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0166'THE STATION IS LOCATED 21.7' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0166'EASTWOOD AVENUE AND 47.7' EAST OF THE POINT OF INTERSECTION OF
GS0166'EASTWOOD AVENUE AND THE RAILROAD TRACKS. IT IS ALSO 122.8'
GS0166'SOUTHEAST OF A POWER POLE AND 93.0' SOUTH OF A POWER POLE.
GS0166
|
|
|
|
|
|
|
|
|
|
|
|
2273144.75
|
518050.125
|
0101000020960E000095124001BC574141405D5BD8879E1F41
|
true
|
2013-05-13 10:40:00 -0400
|
false
|
41.0833202
|
-81.39486185833333333333
|
-81.3948618583333
|
41.0833201999998
|
2273144.00976784
|
518049.961286027
|
692855.679888597
|
157901.944003852
|
386
|
386
|
SUMMIT COUNTY GIS 167
|
GS0167
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
167
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
19.41683
|
N
|
81
|
41
|
15.8693
|
W
|
ADJUSTED
|
-33.39
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
154530.362
|
668277.134
|
0.9999391
|
+
|
0
|
32
|
1.0
|
|
MT
|
C
|
|
|
|
357.601
|
1173.229
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 23.6' WEST OF CENTERLINE OF PAVEMENT OF
MEDINA LINE ROAD AND 56' NORTH OF CENTERLINE OF PAVEMENT OF REIMER ROAD
IT IS ALSO 62.9' NORTHWEST OF THE POINT OF INTERSECTION OF MEDINA
LINE AND REIMER ROADS 135.1' SOUTH OF A POWER POLE. 21 FEET NORTH
OF TELEPHONE POLE#1804/24
|
2018-06-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0167 ***********************************************************************
GS0167 DESIGNATION - SUMMIT COUNTY GIS 167
GS0167 PID - GS0167
GS0167 STATE/COUNTY- OH/SUMMIT
GS0167 USGS QUAD - WADSWORTH
GS0167
GS0167 HORZ DATUM - NAD 83(1986)
GS0167 VERT DATUM - NGVD 88
GS0167
GS0167 POSITION - 41 03 19.41683(N) 081 41 15.86930(W) ADJUSTED
GS0167 83 minus 27 -
GS0167
GS0167 HEIGHT - 357.601 (meters) 1173.229 (feet) GPS OBS
GS0167 88 minus 29 -
GS0167 ***********************************************************************
GS0167 LAPLACE CORR-
GS0167 GEOID HEIGHT- -33.390
GS0167
GS0167 HORZ ORDER - FIRST
GS0167 VERT ORDER - THIRD
GS0167
GS0167.The horizontal coordinates were established by GPS observations
GS0167.and adjusted by the Woolpert Consultants in March 1997.
GS0167
GS0167.The orthometric height was determined by GPS observations.
GS0167
GS0167
GS0167.The geoid height was determined by GEOID93.
GS0167
GS0167; North East Scale Converg.
GS0167;SPC OH N - 154530.362 668277.134 0.99993910 +0 32 1.008 MT
GS0167;SPC OH N - 506988.363 2192505.897 US SURVEY FEET
GS0167
GS0167_STATION MARK IS A SURVEY DISK
GS0167_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0167_THE MARK IS STAMPED: SUMMIT COUNTY GIS 167
GS0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0167+STABILITY: SURFACE MOTION
GS0167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0167+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0167
GS0167 HISTORY - Year Condition Recov. By
GS0167 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0167
GS0167 STATION DESCRIPTION
GS0167
GS0167'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0167'THE STATION IS LOCATED 23.6' WEST OF CENTERLINE OF PAVEMENT OF
GS0167'MEDINA LINE ROAD AND NORTH OF CENTERLINE OF PAVEMENT OF REIMER ROAD
GS0167'IT IS ALSO 62.9' NORTHWEST OF THE POINT OF INTERSECTION OF MEDINA
GS0167'LINE AND REIMER ROADS 135.1' SOUTH OF A POWER POLE.
GS0167
|
|
|
|
|
|
|
|
|
|
|
|
2192505.25
|
506988.21875
|
0101000020960E0000FC41B4F23CBA40410C871A75B1F11E41
|
true
|
2013-08-28 09:51:00 -0400
|
false
|
41.05539356388888888889
|
-81.68774147222222222222
|
-81.6877414722222
|
41.0553935638887
|
2192505.89612603
|
506988.364359007
|
668277.133693481
|
154530.362517335
|
387
|
387
|
SUMMIT COUNTY GIS 168
|
GS0168
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
168
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
43.0436
|
N
|
81
|
40
|
0.16694
|
W
|
ADJUSTED
|
-33.4
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
155275.814
|
670037.733
|
0.9999391
|
+
|
0
|
32
|
50.7
|
|
MT
|
C
|
|
|
|
319.11
|
1046.947
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.7' EAST OF CENTERLINE OF PAVEMENT OF
HAMETOWN ROAD AND SOUTH OF CENTERLINE OF PAVEMENT OF HEMPHILL ROAD.
IT IS ALSO 107.2' SOUTHEAST OF THE POINT OF INTERSECTION OF
HAMETOWN AND HEMPHILL ROADS 129.3' NORTHEAST OF A POWER POLE AND
69.4' SOUTHEAST OF A POWER POLE.
|
2018-06-07 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0168 ***********************************************************************
GS0168 DESIGNATION - SUMMIT COUNTY GIS 168
GS0168 PID - GS0168
GS0168 STATE/COUNTY- OH/SUMMIT
GS0168 USGS QUAD - WADSWORTH
GS0168
GS0168 HORZ DATUM - NAD 83(1986)
GS0168 VERT DATUM - NGVD 88
GS0168
GS0168 POSITION - 41 03 43.04360(N) 081 40 00.16694(W) ADJUSTED
GS0168 83 minus 27 -
GS0168
GS0168 HEIGHT - 319.110 (meters) 1046.947 (feet) GPS OBS
GS0168 88 minus 29 -
GS0168 ***********************************************************************
GS0168 LAPLACE CORR-
GS0168 GEOID HEIGHT- -33.408
GS0168
GS0168 HORZ ORDER - FIRST
GS0168 VERT ORDER - THIRD
GS0168
GS0168.The horizontal coordinates were established by GPS observations
GS0168.and adjusted by the Woolpert Consultants in March 1997.
GS0168
GS0168.The orthometric height was determined by GPS observations.
GS0168
GS0168
GS0168.The geoid height was determined by GEOID93.
GS0168
GS0168; North East Scale Converg.
GS0168;SPC OH N - 155275.814 670037.733 0.99993910 +0 32 50.74 MT
GS0168;SPC OH N - 509434.066 2198282.129 US SURVEY FEET
GS0168
GS0168_STATION MARK IS A SURVEY DISK
GS0168_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0168_THE MARK IS STAMPED: SUMMIT COUNTY GIS 168
GS0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0168+STABILITY: SURFACE MOTION
GS0168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0168+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0168
GS0168 HISTORY - Year Condition Recov. By
GS0168 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0168
GS0168 STATION DESCRIPTION
GS0168
GS0168'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0168'THE STATION IS LOCATED 21.7' EAST OF CENTERLINE OF PAVEMENT OF
GS0168'HAMETOWN ROAD AND SOUTH OF CENTERLINE OF PAVEMENT OF HEMPHILL ROAD.
GS0168'IT IS ALSO 107.2' SOUTHEAST OF THE POINT OF INTERSECTION OF
GS0168'HAMETOWN AND HEMPHILL ROADS 129.3' NORTHEAST OF A POWER POLE AND
GS0168'69.4' SOUTHEAST OF A POWER POLE.
GS0168
|
|
|
|
|
|
|
|
|
|
|
|
2198283.0
|
509434.71875
|
0101000020960E00005549A61085C540416584EA42E8171F41
|
true
|
2013-08-28 07:24:00 -0400
|
false
|
41.06195655555555555556
|
-81.666713038888888888892222
|
-81.6667130388889
|
41.0619565555554
|
2198282.13007466
|
509434.065347737
|
670037.733322223
|
155275.813669601
|
388
|
388
|
SUMMIT COUNTY GIS 169
|
GS0169
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
169
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCE HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
30.15382
|
N
|
81
|
40
|
1.09424
|
W
|
ADJUSTED
|
-33.37
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
153027.3
|
670037.559
|
0.9999393
|
+
|
0
|
32
|
50.1
|
|
MT
|
C
|
|
|
|
356.825
|
1170.683
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 20.9' EAST OF CENTERLINE OF PAVEMENT OF
HAMETOWN ROAD AND 628.8' NORTH OF CENTERLINE OF I-76. IT IS ALSO
70.8' SOUTH OF A POWER POLE 116.5' NORTH OF A POWER POLE 91.6'
SOUTHEAST OF A POWER POLE 99.5' NORTHEAST OF THE NORTH CORNER OF A
METAL GATE, 9.5 FEET EAST OF EDGE OF PAVEMENT. LOCATED ACROSS FROM HOUSE#3456
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0169 ***********************************************************************
GS0169 DESIGNATION - SUMMIT COUNTY GIS 169
GS0169 PID - GS0169
GS0169 STATE/COUNTY- OH/SUMMIT
GS0169 USGS QUAD - WADSWORTH
GS0169
GS0169 HORZ DATUM - NAD 83(1986)
GS0169 VERT DATUM - NGVD 88
GS0169
GS0169 POSITION - 41 02 30.15382(N) 081 40 01.09424(W) ADJUSTED
GS0169 83 minus 27 -
GS0169
GS0169 HEIGHT - 356.825 (meters) 1170.683 (feet) GPS OBS
GS0169 88 minus 29 -
GS0169 ***********************************************************************
GS0169 LAPLACE CORR-
GS0169 GEOID HEIGHT- -33.370
GS0169
GS0169 HORZ ORDER - FIRST
GS0169 VERT ORDER - THIRD
GS0169
GS0169.The horizontal coordinates were established by GPS observations
GS0169.and adjusted by the Woolpert Consultants in March 1997.
GS0169
GS0169.The orthometric height was determined by GPS observations.
GS0169
GS0169
GS0169.The geoid height was determined by GEOID93.
GS0169
GS0169; North East Scale Converg.
GS0169;SPC OH N - 153027.300 670037.559 0.99993930 +0 32 50.13 MT
GS0169;SPC OH N - 502057.067 2198281.558 US SURVEY FEET
GS0169
GS0169_STATION MARK IS A SURVEY DISK
GS0169_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0169_THE MARK IS STAMPED: SUMMIT COUNTY GIS 169
GS0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0169+STABILITY: SURFACE MOTION
GS0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0169+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0169
GS0169 HISTORY - Year Condition Recov. By
GS0169 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0169
GS0169 STATION DESCRIPTION
GS0169
GS0169'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0169'THE STATION IS LOCATED 20.9' EAST OF CENTERLINE OF PAVEMENT OF
GS0169'HAMETOWN ROAD AND 628.8' NORTH OF CENTERLINE OF I-76. IT IS ALSO
GS0169'70.8' SOUTH OF A POWER POLE 116.5' NORTH OF A POWER POLE 91.6'
GS0169'SOUTHEAST OF A POWER POLE 99.5' NORTHEAST OF THE NORTH CORNER OF A
GS0169'METAL GATE.
GS0169
|
|
|
|
|
|
|
|
|
|
|
|
2198282.0
|
502057.25
|
0101000020960E00000E219DC784C54041AFF2B042A4A41E41
|
true
|
2013-08-28 10:08:00 -0400
|
false
|
41.04170939444444444444
|
-81.66697062222222222223
|
-81.6669706222222
|
41.0417093944443
|
2198281.5594827
|
502057.065128128
|
670037.559405446
|
153027.299505635
|
389
|
389
|
SUMMIT COUNTY GIS 170
|
GS0170
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
170
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
0.50516
|
N
|
81
|
38
|
51.15028
|
W
|
ADJUSTED
|
-33.39
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
153979.277
|
671661.854
|
0.9999392
|
+
|
0
|
33
|
36.0
|
|
MT
|
C
|
|
|
|
310.627
|
1019.115
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.5' NORTH OF CENTERLINE OF PAVEMENT OF
AKRON-WADSWORTH ROAD AND 45.5' EAST OF CENTERLINE OF PAVEMENT OF
EASTON ROAD. IT IS ALSO 72.5' EAST OF A POWER POLE 60.5' WEST OF
A POWER POLE 120' SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE #3307
AKRON-WADSWORTH ROAD.
|
2018-06-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0170 ***********************************************************************
GS0170 DESIGNATION - SUMMIT COUNTY GIS 170
GS0170 PID - GS0170
GS0170 STATE/COUNTY- OH/SUMMIT
GS0170 USGS QUAD - WADSWORTH
GS0170
GS0170 HORZ DATUM - NAD 83(1986)
GS0170 VERT DATUM - NGVD 88
GS0170
GS0170 POSITION - 41 03 00.50516(N) 081 38 51.15028(W) ADJUSTED
GS0170 83 minus 27 -
GS0170
GS0170 HEIGHT - 310.627 (meters) 1019.115 (feet) GPS OBS
GS0170 88 minus 29 -
GS0170 ***********************************************************************
GS0170 LAPLACE CORR-
GS0170 GEOID HEIGHT- -33.391
GS0170
GS0170 HORZ ORDER - FIRST
GS0170 VERT ORDER - THIRD
GS0170
GS0170.The horizontal coordinates were established by GPS observations
GS0170.and adjusted by the Woolpert Consultants in March 1997.
GS0170
GS0170.The orthometric height was determined by GPS observations.
GS0170
GS0170
GS0170.The geoid height was determined by GEOID93.
GS0170
GS0170; North East Scale Converg.
GS0170;SPC OH N - 153979.277 671661.854 0.99993920 +0 33 36.08 MT
GS0170;SPC OH N - 505180.345 2203610.599 US SURVEY FEET
GS0170
GS0170_STATION MARK IS A SURVEY DISK
GS0170_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0170_THE MARK IS STAMPED: SUMMIT COUNTY GIS 170
GS0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0170+STABILITY: SURFACE MOTION
GS0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0170+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0170
GS0170 HISTORY - Year Condition Recov. By
GS0170 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0170
GS0170 STATION DESCRIPTION
GS0170
GS0170'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0170'THE STATION IS LOCATED 22.5' NORTH OF CENTERLINE OF PAVEMENT OF
GS0170'AKRON-WADSWORTH ROAD AND 45.5' EAST OF CENTERLINE OF PAVEMENT OF
GS0170'EASTON ROAD. IT IS ALSO 72.5' EAST OF A POWER POLE 60.5' WEST OF
GS0170'A POWER POLE 120' SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE #3307
GS0170'AKRON-WADSWORTH ROAD.
GS0170
|
|
|
|
|
|
|
|
|
|
|
|
2203609.75
|
505180.34375
|
0101000020960E0000A762DB4CEDCF4041759F236171D51E41
|
true
|
2013-08-29 09:03:00 -0400
|
false
|
41.05014032222222222222
|
-81.64754174444444444444
|
-81.6475417444444
|
41.0501403222221
|
2203610.60044511
|
505180.344862453
|
671661.854339378
|
153979.277072614
|
390
|
390
|
SUMMIT COUNTY GIS 171
|
GS0171
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
171
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
4.17438
|
N
|
81
|
37
|
56.55704
|
W
|
ADJUSTED
|
-33.39
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
154105.026
|
672935.514
|
0.9999392
|
+
|
0
|
34
|
11.9
|
|
MT
|
C
|
|
|
|
327.605
|
1074.817
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 30.8' NORTH OF CENTERLINE OF PAVEMENT OF
AKRON-WADSWORTH ROAD AND 21.9' EAST OF CENTERLINE OF PAVEMENT OF
GIVENS DRIVE. IT IS ALSO 75.3' SOUTH OF A POWER POLE 79.1' WEST
OF A POWER POLE 57.0' EAST OF A POWER POLE 92.5' SOUTHWEST OF THE
SOUTHEAST CORNER OF HOUSE #2907 GIVENS DRIVE AND 110' SOUTHEAST OF
THE NORTHEAST CORNER OF THE SAME HOUSE.
|
2018-06-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0171 ***********************************************************************
GS0171 DESIGNATION - SUMMIT COUNTY GIS 171
GS0171 PID - GS0171
GS0171 STATE/COUNTY- OH/SUMMIT
GS0171 USGS QUAD - WADSWORTH
GS0171
GS0171 HORZ DATUM - NAD 83(1986)
GS0171 VERT DATUM - NGVD 88
GS0171
GS0171 POSITION - 41 03 04.17438(N) 081 37 56.55704(W) ADJUSTED
GS0171 83 minus 27 -
GS0171
GS0171 HEIGHT - 327.605 (meters) 1074.817 (feet) GPS OBS
GS0171 88 minus 29 -
GS0171 ***********************************************************************
GS0171 LAPLACE CORR-
GS0171 GEOID HEIGHT- -33.398
GS0171
GS0171 HORZ ORDER - FIRST
GS0171 VERT ORDER - THIRD
GS0171
GS0171.The horizontal coordinates were established by GPS observations
GS0171.and adjusted by the Woolpert Consultants in March 1997.
GS0171
GS0171.The orthometric height was determined by GPS observations.
GS0171
GS0171
GS0171.The geoid height was determined by GEOID93.
GS0171
GS0171; North East Scale Converg.
GS0171;SPC OH N - 154105.026 672935.514 0.99993920 +0 34 11.94 MT
GS0171;SPC OH N - 505592.906 2207789.266 US SURVEY FEET
GS0171
GS0171_STATION MARK IS A SURVEY DISK
GS0171_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0171_THE MARK IS STAMPED: SUMMIT COUNTY GIS 171
GS0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0171+STABILITY: SURFACE MOTION
GS0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0171+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0171
GS0171 HISTORY - Year Condition Recov. By
GS0171 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0171
GS0171 STATION DESCRIPTION
GS0171
GS0171'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0171'THE STATION IS LOCATED 30.8' NORTH OF CENTERLINE OF PAVEMENT OF
GS0171'AKRON-WADSWORTH ROAD AND 21.9' EAST OF CENTERLINE OF PAVEMENT OF
GS0171'FIVENS DRIVE. IT IS ALSO 75.3' SOUTH OF A POWER POLE 79.1' WEST
GS0171'OF A POWER POLE 57.0' EAST OF A POWER POLE 92.5' SOUTHWEST OF THE
GS0171'SOUTHEAST CORNER OF HOUSE #2907 GIVENS DRIVE AND 110' SOUTHEAST OF
GS0171'THE NORTHEAST CORNER OF THE SAME HOUSE.
GS0171
|
|
|
|
|
|
|
|
|
|
|
|
2207789.0
|
505592.65625
|
0101000020960E000085BEE8A116D84041E01B40A0E3DB1E41
|
true
|
2013-08-29 09:05:00 -0400
|
false
|
41.05115955
|
-81.63237695555555555556
|
-81.6323769555555
|
41.0511595499998
|
2207789.26491529
|
505592.906494556
|
672935.513817207
|
154105.026109576
|
391
|
391
|
65 RHP 1956 1132
|
CE1016
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
Disk in Concrete
|
65 RHP 1956 1132
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2011 - GOOD COSE HISTORY 2016 UNABLE TO LOCATE SCE - 2021 UNABLE TO LOCATE
|
NAD 83(1986)
|
|
false
|
41
|
6
|
56.52
|
N
|
81
|
41
|
13.49
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1132.03
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS CP-17
THE STATION IS LOCATED 73.0' SOUTH AND 44.0' EAST OF CENTERLINE OF
PAVMENT OF MEDINA LINE ROAD AT JUNCTION OF RIDGEWOOD ROAD
55.0' NORTHWEST OF NORTHWEST CORNER OF OLD FOUNDATION OF
A CHURCH, 60.2' SOUTHWEST OF POWER POLE #61BX/3-2, 35.6' SOUTHEAST
OF POWER POLE#61BX/3-1, LOCATED 1-1/2 INCHES BELOW GROUND
GOOD GPS.
THIS MONUMENT HAS BEEN PAVED OVER.
|
2021-12-30 00:00:00 -0500
|
SCE
|
UNABLE TO LOCATE
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1016 *********************************************************************
CE1016 DESIGNATION - 65 RHP 1956 1132
CE1016 PID - CE1016
CE1016 STATE/COUNTY- OH/SUMMIT
CE1016
CE1016 HORZ DATUM - NAD 83(1986)
CE1016 VERT DATUM - NGVD 29
CE1016
CE1016 POSITION - 41 06 56.52 (N) 081 41 13.49 (W) SCALED
CE1016 83 MINUS 27 -
CE1016
CE1016 HEIGHT - (meters) 1132.03 (feet) ADJUST
CE1016 88 MINUS 29 -
CE1016 *********************************************************************
CE1016
CE1016 VERT ORDER - THIRD
CE1016
CE1016 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1016 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1016 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1016
CE1016_STATION MARK IS A SURVEY DISK
CE1016_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1016_THE MARK IS STAMPED: 65 RHP 1956 1132
CE1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1016+STABILITY: SURFACE MOTION
CE1016_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1016+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1016
CE1016 HISTORY - Year Condition Recov. By
CE1016 HISTORY - 1996 - GOOD COSE
CE1016 HISTORY - 2000 - GOOD COSE
CE1016 STATION DESCRIPTION
CE1016
CE1016 DESCRIBED BY COSE ALSO KNOWN AS CP-17
CE1016 THE STATION IS LOCATED 73.0' SOUTH AND 44.0' EAST OF CENTERLINE OF
CE1016 PAVMENT OF MEDINA LINE ROAD AT JUNCTION OF RIDGEWOOD ROAD
CE1016 55.0' NORTHWEST OF NORTHWEST CORNER OF OLD FOUNDATION OF
CE1016 A CHURCH 13.0' NORTH OF 24" MAPLE TREE 60.2' SOUTHWEST OF
CE1016 POWER POLE #61BX/3-2 35.6' SOUTHEAST OF POWER POLE
CE1016 #61BX/3-1 1-1/2" BELOW GROUND.
CE1016
|
|
|
|
|
|
|
|
|
|
|
|
2192521.75
|
528908.1875
|
0101000020960E0000AFA10AAF31BA404162426C6C81242041
|
true
|
2011-02-04 09:15:00 -0500
|
false
|
41.1157
|
-81.68708055555555555555
|
-81.6870805555556
|
41.1156999999999
|
2192483.36751195
|
528960.711763453
|
668270.266958176
|
161227.547400578
|
392
|
392
|
CP 18
|
CE1017
|
OH
|
Summit
|
WEST RICHFIELD
|
|
|
DISK IN BRIDGE ABUTMENT
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 1998 - GOOD COSEHISTORY - 2002- GOOD COSEHISTORY - 2011- GOOD COSE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
7
|
38.2
|
N
|
81
|
41
|
13.37
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1065.91
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG MEDINA LINE ROAD 2.4 MILES
NORTH OF S.R. 162 IN THE EAST END OF SOUTH ABUTMENT OF
CONCRETE BRIDGE. SOUTH OF SWAN LAKE DRIVE.
|
2018-07-17 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1017 *********************************************************************
CE1017 DESIGNATION - CP 18
CE1017 PID - CE1017
CE1017 STATE/COUNTY- OH/SUMMIT
CE1017
CE1017 HORZ DATUM - NAD 83(1986)
CE1017 VERT DATUM - NGVD 29
CE1017
CE1017 POSITION - 41 07 38.20 (N) 081 41 13.37 (W) SCALED
CE1017 83 MINUS 27 -
CE1017
CE1017 HEIGHT - (meters) 1065.91 (feet) ADJUST
CE1017 88 MINUS 29 -
CE1017 *********************************************************************
CE1017
CE1017 VERT ORDER - THIRD
CE1017
CE1017 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1017 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1017 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1017
CE1017_STATION MARK IS A SURVEY DISK
CE1017_WITH SETTING: SET IN TOP OF CONCRETE BRIDGE ABUTMENT
CE1017_THE MARK IS STAMPED: NO STAMP
CE1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1017+STABILITY: SURFACE MOTION
CE1017_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1017+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1017
CE1017 HISTORY - Year Condition Recov. By
CE1017 HISTORY - 1996 - GOOD COSE
CE1017 HISTORY - 1998 - GOOD COSE
CE1017 STATION DESCRIPTION
CE1017
CE1017 DESCRIBED BY COSE
CE1017 THE STATION IS LOCATED ALONG MEDINA LINE ROAD 2.4 MILES
CE1017 NORTH OF S.R. 162 IN THE EAST END OF SOUTH ABUTMENT OF
CE1017 CONCRETE BRIDGE.
CE1017
|
|
|
|
|
|
|
|
|
|
|
|
2192482.0
|
533159.4375
|
0101000020960E00006697DA9D22BA4041A86BDE9B75452041
|
true
|
2011-02-04 09:09:00 -0500
|
false
|
41.12727777777777777778
|
-81.68704722222222222222
|
-81.6870472222222
|
41.1272777777776
|
2192453.23323338
|
533178.804431309
|
668261.082011698
|
162513.224617095
|
393
|
393
|
67 CWL 1952
|
CE1018
|
OH
|
Summit
|
West Richfield
|
USGS
|
1951-12-31 00:00:00 -0500
|
DISK IN WINGWALL
|
67 CWL 1952
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2011 - GOOD COSE HISTORY 2016 GOOD SCE
|
NAD 83(1986)
|
|
false
|
41
|
8
|
9.33
|
N
|
81
|
40
|
35.21
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1037.02
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 2.0 MILES WEST OF CLEVELAND -
MASSILLON ROAD ALONG S.R. 18 14.0' NORTH AND 19.0'
EAST OF AND LEVEL WITH THE CENTERLINE OF PAVEMENT OF
WESTBOUND LANES OF CONCRETE BRIDGE IN THE TOP STEP OF THE
NORTHEAST WINGWALL. 60 FT NORTH OF POLE #1100/82.
|
2016-09-07 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1018 *********************************************************************
CE1018 DESIGNATION - 67 CWL 1952
CE1018 PID - CE1018
CE1018 STATE/COUNTY- OH/SUMMIT
CE1018
CE1018 HORZ DATUM - NAD 83(1986)
CE1018 VERT DATUM - NGVD 29
CE1018
CE1018 POSITION - 41 08 09.33 (N) 081 40 35.21 (W) SCALED
CE1018 83 MINUS 27 -
CE1018
CE1018 HEIGHT - (meters) 1037.02 (feet) ADJUST
CE1018 88 MINUS 29 -
CE1018 *********************************************************************
CE1018
CE1018 VERT ORDER - THIRD
CE1018
CE1018 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1018 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1018 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1018
CE1018_STATION MARK IS A SURVEY DISK
CE1018_WITH SETTING: SET IN TOP OF CONCRETE WINGWALL OF BRIDGE
CE1018_THE MARK IS STAMPED: 67 CWL 1952
CE1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1018+STABILITY: SURFACE MOTION
CE1018_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1018+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1018
CE1018 HISTORY - Year Condition Recov. By
CE1018 HISTORY - 1996 - GOOD COSE
CE1018 HISTORY - 2000 - GOOD COSE
CE1018 STATION DESCRIPTION
CE1018
CE1018 DESCRIBED BY COSE
CE1018 THE STATION IS LOCATED 2.0 MILES WEST OF CLEVELAND -
CE1018 MASSILLON ROAD ALONG S.R. 18 14.0' NORTH AND 19.0'
CE1018 EAST OF AND LEVEL WITH THE CENTERLINE OF PAVEMENT OF
CE1018 WESTBOUND LANES OF CONCRETE BRIDGE IN THE TOP STEP OF THE
CE1018 NORTHEAST WINGWALL.
CE1018
|
|
|
|
|
|
|
|
|
|
|
|
2195345.0
|
536351.0
|
0101000020960E00004C46DFBFC7BF40415964061B495E2041
|
true
|
2011-02-04 09:07:00 -0500
|
false
|
41.135925
|
-81.67644722222222222223
|
-81.6764472222222
|
41.1359249999998
|
2195343.4990013
|
536356.552783142
|
669142.03677967
|
163481.804251893
|
394
|
394
|
SUMMIT COUNTY GIS 172
|
GS0172
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
172
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2012 GOOD SCE HISTORY 2016 GOOD SCE - GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
27.12649
|
N
|
81
|
36
|
57.44574
|
W
|
ADJUSTED
|
-33.41
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
154826.848
|
674308.599
|
0.9999391
|
+
|
0
|
34
|
50.7
|
|
MT
|
C
|
|
|
|
298.737
|
980.106
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.3' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
SUMMIT ROAD AND .1 MILES SOUTHEAST OF FRASURE ROAD. IT IS ALSO 88'
SOUTHEAST OF A POWER POLE #397/12 83.5' SOUTHWEST OF A POWER POLE
#397/11 82.3' NORTHWEST OF THE WESTERN CORNER OF A CONCRETE RAILING
POST ON A BRIDGE OVER WOLF CREEK.
|
2018-06-19 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0172 ***********************************************************************
GS0172 DESIGNATION - SUMMIT COUNTY GIS 172
GS0172 PID - GS0172
GS0172 STATE/COUNTY- OH/SUMMIT
GS0172 USGS QUAD - AKRON WEST
GS0172
GS0172 HORZ DATUM - NAD 83(1986)
GS0172 VERT DATUM - NGVD 88
GS0172
GS0172 POSITION - 41 03 27.12649(N) 081 36 57.44574(W) ADJUSTED
GS0172 83 minus 27 -
GS0172
GS0172 HEIGHT - 298.737 (meters) 980.106 (feet) GPS OBS
GS0172 88 minus 29 -
GS0172 ***********************************************************************
GS0172 LAPLACE CORR-
GS0172 GEOID HEIGHT- -33.414
GS0172
GS0172 HORZ ORDER - FIRST
GS0172 VERT ORDER - THIRD
GS0172
GS0172.The horizontal coordinates were established by GPS observations
GS0172.and adjusted by the Woolpert Consultants in March 1997.
GS0172
GS0172.The orthometric height was determined by GPS observations.
GS0172
GS0172
GS0172.The geoid height was determined by GEOID93.
GS0172
GS0172; North East Scale Converg.
GS0172;SPC OH N - 154826.848 674308.599 0.99993910 +0 34 50.78 MT
GS0172;SPC OH N - 507961.084 2212294.129 US SURVEY FEET
GS0172
GS0172_STATION MARK IS A SURVEY DISK
GS0172_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0172_THE MARK IS STAMPED: SUMMIT COUNTY GIS 172
GS0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0172+STABILITY: SURFACE MOTION
GS0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0172+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0172
GS0172 HISTORY - Year Condition Recov. By
GS0172 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0172
GS0172 STATION DESCRIPTION
GS0172
GS0172'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0172'THE STATION IS LOCATED 223' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
GS0172'SUMMIT ROAD AND .1 MILES SOUTHEAST OF FRASURE ROAD. IT IS ALSO 88'
GS0172'SOUTHEAST OF A POWER POLE #397/12 83.5' SOUTHWEST OF A POWER POLE
GS0172'#397/11 82.3' NORTHWEST OF THE WESTERN CORNER OF A CONCRETE RAILING
GS0172'POST ON A BRIDGE OVER WOLF CREEK.
GS0172
|
|
|
|
|
|
|
|
|
|
|
|
2212293.5
|
507960.40625
|
0101000020960E00009FE23C10E3E0404125D48D57E4001F41
|
true
|
2012-05-01 08:57:00 -0400
|
false
|
41.05753513611111111111
|
-81.61595715
|
-81.61595715
|
41.057535136111
|
2212294.12685807
|
507961.085501971
|
674308.598483537
|
154826.848514682
|
395
|
395
|
SUMMIT COUNTY GIS 173
|
GS0173
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
173
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2012 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
4
|
21.35353
|
N
|
81
|
24
|
36.73732
|
W
|
ADJUSTED
|
-33.48
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
156695.152
|
691581.483
|
0.9999391
|
+
|
0
|
42
|
57.3
|
|
MT
|
C
|
|
|
|
351.731
|
1153.971
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 29.1' NORTH OF CENTERLINE OF PAVEMENT OF
NEWTON STREET AND 53.2' WEST OF CENTERLINE OF PAVEMENT OF BROADVIEW
ROAD. IT IS ALSO 61.3' NORTHWEST OF THE POINT OF INTERSECTION OF
NEWTON STREET AND BROADVIEW ROAD 35.6' EAST OF A POWER POLE 76.5'
WEST OF A POWER POLE AND 61.9' NORTHWEST OF A POWER POLE.
NOTE: THIS STATION IS NOW KNOWN AS STATION #165.
|
2019-04-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0173 ***********************************************************************
GS0173 DESIGNATION - SUMMIT COUNTY GIS 173
GS0173 PID - GS0173
GS0173 STATE/COUNTY- OH/SUMMIT
GS0173 USGS QUAD - AKRON EAST
GS0173
GS0173 HORZ DATUM - NAD 83(1986)
GS0173 VERT DATUM - NGVD 88
GS0173
GS0173 POSITION - 41 04 21.35353(N) 081 24 36.73732(W) ADJUSTED
GS0173 83 minus 27 -
GS0173
GS0173 HEIGHT - 351.731 (meters) 1153.971 (feet) GPS OBS
GS0173 88 minus 29 -
GS0173 ***********************************************************************
GS0173 LAPLACE CORR-
GS0173 GEOID HEIGHT- -33.483
GS0173
GS0173 HORZ ORDER - FIRST
GS0173 VERT ORDER - THIRD
GS0173
GS0173.The horizontal coordinates were established by GPS observations
GS0173.and adjusted by the Woolpert Consultants in March 1997.
GS0173
GS0173.The orthometric height was determined by GPS observations.
GS0173
GS0173
GS0173.The geoid height was determined by GEOID93.
GS0173
GS0173; North East Scale Converg.
GS0173;SPC OH N - 156695.152 691581.483 0.99993910 +0 42 57.38 MT
GS0173;SPC OH N - 514090.678 2268963.582 US SURVEY FEET
GS0173
GS0173_STATION MARK IS A SURVEY DISK
GS0173_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0173_THE MARK IS STAMPED: SUMMIT COUNTY GIS 173
GS0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0173+STABILITY: SURFACE MOTION
GS0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0173+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0173
GS0173 HISTORY - Year Condition Recov. By
GS0173 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0173
GS0173 STATION DESCRIPTION
GS0173
GS0173'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0173'THE STATION IS LOCATED 29.1' NORTH OF CENTERLINE OF PAVEMENT OF
GS0173'NEWTON STREET AND 53.2' WEST OF CENTERLINE OF PAVEMENT OF BROADVIEW
GS0173'ROAD. IT IS ALSO 61.3' NORTHWEST OF THE POINT OF INTERSECTION OF
GS0173'NEWTON STREET AND BROADVIEW ROAD 35.6' EAST OF A POWER POLE 76.5'
GS0173'WEST OF A POWER POLE AND 61.9' NORTHWEST OF A POWER POLE.
GS0173'NOTE: THIS STATION IS NOW KNOWN AS STATION #165.
GS0173
|
|
|
|
|
|
|
|
|
|
|
|
2268964.25
|
514090.4375
|
0101000020960E00002B6069CA914F414138C9E2B4AA601F41
|
true
|
2012-04-25 08:57:00 -0400
|
false
|
41.07259820277777777778
|
-81.41020481111111111111
|
-81.4102048111111
|
41.0725982027776
|
2268963.58134081
|
514090.67664637
|
691581.482755644
|
156695.151632101
|
396
|
396
|
SUMMIT COUNTY GIS 174
|
GS0174
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
174
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
38.6617
|
N
|
81
|
41
|
16.50683
|
W
|
ADJUSTED
|
-33.34
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
151422.4
|
668291.187
|
0.9999394
|
+
|
0
|
32
|
0.58
|
|
MT
|
C
|
|
|
|
348.894
|
1144.663
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 29.7' WEST OF CENTERLINE OF PAVEMENT OF
MEDINA LINE ROAD AND .15 MILES NORTH OF CENTERLINE OF GREENWHICH
ROAD. IT IS ALSO 91.7' SOUTH OF A POWER POLE 67.7' NORTH OF POWER
POLE #1603/5 AND 33' SOUTHWEST OF A 2 1/2" GAS LINE BREATHER STACK.
|
2018-05-22 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0174 ***********************************************************************
GS0174 DESIGNATION - SUMMIT COUNTY GIS 174
GS0174 PID - GS0174
GS0174 STATE/COUNTY- OH/SUMMIT
GS0174 USGS QUAD - WADSWORTH
GS0174
GS0174 HORZ DATUM - NAD 83(1986)
GS0174 VERT DATUM - NGVD 88
GS0174
GS0174 POSITION - 41 01 38.66170(N) 081 41 16.50683(W) ADJUSTED
GS0174 83 minus 27 -
GS0174
GS0174 HEIGHT - 348.894 (meters) 1144.663 (feet) GPS OBS
GS0174 88 minus 29 -
GS0174 ***********************************************************************
GS0174 LAPLACE CORR-
GS0174 GEOID HEIGHT- -33.340
GS0174
GS0174 HORZ ORDER - FIRST
GS0174 VERT ORDER - THIRD
GS0174
GS0174.The horizontal coordinates were established by GPS observations
GS0174.and adjusted by the Woolpert Consultants in March 1997.
GS0174
GS0174.The orthometric height was determined by GPS observations.
GS0174
GS0174
GS0174.The geoid height was determined by GEOID93.
GS0174
GS0174; North East Scale Converg.
GS0174;SPC OH N - 151422.400 668291.187 0.99993940 +0 32 0.589 MT
GS0174;SPC OH N - 496791.657 2192552.003 US SURVEY FEET
GS0174
GS0174_STATION MARK IS A SURVEY DISK
GS0174_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0174_THE MARK IS STAMPED: SUMMIT COUNTY GIS 174
GS0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0174+STABILITY: SURFACE MOTION
GS0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0174+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0174
GS0174 HISTORY - Year Condition Recov. By
GS0174 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0174
GS0174 STATION DESCRIPTION
GS0174
GS0174'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0174'THE STATION IS LOCATED 29.7' WEST OF CENTERLINE OF PAVEMENT OF
GS0174'MEDINA LINE ROAD AND .15 MILES NORTH OF CENTERLINE OF GREENWHICH
GS0174'ROAD. IT IS ALSO 91.7' SOUTH OF A POWER POLE 67.7' NORTH OF A POWER
GS0174'POLE AND 33' SOUTHWEST OF A 2 1/2" GAS LINE BREATHER STACK.
GS0174
|
|
|
|
|
|
|
|
|
|
|
|
2192551.75
|
496791.1875
|
0101000020960E00004FD93C0054BA4041A2F756A05E521E41
|
true
|
2013-08-29 09:08:00 -0400
|
false
|
41.02740602777777777778
|
-81.68791856388888888889
|
-81.6879185638889
|
41.0274060277776
|
2192552.00185696
|
496791.656581754
|
668291.186748375
|
151422.399770901
|
397
|
397
|
SUMMIT COUNTY GIS 175
|
GS0175
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
175
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
37.83812
|
N
|
81
|
27
|
48.60049
|
W
|
ADJUSTED
|
-33.38
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
149746.34
|
687184.938
|
0.9999396
|
+
|
0
|
40
|
51.3
|
|
MT
|
C
|
|
|
|
347.782
|
1141.015
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 25.6' EAST OF CENTERLINE OF PAVEMENT OF MASSILLON ROAD AND 479.2' NORTH OF KNOLLWOOD ROAD. IT IS ALSO 92.6' SOUTHWEST OF POWER POLE #119412, 45.0' NORTH OF A POWER POLE, 67.' SOUTHEAST OF A POWER POLE AND 57' NORTH OF A DRIVEWAY FOR HOUSE #1869 MASSILLON ROAD IN FRONT YARD OF HOUSE #1863. 20.5 FEET NW 10" MAPLE
GOOD FOR GPS.
|
2019-08-21 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0175 ***********************************************************************
GS0175 DESIGNATION - SUMMIT COUNTY GIS 175
GS0175 PID - GS0175
GS0175 STATE/COUNTY- OH/SUMMIT
GS0175 USGS QUAD - AKRON EAST
GS0175
GS0175 HORZ DATUM - NAD 83(1986)
GS0175 VERT DATUM - NGVD 88
GS0175
GS0175 POSITION - 41 00 37.83812(N) 081 27 48.60049(W) ADJUSTED
GS0175 83 minus 27 -
GS0175
GS0175 HEIGHT - 347.782 (meters) 1141.015 (feet) GPS OBS
GS0175 88 minus 29 -
GS0175 ***********************************************************************
GS0175 LAPLACE CORR-
GS0175 GEOID HEIGHT- -33.389
GS0175
GS0175 HORZ ORDER - FIRST
GS0175 VERT ORDER - THIRD
GS0175
GS0175.The horizontal coordinates were established by GPS observations
GS0175.and adjusted by the Woolpert Consultants in March 1997.
GS0175
GS0175.The orthometric height was determined by GPS observations.
GS0175
GS0175
GS0175.The geoid height was determined by GEOID93.
GS0175
GS0175; North East Scale Converg.
GS0175;SPC OH N - 149746.340 687184.938 0.99993960 +0 40 51.34 MT
GS0175;SPC OH N - 491292.784 2254539.251 US SURVEY FEET
GS0175
GS0175_STATION MARK IS A SURVEY DISK
GS0175_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0175_THE MARK IS STAMPED: SUMMIT COUNTY GIS 175
GS0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0175+STABILITY: SURFACE MOTION
GS0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0175+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0175
GS0175 HISTORY - Year Condition Recov. By
GS0175 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0175 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0175
GS0175 STATION DESCRIPTION
GS0175
GS0175'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0175'THE STATION IS LOCATED 25.6' EAST OF CENTERLINE OF PAVEMENT OF
GS0175'MASSILLON ROAD AND 479.2' NORTH OF KNOLLWOOD ROAD. IT IS ALSO
GS0175'92.6' SOUTHWEST OF A POWER POLE 45.0' NORTH OF A POWER POLE 67.'
GS0175'SOUTHEAST OF A POWER POLE AND 20' NORTH OF A DRIVEWAY FOR HOUSE
GS0175'#1869 MASSILLON ROAD.
GS0175
|
|
|
|
|
|
|
|
|
|
|
|
2254539.0
|
491292.375
|
0101000020960E00009848F19F65334141A276A62173FC1D41
|
true
|
2011-04-22 04:55:00 -0400
|
false
|
41.01051058888888888889
|
-81.46350013611111111111
|
-81.4635001361111
|
41.0105105888887
|
2254539.24955089
|
491292.78286157
|
687184.937632986
|
149746.339708869
|
398
|
398
|
SUMMIT COUNTY GIS 176
|
GS0176
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
176
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
47.98457
|
N
|
81
|
38
|
48.2529
|
W
|
ADJUSTED
|
-33.35
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
151743.029
|
671751.395
|
0.9999394
|
+
|
0
|
33
|
37.9
|
|
MT
|
C
|
|
|
|
341.072
|
1119.0
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 17.8' SOUTH OF CENTERLINE OF PAVEMENT OF
HIGGINS DRIVE AND 56.4' WEST OF CENTERLINE OF PAVEMENT OF RANGELY
ROAD. IT IS ALSO 58.4' SOUTHWEST OF THE POINT OF INTERSECTION OF
HIGGINS DRIVE AND RANGELY ROAD 67.0' SOUTHEAST OF A POWER POLE
#66112 AND 49.2' SOUTHWEST OF A POWER POLE #116049661 11 1/2.
|
2018-05-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0176 ***********************************************************************
GS0176 DESIGNATION - SUMMIT COUNTY GIS 176
GS0176 PID - GS0176
GS0176 STATE/COUNTY- OH/SUMMIT
GS0176 USGS QUAD - WADSWORTH
GS0176
GS0176 HORZ DATUM - NAD 83(1986)
GS0176 VERT DATUM - NGVD 88
GS0176
GS0176 POSITION - 41 01 47.98457(N) 081 38 48.25290(W) ADJUSTED
GS0176 83 minus 27 -
GS0176
GS0176 HEIGHT - 341.072 (meters) 1119.000 (feet) GPS OBS
GS0176 88 minus 29 -
GS0176 ***********************************************************************
GS0176 LAPLACE CORR-
GS0176 GEOID HEIGHT- -33.356
GS0176
GS0176 HORZ ORDER - FIRST
GS0176 VERT ORDER - THIRD
GS0176
GS0176.The horizontal coordinates were established by GPS observations
GS0176.and adjusted by the Woolpert Consultants in March 1997.
GS0176
GS0176.The orthometric height was determined by GPS observations.
GS0176
GS0176
GS0176.The geoid height was determined by GEOID93.
GS0176
GS0176; North East Scale Converg.
GS0176;SPC OH N - 151743.029 671751.395 0.99993940 +0 33 37.98 MT
GS0176;SPC OH N - 497843.588 2203904.368 US SURVEY FEET
GS0176
GS0176_STATION MARK IS A SURVEY DISK
GS0176_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0176_THE MARK IS STAMPED: SUMMIT COUNTY GIS 176
GS0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0176+STABILITY: SURFACE MOTION
GS0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0176+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0176
GS0176 HISTORY - Year Condition Recov. By
GS0176 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0176
GS0176 STATION DESCRIPTION
GS0176
GS0176'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0176'THE STATION IS LOCATED 17.8' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0176'HIGGINS DRIVE AND 56.4' WEST OF CENTERLINE OF PAVEMENT OF RANGELY
GS0176'ROAD. IT IS ALSO 58.4' SOUTHWEST OF THE POINT OF INTERSECTION OF
GS0176'HIGGINS DRIVE AND RANGELY ROAD 67.0' SOUTHEAST OF A POWER POLE
GS0176'#66112 AND 49.2' SOUTHWEST OF A POWER POLE #116049661 11 1/2.
GS0176
|
|
|
|
|
|
|
|
|
|
|
|
2203904.5
|
497843.3125
|
0101000020960E000056E9552F80D040414BF43958CE621E41
|
true
|
2013-08-29 09:10:00 -0400
|
false
|
41.02999571388888888889
|
-81.64673691666666666666
|
-81.6467369166667
|
41.0299957138887
|
2203904.36980931
|
497843.586158578
|
671751.395420668
|
151743.028547176
|
399
|
399
|
SUMMIT COUNTY GIS 177
|
GS0177
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
177
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 NOT RECOVERED SCE SURVEY CREW HISTORY 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
49.84375
|
N
|
81
|
36
|
31.83237
|
W
|
ADJUSTED
|
-33.37
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
151832.243
|
674937.279
|
0.9999393
|
+
|
0
|
35
|
7.6
|
|
MT
|
C
|
|
|
|
293.7
|
963.581
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 30.2' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
BARBER ROAD AND .25 MILES NORTH OF CENTERLINE OF PAVEMENT OF MORGAN
STREET. IT IS ALSO 22.5' SOUTHWEST OF A POWER POLE AND 70.0'
NORTHEAST OF A POWER POLE.
|
2015-09-21 00:00:00 -0400
|
SCE
|
Unable to Locate
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0177 ***********************************************************************
GS0177 DESIGNATION - SUMMIT COUNTY GIS 177
GS0177 PID - GS0177
GS0177 STATE/COUNTY- OH/SUMMIT
GS0177 USGS QUAD - AKRON WEST
GS0177
GS0177 HORZ DATUM - NAD 83(1986)
GS0177 VERT DATUM - NGVD 88
GS0177
GS0177 POSITION - 41 01 49.84375(N) 081 36 31.83237(W) ADJUSTED
GS0177 83 minus 27 -
GS0177
GS0177 HEIGHT - 293.700 (meters) 963.581 (feet) GPS OBS
GS0177 88 minus 29 -
GS0177 ***********************************************************************
GS0177 LAPLACE CORR-
GS0177 GEOID HEIGHT- -33.370
GS0177
GS0177 HORZ ORDER - FIRST
GS0177 VERT ORDER - THIRD
GS0177
GS0177.The horizontal coordinates were established by GPS observations
GS0177.and adjusted by the Woolpert Consultants in March 1997.
GS0177
GS0177.The orthometric height was determined by GPS observations.
GS0177
GS0177
GS0177.The geoid height was determined by GEOID93.
GS0177
GS0177; North East Scale Converg.
GS0177;SPC OH N - 151832.243 674937.279 0.99993930 +0 35 7.606 MT
GS0177;SPC OH N - 498136.284 2214356.723 US SURVEY FEET
GS0177
GS0177_STATION MARK IS A SURVEY DISK
GS0177_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0177_THE MARK IS STAMPED: SUMMIT COUNTY GIS 177
GS0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0177+STABILITY: SURFACE MOTION
GS0177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0177+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0177
GS0177 HISTORY - Year Condition Recov. By
GS0177 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0177
GS0177 STATION DESCRIPTION
GS0177
GS0177'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0177'THE STATION IS LOCATED 30.2' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
GS0177'BARBER ROAD AND .25 MILES NORTH OF CENTERLINE OF PAVEMENT OF MORGAN
GS0177'STREET. IT IS ALSO 22.5' SOUTHWEST OF A POWER POLE AND 70.0'
GS0177'NORTHEAST OF A POWER POLE.
GS0177
|
|
|
|
|
|
|
|
|
|
|
|
2214357.0
|
498136.875
|
0101000020960E0000D829B55CEAE440412701A92261671E41
|
true
|
2013-09-16 10:28:00 -0400
|
false
|
41.03051215277777777778
|
-81.608842325
|
-81.608842325
|
41.0305121527776
|
2214356.72427867
|
498136.283847826
|
674937.279434697
|
151832.242981285
|
400
|
400
|
SUMMIT COUNTY GIS 178
|
GS0178
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
178
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2003 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
5/25/2010 - Monument Confirmed Destroyed
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
21.64468
|
N
|
81
|
34
|
29.09976
|
W
|
ADJUSTED
|
-33.37
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
150992.3
|
677813.225
|
0.9999394
|
+
|
0
|
36
|
28.2
|
|
MT
|
C
|
|
|
|
297.193
|
975.041
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 26.8' NORTHEAST OF CENTERLINE OF PAVEMENT OF
FAIRVIEW AVENUE AND .25 MILES EAST OF GRACE STREET. IT IS ALSO
110.5' NORTHWEST OF A POWER POLE 61.3' NORTHEAST OF POWER POLE
#BA-6563.
NOT SUITABLE FOR GPS.
5/25/2010 - DESTROYED
|
2010-05-24 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0178 ***********************************************************************
GS0178 DESIGNATION - SUMMIT COUNTY GIS 178
GS0178 PID - GS0178
GS0178 STATE/COUNTY- OH/SUMMIT
GS0178 USGS QUAD - AKRON WEST
GS0178
GS0178 HORZ DATUM - NAD 83(1986)
GS0178 VERT DATUM - NGVD 88
GS0178
GS0178 POSITION - 41 01 21.64468(N) 081 34 29.09976(W) ADJUSTED
GS0178 83 minus 27 -
GS0178
GS0178 HEIGHT - 297.193 (meters) 975.041 (feet) GPS OBS
GS0178 88 minus 29 -
GS0178 ***********************************************************************
GS0178 LAPLACE CORR-
GS0178 GEOID HEIGHT- -33.370
GS0178
GS0178 HORZ ORDER - FIRST
GS0178 VERT ORDER - THIRD
GS0178
GS0178.The horizontal coordinates were established by GPS observations
GS0178.and adjusted by the Woolpert Consultants in March 1997.
GS0178
GS0178.The orthometric height was determined by GPS observations.
GS0178
GS0178
GS0178.The geoid height was determined by GEOID93.
GS0178
GS0178; North East Scale Converg.
GS0178;SPC OH N - 150992.300 677813.225 0.99993940 +0 36 28.23 MT
GS0178;SPC OH N - 495380.571 2223792.222 US SURVEY FEET
GS0178
GS0178_STATION MARK IS A SURVEY DISK
GS0178_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0178_THE MARK IS STAMPED: SUMMIT COUNTY GIS 178
GS0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0178+STABILITY: SURFACE MOTION
GS0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0178+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0178
GS0178 HISTORY - Year Condition Recov. By
GS0178 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0178 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0178
GS0178 STATION DESCRIPTION
GS0178
GS0178'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0178'THE STATION IS LOCATED 26.8' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0178'FAIRVIEW AVENUE AND .25 MILES EAST OF GRACE STREET. IT IS ALSO
GS0178'110.5' NORTHWEST OF A POWER POLE 61.3' NORTHEAST OF A POWER POLE
GS0178'98.5' SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE #843 FAIRVIEW
GS0178'AVENUE 113' SOUTHEAST OF THE NORTEAST CORNER OF THE SAME HOUSE AND
GS0178'2.5' SOUTH OF A CARSONITE MARKER. NOTE: RESIDENT SAYS MARKER NOT
GS0178'WITHIN R/W. EYEBALL CHECK WAS INCONCLUSIVE.
GS0178
|
|
|
|
|
|
|
|
|
|
|
|
2223791.5
|
495380.3125
|
0101000020960E00002C813F1C58F740412D09114A523C1E41
|
false
|
2010-05-25 08:40:00 -0400
|
false
|
41.02267907777777777778
|
-81.57474993333333333334
|
-81.5747499333333
|
41.0226790777776
|
2223792.22068801
|
495380.572330612
|
677813.224492153
|
150992.300430954
|
401
|
401
|
SUMMIT COUNTY GIS 179
|
GS0179
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
179
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2003 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2012 UNABLE TO LOCATE SCE
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
16.3441
|
N
|
81
|
31
|
35.08835
|
W
|
ADJUSTED
|
-33.38
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
150873.058
|
681879.969
|
0.9999394
|
+
|
0
|
38
|
22.5
|
|
MT
|
C
|
|
|
|
297.097
|
974.726
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 33.9' EAST OF CENTERLINE OF PAVEMENT OF MAIN
STREET AT THE INTERSECTION OF NORTH TURKEYFOOT ROAD. IT IS ALSO
48.4' NORTHEAST OF THE POINT OF INTERSECTION OF MAIN STREET AND
NORTH TURKEYFOOT ROAD 34.1' SOUTH OF POWER POLE #CO-5730 ,
15.6' NORTHWEST OF A SEWER MANHOLE AND 88.9' NORTH OF POWER
POLE #CO-4923.
GOOD FOR GPS.
RECOVERY NOTE 2013 SUMMIT COUNTY
THE INTERSECTION HAS BEEN IMPROVED AND THE MONUMENT STAKES OUT IN THE CURB LANE OF NORTH BOUND MAIN ST.
|
2013-09-09 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0179 ***********************************************************************
GS0179 DESIGNATION - SUMMIT COUNTY GIS 179
GS0179 PID - GS0179
GS0179 STATE/COUNTY- OH/SUMMIT
GS0179 USGS QUAD - AKRON WEST
GS0179
GS0179 HORZ DATUM - NAD 83(1986)
GS0179 VERT DATUM - NGVD 88
GS0179
GS0179 POSITION - 41 01 16.34410(N) 081 31 35.08835(W) ADJUSTED
GS0179 83 minus 27 -
GS0179
GS0179 HEIGHT - 297.097 (meters) 974.726 (feet) GPS OBS
GS0179 88 minus 29 -
GS0179 ***********************************************************************
GS0179 LAPLACE CORR-
GS0179 GEOID HEIGHT- -33.383
GS0179
GS0179 HORZ ORDER - FIRST
GS0179 VERT ORDER - THIRD
GS0179
GS0179.The horizontal coordinates were established by GPS observations
GS0179.and adjusted by the Woolpert Consultants in March 1997.
GS0179
GS0179.The orthometric height was determined by GPS observations.
GS0179
GS0179
GS0179.The geoid height was determined by GEOID93.
GS0179
GS0179; North East Scale Converg.
GS0179;SPC OH N - 150873.058 681879.969 0.99993940 +0 38 22.55 MT
GS0179;SPC OH N - 494989.358 2237134.532 US SURVEY FEET
GS0179
GS0179_STATION MARK IS A SURVEY DISK
GS0179_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0179_THE MARK IS STAMPED: SUMMIT COUNTY GIS 179
GS0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0179+STABILITY: SURFACE MOTION
GS0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0179+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0179
GS0179 HISTORY - Year Condition Recov. By
GS0179 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0179 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0179
GS0179 STATION DESCRIPTION
GS0179
GS0179'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0179'THE STATION IS LOCATED 33.9' EAST OF CENTERLINE OF PAVEMENT OF MAIN
GS0179'STREET AT THE INTERSECTION OF NORTH TURKEYFOOT ROAD. IT IS ALSO
GS0179'48.4' NORTHEAST OF THE POINT OF INTERSECTION OF MAIN STREET AND
GS0179'NORTH TURKEYFOOT ROAD 34.1' SOUTH OF A POWER POLE 15.6' NORTHWEST OF
GS0179'A SEWER MANHOLE AND 88.9' NORTH OF A POWER POLE.
GS0179
|
|
|
|
|
|
|
|
|
|
|
|
2237134.75
|
494989.0625
|
0101000020960E0000AC59014467114141E723886F35361E41
|
true
|
2013-09-10 09:22:00 -0400
|
false
|
41.02120669444444444445
|
-81.52641343055555555556
|
-81.5264134305556
|
41.0212066944443
|
2237134.53129121
|
494989.358917771
|
681879.968897498
|
150873.058344236
|
402
|
402
|
SUMMIT COUNTY GIS 180
|
GS0180
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
180
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2003 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2011 UNABLE TO LOCATE COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
53.92115
|
N
|
81
|
29
|
30.11196
|
W
|
ADJUSTED
|
-33.38
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
150214.607
|
684807.472
|
0.9999396
|
+
|
0
|
39
|
44.6
|
|
MT
|
C
|
|
|
|
314.838
|
1032.931
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 196.3' SOUTH OF CENTERLINE OF PAVEMENT OF KRUMROY ROAD AND 26.0' EAST OF CENTERLINE OF PAVEMENT OF ARLINGTON ROAD. IT IS ALSO 48.8' SOUTH OF A POWER POLE # 113171 AND 95.8' NORTH OF POWER POLE # 430/16, 90.5' NORTHWEST OF THE SOUTHWEST CORNER OF BLDG #2079 ARLINGTON RD AND 100' SOUTHWEST OF THE NORTHWEST CORNER OF THE SAME BLDG.
UNABLE TO LOCATE. ROAD HAS BEEN WIDENED.
|
2013-01-08 19:00:00 -0500
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0180 ***********************************************************************
GS0180 DESIGNATION - SUMMIT COUNTY GIS 180
GS0180 PID - GS0180
GS0180 STATE/COUNTY- OH/SUMMIT
GS0180 USGS QUAD - AKRON EAST
GS0180
GS0180 HORZ DATUM - NAD 83(1986)
GS0180 VERT DATUM - NGVD 88
GS0180
GS0180 POSITION - 41 00 53.92115(N) 081 29 30.11196(W) ADJUSTED
GS0180 83 minus 27 -
GS0180
GS0180 HEIGHT - 314.838 (meters) 1032.931 (feet) GPS OBS
GS0180 88 minus 29 -
GS0180 ***********************************************************************
GS0180 LAPLACE CORR-
GS0180 GEOID HEIGHT- -33.385
GS0180
GS0180 HORZ ORDER - FIRST
GS0180 VERT ORDER - THIRD
GS0180
GS0180.The horizontal coordinates were established by GPS observations
GS0180.and adjusted by the Woolpert Consultants in March 1997.
GS0180
GS0180.The orthometric height was determined by GPS observations.
GS0180
GS0180
GS0180.The geoid height was determined by GEOID93.
GS0180
GS0180; North East Scale Converg.
GS0180;SPC OH N - 150214.607 684807.472 0.99993960 +0 39 44.65 MT
GS0180;SPC OH N - 492829.090 2246739.181 US SURVEY FEET
GS0180
GS0180_STATION MARK IS A SURVEY DISK
GS0180_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0180_THE MARK IS STAMPED: SUMMIT COUNTY GIS 180
GS0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0180+STABILITY: SURFACE MOTION
GS0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0180+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0180
GS0180 HISTORY - Year Condition Recov. By
GS0180 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0180 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0180
GS0180 STATION DESCRIPTION
GS0180
GS0180'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0180'THE STATION IS LOCATED 196.3' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0180'KRUMROY ROAD AND 26.0' EAST OF CENTERLINE OF PAVEMENT OF ARLINGTON
GS0180'ROAD. IT IS ALSO 48.8' SOUTH OF A POWER POLE # 113171 95.8' NORTH OF A
GS0180'POWER POLE # 128 90.5' NORTHWEST OF THE SOUTHWEST CORNER OF HOUSE #2079
GS0180'ARLINGTON ROAD AND 100' SOUTHWEST OF THE NORTHWEST CORNER OF THE
GS0180'SAME HOUSE.(KELLY'S AUTO SERVICE).
GS0180
|
|
|
|
|
|
|
|
|
|
|
|
2246738.75
|
492828.5
|
0101000020960E000022535B9729244141600B335D74141E41
|
true
|
2013-01-11 02:02:00 -0500
|
false
|
41.01497809722222222222
|
-81.49169776666666666666
|
-81.4916977666667
|
41.0149780972221
|
2246739.18247451
|
492829.091015032
|
684807.472433175
|
150214.607370579
|
403
|
403
|
SUMMIT COUNTY GIS 181
|
GS0181
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
181
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW -2015 - GOOD COSE FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
39.68104
|
N
|
81
|
26
|
48.36697
|
W
|
ADJUSTED
|
-33.41
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
151670.702
|
688569.202
|
0.9999394
|
+
|
0
|
41
|
30.9
|
|
MT
|
C
|
|
|
|
331.302
|
1086.947
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 19.9' WEST OF CENTERLINE OF PAVEMENT OF BEACH DRIVE EXTENSION AND 329.0' NORTH OF CENTERLINE OF PAVEMENT OF BEACH DRIVE. IT IS ALSO 89.7' SOUTHWEST OF A POWER POLE, 57.3' NORTHWEST OF A POWER POLE, 77' NORTHWEST OF THE SOUTHEAST CORNER OF A GARAGE FOR HOUSE #1346 BEACH DRIVE AND 71.5' NORTHWEST OF THE NORTHWEST CORNER OF THE SAME GARAGE. ACROSS FROM DRIVEWAY TO HOUSE # 1363 BEACH DRIVE EXTENSION.
GOOD FOR GPS
|
2022-01-28 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0181 ***********************************************************************
GS0181 DESIGNATION - SUMMIT COUNTY GIS 181
GS0181 PID - GS0181
GS0181 STATE/COUNTY- OH/SUMMIT
GS0181 USGS QUAD - AKRON EAST
GS0181
GS0181 HORZ DATUM - NAD 83(1986)
GS0181 VERT DATUM - NGVD 88
GS0181
GS0181 POSITION - 41 01 39.68104(N) 081 26 48.36697(W) ADJUSTED
GS0181 83 minus 27 -
GS0181
GS0181 HEIGHT - 331.302 (meters) 1086.947 (feet) GPS OBS
GS0181 88 minus 29 -
GS0181 ***********************************************************************
GS0181 LAPLACE CORR-
GS0181 GEOID HEIGHT- -33.417
GS0181
GS0181 HORZ ORDER - FIRST
GS0181 VERT ORDER - THIRD
GS0181
GS0181.The horizontal coordinates were established by GPS observations
GS0181.and adjusted by the Woolpert Consultants in March 1997.
GS0181
GS0181.The orthometric height was determined by GPS observations.
GS0181
GS0181
GS0181.The geoid height was determined by GEOID93.
GS0181
GS0181; North East Scale Converg.
GS0181;SPC OH N - 151670.702 688569.202 0.99993940 +0 41 30.91 MT
GS0181;SPC OH N - 497606.295 2259080.790 US SURVEY FEET
GS0181
GS0181_STATION MARK IS A SURVEY DISK
GS0181_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0181_THE MARK IS STAMPED: SUMMIT COUNTY GIS 181
GS0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0181+STABILITY: SURFACE MOTION
GS0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0181+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0181
GS0181 HISTORY - Year Condition Recov. By
GS0181 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0181 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0181
GS0181 STATION DESCRIPTION
GS0181
GS0181'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0181'THE STATION IS LOCATED 19.9' WEST OF CENTERLINE OF PAVEMENT OF
GS0181'BEACH FOREST DRIVE AND 329.0' NORTH OF CENTERLINE OF PAVEMENT OF
GS0181'BEACH DRIVE. IT IS ALSO 89.7' SOUTHWEST OF A POWER POLE 57.3'
GS0181'NORTHWEST OF A POWER POLE 77' NORTHWEST OF THE SOUTHEAST CORNER OF
GS0181'A GARAGE FOR HOUSE #1346 BEACH FOREST DRIVE AND 71.5' NORTH WEST OF
GS0181'THE NORTHWEST CORNER OF THE SAME GARAGE.ACROSS FROM DRIVEWAY TO
GS0181'HOUSE # 1363.
GS0181
|
|
|
|
|
|
|
|
|
|
|
|
2259080.5
|
497606.90625
|
0101000020960E0000364D2765443C41410E6C162D195F1E41
|
true
|
2011-04-22 04:57:00 -0400
|
false
|
41.02768917777777777778
|
-81.44676860277777777777
|
-81.4467686027778
|
41.0276891777776
|
2259080.79026189
|
497606.294030846
|
688569.202010228
|
151670.70176199
|
410
|
410
|
SUMMIT COUNTY GIS 98
|
GS0098
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
98
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE CREWHISTORY - 2012 GOOD COSE SURVEY CREW-2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
31.30283
|
N
|
81
|
32
|
30.77136
|
W
|
ADJUSTED
|
-33.68
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
169827.153
|
680370.792
|
0.9999415
|
+
|
0
|
37
|
45.9
|
|
MT
|
C
|
|
|
|
292.244
|
958.804
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 0.9 MILES NORTH OF STEELS CORNERS ROAD ON
THE EAST SIDE OF NORTHAMPTON ROAD 20' NORTHWEST OF A DRIVEWAY
TO HOUSE #4079 ON NORTHAMPTON ROAD. IT IS ALSO 19.7' EAST OF
CENTERLINE OF PAVEMENT OF NORTHAMPTON ROAD 35.5' SOUTH OF A CVNRA
SIGN AND 48' SOUTHWEST OF A POWER POLE.
|
2017-09-13 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0098 ***********************************************************************
GS0098 DESIGNATION - SUMMIT COUNTY GIS 98
GS0098 PID - GS0098
GS0098 STATE/COUNTY- OH/SUMMIT
GS0098 USGS QUAD - PENINSULA
GS0098
GS0098 HORZ DATUM - NAD 83(1986)
GS0098 VERT DATUM - NGVD 88
GS0098
GS0098 POSITION - 41 11 31.30283(N) 081 32 30.77136(W) ADJUSTED
GS0098 83 minus 27 -
GS0098
GS0098 HEIGHT - 292.244 (meters) 958.804 (feet) GPS OBS
GS0098 88 minus 29 -
GS0098 ***********************************************************************
GS0098 LAPLACE CORR-
GS0098 GEOID HEIGHT- -33.689
GS0098
GS0098 HORZ ORDER - FIRST
GS0098 VERT ORDER - THIRD
GS0098
GS0098.The horizontal coordinates were established by GPS observations
GS0098.and adjusted by the Woolpert Consultants in March 1997.
GS0098
GS0098.The orthometric height was determined by GPS observations.
GS0098
GS0098
GS0098.The geoid height was determined by GEOID93.
GS0098
GS0098; North East Scale Converg.
GS0098;SPC OH N - 169827.153 680370.792 0.99994150 +0 37 45.97 MT
GS0098;SPC OH N - 557174.584 2232183.173 US SURVEY FEET
GS0098
GS0098_STATION MARK IS A SURVEY DISK
GS0098_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0098_THE MARK IS STAMPED: SUMMIT COUNTY GIS 98
GS0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0098+STABILITY: SURFACE MOTION
GS0098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0098+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0098
GS0098 HISTORY - Year Condition Recov. By
GS0098 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0098
GS0098 STATION DESCRIPTION
GS0098
GS0098'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0098'THE STATION IS LOCATED 0.9 MILES NORTH OF STEELS CORNERS ROAD ON
GS0098'THE EAST SIDE OF NORTHAMPTON ROAD 20' NORTHWEST OF A DRIVEWAY
GS0098'TO HOUSE #4079 ON NORTHAMPTON ROAD. IT IS ALSO 19.7' EAST OF
GS0098'CENTERLINE OF PAVEMENT OF NORTHAMPTON ROAD 35.5' SOUTH OF A CVNRA
GS0098'SIGN AND 48' SOUTHWEST OF A POWER POLE.
GS0098
|
|
|
|
|
|
|
|
|
|
|
|
2232184.0
|
557174.375
|
0101000020960E0000446C3096BB07414100A2D52AED002141
|
true
|
2012-08-28 09:55:00 -0400
|
false
|
41.19202856388888888889
|
-81.54188093333333333333
|
-81.5418809333333
|
41.1920285638887
|
2232183.17335275
|
557174.583661139
|
680370.791979502
|
169827.152754204
|
411
|
411
|
SUMMIT COUNTY GIS 99
|
GS0099
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
99
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2011 GOOD COSE CREW-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
46.85788
|
N
|
81
|
30
|
40.81327
|
W
|
ADJUSTED
|
-33.68
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
170335.553
|
682927.388
|
0.9999416
|
+
|
0
|
38
|
58.2
|
|
MT
|
C
|
|
|
|
313.103
|
1027.239
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 0.75 MILES NORTH-NORTHWEST OF STATE ROAD ON THE EAST SIDE OF QUICK RD. APPROX. 1700' SOUTH OF VELLAIRE LANE. IT IS ALSO 45.7' EAST OF
A POWER POLE 46.8' NORTHWEST OF A POWER POLE NH 428 AND 95.6' NORTH OF THE END
GUARDRAIL POST. 9.5' WEST OF A WHITE PLASTIC FENCE, ACROSS FROM HSE #4578.
|
2022-01-25 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0099 ***********************************************************************
GS0099 DESIGNATION - SUMMIT COUNTY GIS 99
GS0099 PID - GS0099
GS0099 STATE/COUNTY- OH/SUMMIT
GS0099 USGS QUAD - PENINSULA
GS0099
GS0099 HORZ DATUM - NAD 83(1986)
GS0099 VERT DATUM - NGVD 88
GS0099
GS0099 POSITION - 41 11 46.85788(N) 081 30 40.81327(W) ADJUSTED
GS0099 83 minus 27 -
GS0099
GS0099 HEIGHT - 313.103 (meters) 1027.239 (feet) GPS OBS
GS0099 88 minus 29 -
GS0099 ***********************************************************************
GS0099 LAPLACE CORR-
GS0099 GEOID HEIGHT- -33.687
GS0099
GS0099 HORZ ORDER - FIRST
GS0099 VERT ORDER - THIRD
GS0099
GS0099.The horizontal coordinates were established by GPS observations
GS0099.and adjusted by the Woolpert Consultants in March 1997.
GS0099
GS0099.The orthometric height was determined by GPS observations.
GS0099
GS0099
GS0099.The geoid height was determined by GEOID93.
GS0099
GS0099; North East Scale Converg.
GS0099;SPC OH N - 170335.553 682927.388 0.99994160 +0 38 58.20 MT
GS0099;SPC OH N - 558842.560 2240570.939 US SURVEY FEET
GS0099
GS0099_STATION MARK IS A SURVEY DISK
GS0099_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0099_THE MARK IS STAMPED: SUMMIT COUNTY GIS 99
GS0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0099+STABILITY: SURFACE MOTION
GS0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0099+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0099
GS0099 HISTORY - Year Condition Recov. By
GS0099 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0099
GS0099 STATION DESCRIPTION
GS0099
GS0099'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0099'THE STATION IS LOCATED 0.75 MILES NORTH-NORTHWEST OF STATE ROAD
GS0099'APPROX. 1700' SOUTH OF VELLAIRE LANE. IT IS ALSO 45.7' EAST OF
GS0099'A POWER POLE 46.8' NORTHWEST OF A POWER POLE AND 95.6' NORTH OF A
GS0099'GUARDRAIL POST.
GS0099
|
|
|
|
|
|
|
|
|
|
|
|
2240570.75
|
558842.8125
|
0101000020960E000092F73B781D1841417E80621EF50D2141
|
true
|
2011-04-04 06:55:00 -0400
|
false
|
41.19634941111111111111
|
-81.51133701944444444444
|
-81.5113370194444
|
41.196349411111
|
2240570.93933005
|
558842.55934526
|
682927.388162575
|
170335.552759524
|
412
|
412
|
SUMMIT COUNTY GIS 100
|
GS0100
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
100
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSE 11/02/2010 Monument Box installed by COSE-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
10.80265
|
N
|
81
|
29
|
12.09885
|
W
|
ADJUSTED
|
-33.69
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
171097.865
|
684985.719
|
0.9999419
|
+
|
0
|
39
|
56.4
|
|
MT
|
C
|
|
|
|
314.669
|
1032.377
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF SEASONS ROAD 0.15 MILES WEST OF THE S.R. 8 OVERPASS.
IT IS ALSO 18.1' NORTH OF CENTERLINE OF PAVEMENT OF SEASONS ROAD; 60.4' SSW OF A LIGHT POLE (103802); 64.8' NORTHWEST OF A POWER POLE (55BJ2C-502); 46.8' EAST OF CL DRIVE HOUSE #271 SEASONS ROAD.
ABOUT 8" DEEP, PROTECTED AND ACCESSED THOUGH A 10" DIAMETER ROUND IRON BOX.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0100 ***********************************************************************
GS0100 DESIGNATION - SUMMIT COUNTY GIS 100
GS0100 PID - GS0100
GS0100 STATE/COUNTY- OH/SUMMIT
GS0100 USGS QUAD - HUDSON
GS0100
GS0100 HORZ DATUM - NAD 83(1986)
GS0100 VERT DATUM - NGVD 88
GS0100
GS0100 POSITION - 41 12 10.80265(N) 081 29 12.09885(W) ADJUSTED
GS0100 83 minus 27 -
GS0100
GS0100 HEIGHT - 314.669 (meters) 1032.377 (feet) GPS OBS
GS0100 88 minus 29 -
GS0100 ***********************************************************************
GS0100 LAPLACE CORR-
GS0100 GEOID HEIGHT- -33.691
GS0100
GS0100 HORZ ORDER - FIRST
GS0100 VERT ORDER - THIRD
GS0100
GS0100.The horizontal coordinates were established by GPS observations
GS0100.and adjusted by the Woolpert Consultants in March 1997.
GS0100
GS0100.The orthometric height was determined by GPS observations.
GS0100
GS0100
GS0100.The geoid height was determined by GEOID93.
GS0100
GS0100; North East Scale Converg.
GS0100;SPC OH N - 171097.865 684985.719 0.99994190 +0 39 56.48 MT
GS0100;SPC OH N - 561343.579 2247323.980 US SURVEY FEET
GS0100
GS0100_STATION MARK IS A SURVEY DISK
GS0100_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0100_THE MARK IS STAMPED: SUMMIT COUNTY GIS 100
GS0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0100+STABILITY: SURFACE MOTION
GS0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0100+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0100
GS0100 HISTORY - Year Condition Recov. By
GS0100 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0100
GS0100 STATION DESCRIPTION
GS0100
GS0100'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0100'THE STATION IS LOCATED ON THE NORTH SIDE OF SEASONS ROAD 0.15 MILES
GS0100'WEST OF THE S.R. 8 OVERPASS. IT IS ALSO 18.1' NORTH OF CENTERLINE
GS0100'OF PAVEMENT OF SEASONS ROAD 78.8' SOUTHWEST OF A SERVICE POLE AND
GS0100'61.0' NORTHWEST OF A POWER POLE #99657.
GS0100
|
|
|
|
|
|
|
|
|
|
|
|
2247324.0
|
561343.0
|
0101000020960E0000300F78FD4D2541418BA7D2277F212141
|
true
|
2010-11-04 06:43:00 -0400
|
false
|
41.20300073611111111111
|
-81.486694125
|
-81.486694125
|
41.203000736111
|
2247323.98022642
|
561343.577779041
|
684985.719144451
|
171097.864702766
|
413
|
413
|
SUMMIT COUNTY GIS 101
|
GS0101
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
101
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD SCEHISTORY - 2013 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
20.03695
|
N
|
81
|
26
|
58.52007
|
W
|
ADJUSTED
|
-33.71
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
173270.246
|
688071.855
|
0.9999428
|
+
|
0
|
41
|
24.2
|
|
MT
|
C
|
|
|
|
316.653
|
1038.886
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF BARLOW ROAD .47 MILES
WEST OF S.R. 91 IN HUDSON DIRECTLY ACROSS THE ROAD FROM AKZO NOBEL (C.W. FLOOD). NEXT TO THE RAILROAD TRACKS. IT IS ALSO 19.0' SOUTH OF THE
CENTERLINE OF PAVEMENT OF BARLOW ROAD 38.4' EAST OF A TELEPHONE
POLE AND 85.5' WEST OF A TELEPHONE POLE.
|
2022-01-27 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0101 ***********************************************************************
GS0101 DESIGNATION - SUMMIT COUNTY GIS 101
GS0101 PID - GS0101
GS0101 STATE/COUNTY- OH/SUMMIT
GS0101 USGS QUAD - HUDSON
GS0101
GS0101 HORZ DATUM - NAD 83(1986)
GS0101 VERT DATUM - NGVD 88
GS0101
GS0101 POSITION - 41 13 20.03695(N) 081 26 58.52007(W) ADJUSTED
GS0101 83 minus 27 -
GS0101
GS0101 HEIGHT - 316.653 (meters) 1038.886 (feet) GPS OBS
GS0101 88 minus 29 -
GS0101 ***********************************************************************
GS0101 LAPLACE CORR-
GS0101 GEOID HEIGHT- -33.710
GS0101
GS0101 HORZ ORDER - FIRST
GS0101 VERT ORDER - THIRD
GS0101
GS0101.The horizontal coordinates were established by GPS observations
GS0101.and adjusted by the Woolpert Consultants in March 1997.
GS0101
GS0101.The orthometric height was determined by GPS observations.
GS0101
GS0101
GS0101.The geoid height was determined by GEOID93.
GS0101
GS0101; North East Scale Converg.
GS0101;SPC OH N - 173270.246 688071.855 0.99994280 +0 41 24.24 MT
GS0101;SPC OH N - 568470.799 2257449.078 US SURVEY FEET
GS0101
GS0101_STATION MARK IS A SURVEY DISK
GS0101_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0101_THE MARK IS STAMPED: SUMMIT COUNTY GIS 101
GS0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0101+STABILITY: SURFACE MOTION
GS0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0101+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0101
GS0101 HISTORY - Year Condition Recov. By
GS0101 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0101
GS0101 STATION DESCRIPTION
GS0101
GS0101'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0101'THE STATION IS LOCATED ON THE SOUTH SIDE OF BARLOW ROAD .47 MILES
GS0101'WEST OF S.R. 91 IN HUDSON DIRECTLY ACROSS THE ROAD FROM C.W. FLOOD
GS0101'CO. NEXT TO THE RAILROAD TRACKS. ITI IS ALSO 19.0' SOUTH OF
GS0101'CENTERLINE OF PAVEMENT OF BARLOW ROAD 38.4' EAST OF A TELEPHONE
GS0101'POLE AND 85.5' WEST OF A TELEPHONE POLE.
GS0101
|
|
|
|
|
|
|
|
|
|
|
|
2257448.0
|
568470.875
|
0101000020960E000074C8F28914394141A7BC32982D592141
|
true
|
2013-08-16 10:02:00 -0400
|
false
|
41.22223248611111111111
|
-81.44958890833333333333
|
-81.4495889083333
|
41.222232486111
|
2257449.07772165
|
568470.797262092
|
688071.855033268
|
173270.245545961
|
414
|
414
|
SUMMIT COUNTY GIS 102
|
GS0102
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
102
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE
HISTORY - 2004 GOOD COSE
DESTROYED JULY 2010 - ROAD CONSTRUCTION/DITCHING
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
10.40614
|
N
|
81
|
28
|
27.42512
|
W
|
ADJUSTED
|
-33.68
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
171097.8
|
686026.586
|
0.9999419
|
+
|
0
|
40
|
25.8
|
|
MT
|
C
|
|
|
|
305.647
|
1002.777
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 0.1 MILES WEST OF ALLEN ROAD ON THE SOUTH
SIDE OF SEASONS ROAD. IT IS ALSO 26.2' SOUTH OF CENTERLINE OF
PAVEMENT OF SEASONS ROAD 88' WEST OF POWER POLE #75184 AND 49.8'
NORTHWEST OF A LIGHT POLE. ADDRESS #600 SEASONS RD.
|
2010-07-27 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0102 ***********************************************************************
GS0102 DESIGNATION - SUMMIT COUNTY GIS 102
GS0102 PID - GS0102
GS0102 STATE/COUNTY- OH/SUMMIT
GS0102 USGS QUAD - HUDSON
GS0102
GS0102 HORZ DATUM - NAD 83(1986)
GS0102 VERT DATUM - NGVD 88
GS0102
GS0102 POSITION - 41 12 10.40614(N) 081 28 27.42512(W) ADJUSTED
GS0102 83 minus 27 -
GS0102
GS0102 HEIGHT - 305.647 (meters) 1002.777 (feet) GPS OBS
GS0102 88 minus 29 -
GS0102 ***********************************************************************
GS0102 LAPLACE CORR-
GS0102 GEOID HEIGHT- -33.685
GS0102
GS0102 HORZ ORDER - FIRST
GS0102 VERT ORDER - THIRD
GS0102
GS0102.The horizontal coordinates were established by GPS observations
GS0102.and adjusted by the Woolpert Consultants in March 1997.
GS0102
GS0102.The orthometric height was determined by GPS observations.
GS0102
GS0102
GS0102.The geoid height was determined by GEOID93.
GS0102
GS0102; North East Scale Converg.
GS0102;SPC OH N - 171097.800 686026.586 0.99994190 +0 40 25.83 MT
GS0102;SPC OH N - 561343.365 2250738.891 US SURVEY FEET
GS0102
GS0102_STATION MARK IS A SURVEY DISK
GS0102_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0102_THE MARK IS STAMPED: SUMMIT COUNTY GIS 102
GS0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0102+STABILITY: SURFACE MOTION
GS0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0102+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0102
GS0102 HISTORY - Year Condition Recov. By
GS0102 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0102
GS0102 STATION DESCRIPTION
GS0102
GS0102'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0102'THE STATION IS LOCATED 0.1 MILES WEST OF ALLEN ROAD ON THE SOUTH
GS0102'SIDE OF SEASONS ROAD. IT IS ALSO 26.2' SOUTH OF CENTERLINE OF
GS0102'PAVEMENT OF SEASONS ROAD 88' WEST OF A POWER POLE AND 49.8'
GS0102'NORTHWEST OF A LIGHT POLE.
GS0102
|
|
|
|
|
|
|
|
|
|
|
|
2250739.75
|
561344.0
|
0101000020960E0000EC971572F92B4141666ED3BB7E212141
|
false
|
2010-07-29 03:58:00 -0400
|
false
|
41.20289059444444444444
|
-81.47428475555555555556
|
-81.4742847555556
|
41.2028905944443
|
2250738.89128398
|
561343.366847467
|
686026.586116529
|
171097.800410692
|
415
|
415
|
SUMMIT COUNTY GIS 103
|
GS0103
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
103
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2001 GOOD COSE
HISTORY - 2004 DAMAGED COSE
HISTORY - 2013 DAMAGED COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
33.61325
|
N
|
81
|
26
|
26.10459
|
W
|
ADJUSTED
|
-33.65
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
169996.7
|
688866.662
|
0.9999415
|
+
|
0
|
41
|
45.5
|
|
MT
|
C
|
|
|
|
320.182
|
1050.464
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 41.0' WEST OF CENTERLINE OF PAVEMENT OF
DARROW ROAD AND 65.6' SOUTH OF CENTERLINE OF PAVEMET OF HIGBY ROAD.
IT IS ALSO 46.8' SOUTHEAST OF POWER POLE #91450, 76.2' SOUTHWEST OF A
POINT OF INTERSECTION OF DARROW AND HIGBY ROADS. MONUMENT IS
LOCATED IN A LANDSCAPED FLOWER BED SURROUNDING SIGN FOR "KWIK KOPY" PRINTING.
LOCATED 8' NORTH OF SIGN.
|
2013-08-01 20:00:00 -0400
|
SCE
|
Disturbed
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0103 ***********************************************************************
GS0103 DESIGNATION - SUMMIT COUNTY GIS 103
GS0103 PID - GS0103
GS0103 STATE/COUNTY- OH/SUMMIT
GS0103 USGS QUAD - HUDSON
GS0103
GS0103 HORZ DATUM - NAD 83(1986)
GS0103 VERT DATUM - NGVD 88
GS0103
GS0103 POSITION - 41 11 33.61325(N) 081 26 26.10459(W) ADJUSTED
GS0103 83 minus 27 -
GS0103
GS0103 HEIGHT - 320.182 (meters) 1050.464 (feet) GPS OBS
GS0103 88 minus 29 -
GS0103 ***********************************************************************
GS0103 LAPLACE CORR-
GS0103 GEOID HEIGHT- -33.659
GS0103
GS0103 HORZ ORDER - FIRST
GS0103 VERT ORDER - THIRD
GS0103
GS0103.The horizontal coordinates were established by GPS observations
GS0103.and adjusted by the Woolpert Consultants in March 1997.
GS0103
GS0103.The orthometric height was determined by GPS observations.
GS0103
GS0103
GS0103.The geoid height was determined by GEOID93.
GS0103
GS0103; North East Scale Converg.
GS0103;SPC OH N - 169996.700 688866.662 0.99994150 +0 41 45.53 MT
GS0103;SPC OH N - 557730.840 2260056.707 US SURVEY FEET
GS0103
GS0103_STATION MARK IS A SURVEY DISK
GS0103_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0103_THE MARK IS STAMPED: SUMMIT COUNTY GIS 103
GS0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0103+STABILITY: SURFACE MOTION
GS0103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0103+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0103
GS0103 HISTORY - Year Condition Recov. By
GS0103 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0103
GS0103 STATION DESCRIPTION
GS0103
GS0103'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0103'THE STATION IS LOCATED 41.0' WEST OF CENTERLINE OF PAVEMENT OF
GS0103'DARROW ROAD AND 65.6' SOUTH OF CENTERLINE OF PAVEMET OF HIGBY ROAD.
GS0103'IT IS ALSO 46.8' SOUTHEAST OF A POWER POLE 76.2' SOUTHWEST OF A
GS0103'POINT OF INTERSECTION OF DARROW AND HIGBY ROADS.
GS0103
|
|
|
|
|
|
|
|
|
|
|
|
2260057.25
|
557730.3125
|
0101000020960E0000281E835A2C3E4141D984D9AD45052141
|
true
|
2013-08-02 09:19:00 -0400
|
false
|
41.19267034722222222222
|
-81.44058460833333333333
|
-81.4405846083333
|
41.1926703472221
|
2260056.7071264
|
557730.839550163
|
688866.66206545
|
169996.699888275
|
416
|
416
|
SUMMIT COUNTY GIS 182
|
GS0182
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
182
|
Summit County Engineer
|
1996-02-04 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW -2015 GOOD COSE SURVEY FIELD CREW HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
47.86285
|
N
|
81
|
24
|
23.98595
|
W
|
ADJUSTED
|
-33.43
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
151964.567
|
691938.478
|
0.9999394
|
+
|
0
|
43
|
5.76
|
|
MT
|
C
|
|
|
|
359.225
|
1178.557
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED NEAR THE INTERSECTION OF U.S. 224 AND NEAL
ROAD. IT IS ALSO 50.8' SOUTH OF CENTERLINE OF PAVEMENT OF U.S. 224,
114.8' WEST OF CENTERLINE OF PAVEMENT OF NEAL ROAD, 146.1' SOUTHWEST
OF THE POINT OF INTERSECTION OF U.S. 224 AND NEAL ROAD, 110.6'
NORTHWEST OF A POWER POLE # SP-5778.
|
2019-01-02 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 05 1996
GS0182 ***********************************************************************
GS0182 DESIGNATION - SUMMIT COUNTY GIS 182
GS0182 PID - GS0182
GS0182 STATE/COUNTY- OH/SUMMIT
GS0182 USGS QUAD - AKRON EAST
GS0182
GS0182 HORZ DATUM - NAD 83(1986)
GS0182 VERT DATUM - NGVD 88
GS0182
GS0182 POSITION - 41 01 47.86285(N) 081 24 23.98595(W) ADJUSTED
GS0182 83 minus 27 -
GS0182
GS0182 HEIGHT - 359.225 (meters) 1178.557 (feet) GPS OBS
GS0182 88 minus 29 -
GS0182 ***********************************************************************
GS0182 LAPLACE CORR-
GS0182 GEOID HEIGHT- -33.432
GS0182
GS0182 HORZ ORDER - FIRST
GS0182 VERT ORDER - THIRD
GS0182
GS0182.The horizontal coordinates were established by GPS observations
GS0182.and adjusted by the Woolpert Consultants in March 1997.
GS0182
GS0182.The orthometric height was determined by GPS observations.
GS0182
GS0182
GS0182.The geoid height was determined by GEOID93.
GS0182
GS0182; North East Scale Converg.
GS0182;SPC OH N - 151964.567 691938.478 0.99993940 +0 43 5.765 MT
GS0182;SPC OH N - 498570.417 2270134.823 US SURVEY FEET
GS0182
GS0182_STATION MARK IS A SURVEY DISK
GS0182_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0182_THE MARK IS STAMPED: SUMMIT COUNTY GIS 182
GS0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0182+STABILITY: SURFACE MOTION
GS0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0182+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0182
GS0182 HISTORY - Year Condition Recov. By
GS0182 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0182 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0182
GS0182 STATION DESCRIPTION
GS0182
GS0182'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0182'THE STATION IS LOCATED NEAR THE INTERSECTION OF U.S. 224 AND NEAL
GS0182'ROAD. IT IS ALSO 50.8' SOUTH OF CENTERLINE OF PAVEMENT OF U.S. 224
GS0182'114.8' WEST OF CENTERLINE OF PAVEMENT OF NEAL ROAD 146.1' SOUTHWEST
GS0182'OF THE POINT OF INTERSECTION OF U.S. 224 AND NEAL ROAD 110.6'
GS0182'NORTHWEST OF A POWER POLE.
GS0182
|
|
|
|
|
|
|
|
|
|
|
|
2270135.0
|
498569.96875
|
0101000020960E000088666069DB5141416164CCAA296E1E41
|
true
|
2011-04-22 04:57:00 -0400
|
false
|
41.02996190277777777778
|
-81.40666276388888888889
|
-81.4066627638889
|
41.0299619027776
|
2270134.82325441
|
498570.416795319
|
691938.4780049
|
151964.56696833
|
417
|
417
|
SUMMIT COUNTY GIS 183
|
GS0183
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
183
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW- 2015 GOOD COSE SURVEY FIELD CREW HISTORY GOOD 2019 SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
2
|
0.31947
|
N
|
81
|
23
|
35.35932
|
W
|
ADJUSTED
|
-33.44
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
152363.107
|
693069.375
|
0.9999393
|
+
|
0
|
43
|
37.7
|
|
MT
|
C
|
|
|
|
350.73
|
1150.687
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.3' EAST OF CENTERLINE OF PAVEMENT OF PORTAGE LINE ROAD AND .3 MILES NORTH OF U.S. 224. IT IS 77.6' SOUTH OF A POWER POLE # 67BE/IB-6, 222.8' NORTH OF A POWER POLE # 67BE/IB-8. IN FRONT OF HOUSE # 663 PORTAGE LINE ROAD.
|
2019-03-26 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0183 ***********************************************************************
GS0183 DESIGNATION - SUMMIT COUNTY GIS 183
GS0183 PID - GS0183
GS0183 STATE/COUNTY- OH/SUMMIT
GS0183 USGS QUAD - AKRON EAST
GS0183
GS0183 HORZ DATUM - NAD 83(1986)
GS0183 VERT DATUM - NGVD 88
GS0183
GS0183 POSITION - 41 02 00.31947(N) 081 23 35.35932(W) ADJUSTED
GS0183 83 minus 27 -
GS0183
GS0183 HEIGHT - 350.730 (meters) 1150.687 (feet) GPS OBS
GS0183 88 minus 29 -
GS0183 ***********************************************************************
GS0183 LAPLACE CORR-
GS0183 GEOID HEIGHT- -33.442
GS0183
GS0183 HORZ ORDER - FIRST
GS0183 VERT ORDER - THIRD
GS0183
GS0183.The horizontal coordinates were established by GPS observations
GS0183.and adjusted by the Woolpert Consultants in March 1997.
GS0183
GS0183.The orthometric height was determined by GPS observations.
GS0183
GS0183
GS0183.The geoid height was determined by GEOID93.
GS0183
GS0183; North East Scale Converg.
GS0183;SPC OH N - 152363.107 693069.375 0.99993930 +0 43 37.71 MT
GS0183;SPC OH N - 499877.960 2273845.108 US SURVEY FEET
GS0183
GS0183_STATION MARK IS A SURVEY DISK
GS0183_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0183_THE MARK IS STAMPED: SUMMIT COUNTY GIS 183
GS0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0183+STABILITY: SURFACE MOTION
GS0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0183+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0183
GS0183 HISTORY - Year Condition Recov. By
GS0183 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0183 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0183
GS0183 STATION DESCRIPTION
GS0183
GS0183'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0183'THE STATION IS LOCATED 27.3' EAST OF CENTERLINE OF PAVEMENT OF
GS0183'PORTAGE LINE ROAD AND .3 MILES NORTH OF U.S. 224. IT IS 77.6'
GS0183'SOUTH OF A POWER POLE # 67BE/IB-6 222.8' NORTH OF A POWER POLE.
GS0183'# 67BE/IB-8. IN FRONT OF HOUSE # 663 PORTAGE LINE ROAD.
GS0183
|
|
|
|
|
|
|
|
|
|
|
|
2273844.5
|
499877.40625
|
0101000020960E0000095FCE8D1A59414197C9A5D897821E41
|
true
|
2011-04-22 04:58:00 -0400
|
false
|
41.033422074999999999996667
|
-81.39315536666666666666
|
-81.3931553666667
|
41.0334220749998
|
2273845.10786045
|
499877.961569929
|
693069.375014615
|
152363.107412712
|
418
|
418
|
SUMMIT COUNTY GIS 184
|
GS0184
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
184
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
52.65123
|
N
|
81
|
40
|
2.77653
|
W
|
ADJUSTED
|
-33.32
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
150019.439
|
670026.983
|
0.9999396
|
+
|
0
|
32
|
49.0
|
|
MT
|
C
|
|
|
|
326.622
|
1071.592
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.7' EAST OF CENTERLINE OF PAVEMENT OF
HAMETOWN ROAD AND 82.7' NORTH OF CENTERLINE OF PAVEMENT OF DOROTHY
AVENUE. IT IS ALSO 65.9' SOUTH OF A POWER POLE 48.5' NORTH OF
POWER POLE AND 82.5' NORTHEAST OF A POWER POLE.
|
2018-05-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0184 ***********************************************************************
GS0184 DESIGNATION - SUMMIT COUNTY GIS 184
GS0184 PID - GS0184
GS0184 STATE/COUNTY- OH/SUMMIT
GS0184 USGS QUAD - WADSWORTH
GS0184
GS0184 HORZ DATUM - NAD 83(1986)
GS0184 VERT DATUM - NGVD 88
GS0184
GS0184 POSITION - 41 00 52.65123(N) 081 40 02.77653(W) ADJUSTED
GS0184 83 minus 27 -
GS0184
GS0184 HEIGHT - 326.622 (meters) 1071.592 (feet) GPS OBS
GS0184 88 minus 29 -
GS0184 ***********************************************************************
GS0184 LAPLACE CORR-
GS0184 GEOID HEIGHT- -33.324
GS0184
GS0184 HORZ ORDER - FIRST
GS0184 VERT ORDER - THIRD
GS0184
GS0184.The horizontal coordinates were established by GPS observations
GS0184.and adjusted by the Woolpert Consultants in March 1997.
GS0184
GS0184.The orthometric height was determined by GPS observations.
GS0184
GS0184
GS0184.The geoid height was determined by GEOID93.
GS0184
GS0184; North East Scale Converg.
GS0184;SPC OH N - 150019.439 670026.983 0.99993960 +0 32 49.02 MT
GS0184;SPC OH N - 492188.776 2198246.860 US SURVEY FEET
GS0184
GS0184_STATION MARK IS A SURVEY DISK
GS0184_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0184_THE MARK IS STAMPED: SUMMIT COUNTY GIS 184
GS0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0184+STABILITY: SURFACE MOTION
GS0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0184+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0184
GS0184 HISTORY - Year Condition Recov. By
GS0184 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0184
GS0184 STATION DESCRIPTION
GS0184
GS0184'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0184'THE STATION IS LOCATED 21.7' EAST OF CENTERLINE OF PAVEMENT OF
GS0184'HAMETOWN ROAD AND 82.7' NORTH OF CENTERLINE OF PAVEMENT OF DOROTHY
GS0184'AVENUE. IT IS ALSO 65.9' SOUTH OF A POWER POLE 48.5' NORTH OF
GS0184'POWER POLE AND 82.5' NORTHEAST OF A POWER POLE.
GS0184
|
|
|
|
|
|
|
|
|
|
|
|
2198247.75
|
492188.875
|
0101000020960E000072D4D96D73C54041117AE71A730A1E41
|
true
|
2013-08-29 09:12:00 -0400
|
false
|
41.01462534166666666667
|
-81.667437925
|
-81.667437925
|
41.0146253416665
|
2198246.85821014
|
492188.776273639
|
670026.982436416
|
150019.439047066
|
419
|
419
|
SUMMIT COUNTY GIS 185
|
GS0185
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
185
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2005 Unable to locate - GBCHISTORY - 2013 GOOD - SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
56.0605
|
N
|
81
|
37
|
51.93627
|
W
|
ADJUSTED
|
-33.33
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
150154.417
|
673082.781
|
0.9999396
|
+
|
0
|
34
|
14.9
|
|
MT
|
C
|
|
|
|
314.366
|
1031.382
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.0' NORTH OF CENTERLINE OF PAVEMENT OF
SHANNON AVENUE IT IS ALSO 41.5' WEST OF CENTERLINE OF HILLSDALE AVENUE, 53' EAST OF THE CENTERLINE OF 25TH ST. 22.5' NORTHWEST OF A POWER POLE 61026, 67.8' EAST OF A POWER POLE,58.5' NORTHEAST OF THE NORTHWEST CORNER OF HOUSE #271 SHANNON AVENUE AND 62.5' NORTHWEST OF THE NORTHEAST CORNER OF THE SAME HOUSE.
|
2018-05-23 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0185 ***********************************************************************
GS0185 DESIGNATION - SUMMIT COUNTY GIS 185
GS0185 PID - GS0185
GS0185 STATE/COUNTY- OH/SUMMIT
GS0185 USGS QUAD - WADSWORTH
GS0185
GS0185 HORZ DATUM - NAD 83(1986)
GS0185 VERT DATUM - NGVD 88
GS0185
GS0185 POSITION - 41 00 56.06050(N) 081 37 51.93627(W) ADJUSTED
GS0185 83 minus 27 -
GS0185
GS0185 HEIGHT - 314.366 (meters) 1031.382 (feet) GPS OBS
GS0185 88 minus 29 -
GS0185 ***********************************************************************
GS0185 LAPLACE CORR-
GS0185 GEOID HEIGHT- -33.337
GS0185
GS0185 HORZ ORDER - FIRST
GS0185 VERT ORDER - THIRD
GS0185
GS0185.The horizontal coordinates were established by GPS observations
GS0185.and adjusted by the Woolpert Consultants in March 1997.
GS0185
GS0185.The orthometric height was determined by GPS observations.
GS0185
GS0185
GS0185.The geoid height was determined by GEOID93.
GS0185
GS0185; North East Scale Converg.
GS0185;SPC OH N - 150154.417 673082.781 0.99993960 +0 34 14.98 MT
GS0185;SPC OH N - 492631.616 2208272.424 US SURVEY FEET
GS0185
GS0185_STATION MARK IS A SURVEY DISK
GS0185_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0185_THE MARK IS STAMPED: SUMMIT COUNTY GIS 185
GS0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0185+STABILITY: SURFACE MOTION
GS0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0185+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0185
GS0185 HISTORY - Year Condition Recov. By
GS0185 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0185
GS0185 STATION DESCRIPTION
GS0185
GS0185'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0185'THE STATION IS LOCATED 24.0' NORTH OF CENTERLINE OF PAVEMENT OF
GS0185'SHANNON AVENUE AND 58.9' EAST OF CENTERLINE OF PAVEMENT OF
GS0185'TERRACE GARDENS CHICKEN DIVEWAY. IT IS ALSO 41.5' WEST OF
GS0185'CENTERLINE OF HILLSDALE AVENUE 46.0' SOUTHEAST OF A POWER POLE
GS0185'20.2' NORTHWEST OF A POWER POLE 67.8' WEST OF A POWER POLE
GS0185'58.5' NORTHEAST OF THE NORTHWEST CORNER OF HOUSE #271 SHANNON
GS0185'AVENUE AND 62.5' NORTHWEST OF THE NORTHEAST CORNER OF THE SAME
GS0185'HOUSE.
GS0185
|
|
|
|
|
|
|
|
|
|
|
|
2208271.75
|
492631.34375
|
0101000020960E0000FECA523608D940416FF0AB765E111E41
|
true
|
2013-08-28 07:27:00 -0400
|
false
|
41.01557236111111111111
|
-81.63109340833333333334
|
-81.6310934083333
|
41.015572361111
|
2208272.42440164
|
492631.615890271
|
673082.781123181
|
150154.416832171
|
420
|
420
|
SUMMIT COUNTY GIS 186
|
GS0186
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
186
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
48.12564
|
N
|
81
|
34
|
21.47621
|
W
|
ADJUSTED
|
-33.35
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
149960.304
|
678002.306
|
0.9999396
|
+
|
0
|
36
|
33.2
|
|
MT
|
C
|
|
|
|
308.588
|
1012.426
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 17.0' SOUTHEAST OF CENTERLINE OF PAVEMENT
OF TUSCARAWAS, 41.9' SOUTHWEST OF A POWER POLE #93611, 105.4'
SOUTHEAST OF A POWER POLE, 45.0' NORTHEAST OF A POWER POLE #28/17
AND 31' SOUTHEAST OF A SEWER MANHOLE. ALSO 47 FEET EAST OF THE
INTERSECTION OF STATE ROAD AND TUSCARAWAS AVENUE EXTENSION.
|
2018-05-09 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0186 ***********************************************************************
GS0186 DESIGNATION - SUMMIT COUNTY GIS 186
GS0186 PID - GS0186
GS0186 STATE/COUNTY- OH/SUMMIT
GS0186 USGS QUAD - AKRON WEST
GS0186
GS0186 HORZ DATUM - NAD 83(1986)
GS0186 VERT DATUM - NGVD 88
GS0186
GS0186 POSITION - 41 00 48.12564(N) 081 34 21.47621(W) ADJUSTED
GS0186 83 minus 27 -
GS0186
GS0186 HEIGHT - 308.588 (meters) 1012.426 (feet) GPS OBS
GS0186 88 minus 29 -
GS0186 ***********************************************************************
GS0186 LAPLACE CORR-
GS0186 GEOID HEIGHT- -33.357
GS0186
GS0186 HORZ ORDER - FIRST
GS0186 VERT ORDER - THIRD
GS0186
GS0186.The horizontal coordinates were established by GPS observations
GS0186.and adjusted by the Woolpert Consultants in March 1997.
GS0186
GS0186.The orthometric height was determined by GPS observations.
GS0186
GS0186
GS0186.The geoid height was determined by GEOID93.
GS0186
GS0186; North East Scale Converg.
GS0186;SPC OH N - 149960.304 678002.306 0.99993960 +0 36 33.24 MT
GS0186;SPC OH N - 491994.764 2224412.566 US SURVEY FEET
GS0186
GS0186_STATION MARK IS A SURVEY DISK
GS0186_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0186_THE MARK IS STAMPED: SUMMIT COUNTY GIS 186
GS0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0186+STABILITY: SURFACE MOTION
GS0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0186+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0186
GS0186 HISTORY - Year Condition Recov. By
GS0186 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0186 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0186
GS0186 STATION DESCRIPTION
GS0186
GS0186'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0186'THE STATION IS LOCATED 17.0' SOUTHEAST OF CENTERLINE OF PAVEMENT
GS0186'OF TUSCARAWAS 41.9' SOUTHEAST OF A POWER POLE #93611 105.4'
GS0186'SOUTHEAST OF A POWER POLE 45.0' NORTHEAST OF A POWER POLE #28/17
GS0186'AND 31' SOUTHEAST OF A SEWER MANHOLE.ALSO 47 FEET EAST OF THE
GS0186'INTERSECTION OF STATE ROAD AND TUSCARAWAS AVENUE EXIT.
GS0186'
|
|
|
|
|
|
|
|
|
|
|
|
2224412.75
|
491994.21875
|
0101000020960E00007EDB38488EF84041AD088F0E6B071E41
|
true
|
2012-09-06 07:10:00 -0400
|
false
|
41.01336823333333333333
|
-81.57263228055555555556
|
-81.5726322805555
|
41.0133682333332
|
2224412.56423515
|
491994.764217506
|
678002.305583484
|
149960.304054087
|
421
|
421
|
SUMMIT COUNTY GIS 187
|
GS0187
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
187
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
48.0376
|
N
|
81
|
31
|
56.11074
|
W
|
ADJUSTED
|
-33.37
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
149994.489
|
681398.563
|
0.9999396
|
+
|
0
|
38
|
8.74
|
|
MT
|
C
|
|
|
|
300.497
|
985.881
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 44.4' EAST OF THE CENTERLINE OF PAVEMENT OF
NORTH TURKEYFOOT ROAD AND 22.8' NORTH OF CENTERLINE OF PAVEMENT
OF VAUGHN ROAD. IT IS ALSO 16.6' SOUTHEAST OF POWER POLE #118953,
11.5' WEST OF A GAS VALVE AND 50.6' NORTHEAST OF THE POINT OF
INTERSECTION OF NORTH TURKEYFOOT ROAD AND VAUGHN ROAD.
GOOD FOR GPS.
|
2018-01-11 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0187 ***********************************************************************
GS0187 DESIGNATION - SUMMIT COUNTY GIS 187
GS0187 PID - GS0187
GS0187 STATE/COUNTY- OH/SUMMIT
GS0187 USGS QUAD - AKRON WEST
GS0187
GS0187 HORZ DATUM - NAD 83(1986)
GS0187 VERT DATUM - NGVD 88
GS0187
GS0187 POSITION - 41 00 48.03760(N) 081 31 56.11074(W) ADJUSTED
GS0187 83 minus 27 -
GS0187
GS0187 HEIGHT - 300.497 (meters) 985.881 (feet) GPS OBS
GS0187 88 minus 29 -
GS0187 ***********************************************************************
GS0187 LAPLACE CORR-
GS0187 GEOID HEIGHT- -33.371
GS0187
GS0187 HORZ ORDER - FIRST
GS0187 VERT ORDER - THIRD
GS0187
GS0187.The horizontal coordinates were established by GPS observations
GS0187.and adjusted by the Woolpert Consultants in March 1997.
GS0187
GS0187.The orthometric height was determined by GPS observations.
GS0187
GS0187
GS0187.The geoid height was determined by GEOID93.
GS0187
GS0187; North East Scale Converg.
GS0187;SPC OH N - 149994.489 681398.563 0.99993960 +0 38 8.742 MT
GS0187;SPC OH N - 492106.919 2235555.119 US SURVEY FEET
GS0187
GS0187_STATION MARK IS A SURVEY DISK
GS0187_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0187_THE MARK IS STAMPED: SUMMIT COUNTY GIS 187
GS0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0187+STABILITY: SURFACE MOTION
GS0187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0187+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0187
GS0187 HISTORY - Year Condition Recov. By
GS0187 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0187 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0187
GS0187 STATION DESCRIPTION
GS0187
GS0187'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0187'THE STATION IS LOCATED 44.4' EAST OF CENTERLINE OF PAVEMENT OF
GS0187'NORTH TURKEYFOOT ROAD AND 22.8' NORTH OF CENTERLINE OF PAVEMENT
GS0187'OF VAUGHN ROAD. IT IS ALSO 16.6' SOUTHEAST OF A POWER POLE 11.5'
GS0187'WEST OF A GAS VALAVE AND 50.6' NORTHEAST OF THE POINT OF
GS0187'INTERSECTION OF NORTH TURKEYFOOT ROAD AND VAUGHN ROAD.
GS0187
|
|
|
|
|
|
|
|
|
|
|
|
2235556.0
|
492106.9375
|
0101000020960E00005B8F468F510E4141F99384AC2B091E41
|
true
|
2011-01-07 09:46:00 -0500
|
false
|
41.01334377777777777778
|
-81.53225298333333333334
|
-81.5322529833333
|
41.0133437777776
|
2235555.11934082
|
492106.918474495
|
681398.563172208
|
149994.488739986
|
424
|
424
|
45 RHP 1956 1091
|
CE1032
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
DISK
|
45 RHP 1956 1091
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2003 - GOOD COSEHISTORY - 2004 - GOOD COSEHISTORY - 2006 - GOOD COSE 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
56
|
11.25
|
N
|
81
|
34
|
8.17
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1091.36
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS FR-17 THE STATION IS LOCATED 215.0'
SOUTH AND 37.0' WEST OF THE INTERSECTION OF NIMISILA ROAD AND S.R. 93
17.0' EAST OF SOUTHEAST CORNER OF THE FORMER FRANKLIN TOWNSHIP
FIREHOUSE, WHICH IS NOW "MR. DEPENDABLE". SUITABLE FOR GPS.
|
2018-04-11 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1032 *********************************************************************
CE1032 DESIGNATION - 45 RHP 1956 1091
CE1032 PID - CE1032
CE1032 STATE/COUNTY- OH/SUMMIT
CE1032
CE1032 HORZ DATUM - NAD 83(1986)
CE1032 VERT DATUM - NGVD 29
CE1032
CE1032 POSITION - 40 56 11.25 (N) 081 34 08.17 (W) SCALED
CE1032 83 MINUS 27 -
CE1032
CE1032 HEIGHT - (meters) 1091.36 (feet) ADJUST
CE1032 88 MINUS 29 -
CE1032 *********************************************************************
CE1032
CE1032 VERT ORDER - THIRD
CE1032
CE1032 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1032 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1032 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1032
CE1032_STATION MARK IS A SURVEY DISK
CE1032_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1032_THE MARK IS STAMPED: 45 RHP 1956 1091
CE1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1032+STABILITY: SURFACE MOTION
CE1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1032+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1032
CE1032 HISTORY - Year Condition Recov. By
CE1032 HISTORY - 1996 - GOOD COSE
CE1032 HISTORY - 2000 - GOOD COSE
CE1032 STATION DESCRIPTION
CE1032
CE1032 DESCRIBED BY COSE ALSO KNOWN AS FR-17
CE1032 THE STATION IS LOCATED 215.0' SOUTH AND 37.0' WEST
CE1032 OF INTERSECTION OF NIMISILA ROAD AND S.R. 93 17.0'
CE1032 EAST OF SOUTHEAST CORNER OF FRANKLIN TOWNSHIP
CE1032 FIREHOUSE, WHICH IS NOW "MR. DEPENDABLE" 2.0' WEST
CE1032
|
|
|
|
|
|
|
|
|
|
|
|
2225745.75
|
463962.15625
|
0101000020960E00006F22C0D021FB4041E620C7C6CB511C41
|
true
|
2013-09-03 02:49:00 -0400
|
false
|
40.93645833333333333333
|
-81.56893611111111111111
|
-81.5689361111111
|
40.9364583333332
|
2225731.63086348
|
463986.94411899
|
678404.357895904
|
141423.503414457
|
425
|
425
|
SUMMIT COUNTY GIS 188
|
GS0188
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
188
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
53.15727
|
N
|
81
|
26
|
41.23072
|
W
|
ADJUSTED
|
-33.4
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
150237.724
|
688753.253
|
0.9999396
|
+
|
0
|
41
|
35.6
|
|
MT
|
C
|
|
|
|
329.16
|
1079.919
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 29.3' SOUTH OF CENTERLINE OF PAVEMENT OF KRUMROY ROAD AND 50.3' EAST OF CENTERLINE OF PAVEMENT OF PRESSLER ROAD. IT IS ALSO 59.1' SOUTHEAST OF THE POINT OF INTERSECTION OF KRUMROY AND PRESSLER ROADS, 86.3' SOUTHEAST OF A POWER POLE AND 70.4' SOUTHWEST OF A POWER POLE.
|
2018-05-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0188 ***********************************************************************
GS0188 DESIGNATION - SUMMIT COUNTY GIS 188
GS0188 PID - GS0188
GS0188 STATE/COUNTY- OH/SUMMIT
GS0188 USGS QUAD - AKRON EAST
GS0188
GS0188 HORZ DATUM - NAD 83(1986)
GS0188 VERT DATUM - NGVD 88
GS0188
GS0188 POSITION - 41 00 53.15727(N) 081 26 41.23072(W) ADJUSTED
GS0188 83 minus 27 -
GS0188
GS0188 HEIGHT - 329.160 (meters) 1079.919 (feet) GPS OBS
GS0188 88 minus 29 -
GS0188 ***********************************************************************
GS0188 LAPLACE CORR-
GS0188 GEOID HEIGHT- -33.401
GS0188
GS0188 HORZ ORDER - FIRST
GS0188 VERT ORDER - THIRD
GS0188
GS0188.The horizontal coordinates were established by GPS observations
GS0188.and adjusted by the Woolpert Consultants in March 1997.
GS0188
GS0188.The orthometric height was determined by GPS observations.
GS0188
GS0188
GS0188.The geoid height was determined by GEOID93.
GS0188
GS0188; North East Scale Converg.
GS0188;SPC OH N - 150237.724 688753.253 0.99993960 +0 41 35.60 MT
GS0188;SPC OH N - 492904.933 2259684.631 US SURVEY FEET
GS0188
GS0188_STATION MARK IS A SURVEY DISK
GS0188_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0188_THE MARK IS STAMPED: SUMMIT COUNTY GIS 188
GS0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0188+STABILITY: SURFACE MOTION
GS0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0188+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0188
GS0188 HISTORY - Year Condition Recov. By
GS0188 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0188 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0188
GS0188 STATION DESCRIPTION
GS0188
GS0188'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0188'THE STATION IS LOCATED 29.3' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0188'KRUMROY ROAD AND 50.3' EAST OF CENTERLINE OF PAVEMENT OF PRESSLER
GS0188'ROAD. IT IS ALSO 59.1' SOUTHEAST OF THE POINT OF INTERSECTION OF
GS0188'KRUMROY AND PRESSLER ROADS 86.3' SOUTHEAST OF A POWER POLE AND
GS0188'70.4' SOUTHWEST OF A POWER POLE.
GS0188
|
|
|
|
|
|
|
|
|
|
|
|
2259684.75
|
492905.21875
|
0101000020960E00001D69DB50723D41414ECC6BBAA3151E41
|
true
|
2013-05-13 10:41:00 -0400
|
false
|
41.01476590833333333333
|
-81.44478631111111111111
|
-81.4447863111111
|
41.0147659083332
|
2259684.63169588
|
492904.932051842
|
688753.253247411
|
150237.723764832
|
426
|
426
|
SUMMIT COUNTY GIS 189
|
GS0189
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
189
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW -2015 - 2018 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
0.70959
|
N
|
81
|
25
|
33.62464
|
W
|
ADJUSTED
|
-33.41
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
150489.95
|
690329.833
|
0.9999395
|
+
|
0
|
42
|
20.0
|
|
MT
|
C
|
|
|
|
338.408
|
1110.26
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 14.3' SOUTH OF CENTERLINE OF PAVEMENT OF ONEIDA AND 26.0' WEST OF CENTERLINE OF PAVEMENT OF ERIE AVENUE. IT IS ALSO 29.2' SOUTHWEST OF THE POINT OF INTERSECTION OF ONEIDA AND ERIE AVENUE, 10 FEET NORTHWEST OF A POWER POLE NO #, 38.6' EAST OF A FIRE HYDRANT. ONEIDA IS LOCATED OFF SANITARIUM ROAD. GO SOUTH ON PAWNEE BOULEVARD TO ONEIDA TURN RIGHT/WEST TO ERIE. NE CORNER OF PROPERTY TO HOUSE # 1484 ERIE AVENUE.
|
2022-01-28 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0189 ***********************************************************************
GS0189 DESIGNATION - SUMMIT COUNTY GIS 189
GS0189 PID - GS0189
GS0189 STATE/COUNTY- OH/SUMMIT
GS0189 USGS QUAD - AKRON EAST
GS0189
GS0189 HORZ DATUM - NAD 83(1986)
GS0189 VERT DATUM - NGVD 88
GS0189
GS0189 POSITION - 41 01 00.70959(N) 081 25 33.62464(W) ADJUSTED
GS0189 83 minus 27 -
GS0189
GS0189 HEIGHT - 338.408 (meters) 1110.260 (feet) GPS OBS
GS0189 88 minus 29 -
GS0189 ***********************************************************************
GS0189 LAPLACE CORR-
GS0189 GEOID HEIGHT- -33.410
GS0189
GS0189 HORZ ORDER - FIRST
GS0189 VERT ORDER - THIRD
GS0189
GS0189.The horizontal coordinates were established by GPS observations
GS0189.and adjusted by the Woolpert Consultants in March 1997.
GS0189
GS0189.The orthometric height was determined by GPS observations.
GS0189
GS0189
GS0189.The geoid height was determined by GEOID93.
GS0189
GS0189; North East Scale Converg.
GS0189;SPC OH N - 150489.950 690329.833 0.99993950 +0 42 20.01 MT
GS0189;SPC OH N - 493732.444 2264857.127 US SURVEY FEET
GS0189
GS0189_STATION MARK IS A SURVEY DISK
GS0189_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0189_THE MARK IS STAMPED: SUMMIT COUNTY GIS 189
GS0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0189+STABILITY: SURFACE MOTION
GS0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0189+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0189
GS0189 HISTORY - Year Condition Recov. By
GS0189 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0189 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0189
GS0189 STATION DESCRIPTION
GS0189
GS0189'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0189'THE STATION IS LOCATED 14.3' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0189'ONEIDA AND 26.0' WEST OF CENTERLINE OF PAVEMENT OF ERIE AVENUE. IT
GS0189'IA ALSO 29.2' SOUTHWEST OF THE POINT OF INTERSECTION OF ONEIDA AND
GS0189'EREIE AVENUE 11.0' NORTHWEST OF A POWER POLE # 2612 38.6' EAST OF A FIRE
GS0189'HYDRANT. ONEIDA IS LOCATED OFF SANITARIUM ROAD. GO SOUTH ON
GS0189'PAWNEE BOULEVARD TO ONEIDA TURN RIGHT/WEST TO ERIE.
GS0189'NE CORNER OF PROPERTY TO HOUSE # 1484 ERIE AVENUE.
GS0189
|
|
|
|
|
|
|
|
|
|
|
|
2264856.25
|
493732.8125
|
0101000020960E0000AD9B1C908C4741415CAA0FC691221E41
|
true
|
2013-05-08 10:02:00 -0400
|
false
|
41.016863775
|
-81.42600684444444444445
|
-81.4260068444444
|
41.0168637749998
|
2264857.12587305
|
493732.443419134
|
690329.832625771
|
150489.949734035
|
427
|
427
|
SUMMIT COUNTY GIS 190
|
GS0190
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
190
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2017 GOOD SCE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
1
|
11.42992
|
N
|
81
|
23
|
54.0185
|
W
|
ADJUSTED
|
-33.42
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
150849.634
|
692652.624
|
0.9999395
|
+
|
0
|
43
|
25.4
|
|
MT
|
C
|
|
|
|
355.31
|
1165.713
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 18.2' SOUTH OF CENTERLINE OF PAVEMENT OF
SANITARIUM ROAD AND .25 MILES WEST OF THE SUMMIT/PORTAGE COUNTY
LINE, 72.9' EAST OF A POWER POLE # 10/8, 75.7' SOUTHEAST OF A POWER POLE.
THIS STATION IS LOCATED DIRECTLY ACROSS THE STREET FROM HOUSE #3487
SANITARIUM ROAD.147' WEST OF POWER POLE # 10/7.5.
45 FEET WEST OF WINTER FERN AVE.
|
2022-01-14 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0190 ***********************************************************************
GS0190 DESIGNATION - SUMMIT COUNTY GIS 190
GS0190 PID - GS0190
GS0190 STATE/COUNTY- OH/SUMMIT
GS0190 USGS QUAD - AKRON EAST
GS0190
GS0190 HORZ DATUM - NAD 83(1986)
GS0190 VERT DATUM - NGVD 88
GS0190
GS0190 POSITION - 41 01 11.42992(N) 081 23 54.01850(W) ADJUSTED
GS0190 83 minus 27 -
GS0190
GS0190 HEIGHT - 355.310 (meters) 1165.713 (feet) GPS OBS
GS0190 88 minus 29 -
GS0190 ***********************************************************************
GS0190 LAPLACE CORR-
GS0190 GEOID HEIGHT- -33.424
GS0190
GS0190 HORZ ORDER - FIRST
GS0190 VERT ORDER - THIRD
GS0190
GS0190.The horizontal coordinates were established by GPS observations
GS0190.and adjusted by the Woolpert Consultants in March 1997.
GS0190
GS0190.The orthometric height was determined by GPS observations.
GS0190
GS0190
GS0190.The geoid height was determined by GEOID93.
GS0190
GS0190; North East Scale Converg.
GS0190;SPC OH N - 150849.634 692652.624 0.99993950 +0 43 25.45 MT
GS0190;SPC OH N - 494912.508 2272477.817 US SURVEY FEET
GS0190
GS0190_STATION MARK IS A SURVEY DISK
GS0190_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0190_THE MARK IS STAMPED: SUMMIT COUNTY GIS 190
GS0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0190+STABILITY: SURFACE MOTION
GS0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0190+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0190
GS0190 HISTORY - Year Condition Recov. By
GS0190 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0190 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0190
GS0190 STATION DESCRIPTION
GS0190
GS0190'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0190'THE STATION IS LOCATED 18.2' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0190'SANITARIUM ROAD AND .25 MILES WEST OF THE SUMMIT/PORTAGE COUNTY
GS0190'LINE 72.9' EAST OF A POWER POLE # 10/8 75.7' SOUTHEAST OF A POWER POLE.
GS0190'THIS STATION IS LOCATED DIRECTLY ACROSS THE STREET FROM HOUSE #3487
GS0190'SANITARIUM ROAD.147' WEST OF POWER POLE # 10/7.5.
GS0190
|
|
|
|
|
|
|
|
|
|
|
|
2272477.75
|
494912.0
|
0101000020960E0000AD73A5E86E564141A471400802351E41
|
true
|
2013-04-03 10:19:00 -0400
|
false
|
41.01984164444444444445
|
-81.39833847222222222222
|
-81.3983384722222
|
41.0198416444443
|
2272477.81754919
|
494912.508058334
|
692652.624094241
|
150849.634155432
|
428
|
428
|
SUMMIT COUNTY GIS 191
|
GS0191
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
191
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW- 2015 GOOD COSE SURVEY FIELD CREW HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
32.54707
|
N
|
81
|
23
|
36.13061
|
W
|
ADJUSTED
|
-33.41
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
149655.621
|
693085.714
|
0.9999397
|
+
|
0
|
43
|
37.2
|
|
MT
|
C
|
|
|
|
350.914
|
1151.29
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.0' WEST OF CENTERLINE OF PAVEMENT OF
PORTAGE LINE ROAD AND .7 MILES SOUTH OF CENTERLINE OF SANITARIUM
ROAD. IT IS ALSO 48.8' NORTH OF A POWER POLE #12/30. 71.8' NORTHWEST OF A
POWER POLE # 68BE/4C-3. AND 198.5' SOUTH OF A POWER POLE # 12/30 AND IS
LOCATED ACROSS THE STREET FROM HOUSE #1555 PORTAGE LINE ROAD.(POLES TO THE NORTH AND SOUTH OF MON DISK HAVE THE SAME NUMBER)
|
2019-05-10 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0191 ***********************************************************************
GS0191 DESIGNATION - SUMMIT COUNTY GIS 191
GS0191 PID - GS0191
GS0191 STATE/COUNTY- OH/SUMMIT
GS0191 USGS QUAD - AKRON EAST
GS0191
GS0191 HORZ DATUM - NAD 83(1986)
GS0191 VERT DATUM - NGVD 88
GS0191
GS0191 POSITION - 41 00 32.54707(N) 081 23 36.13061(W) ADJUSTED
GS0191 83 minus 27 -
GS0191
GS0191 HEIGHT - 350.914 (meters) 1151.290 (feet) GPS OBS
GS0191 88 minus 29 -
GS0191 ***********************************************************************
GS0191 LAPLACE CORR-
GS0191 GEOID HEIGHT- -33.414
GS0191
GS0191 HORZ ORDER - FIRST
GS0191 VERT ORDER - THIRD
GS0191
GS0191.The horizontal coordinates were established by GPS observations
GS0191.and adjusted by the Woolpert Consultants in March 1997.
GS0191
GS0191.The orthometric height was determined by GPS observations.
GS0191
GS0191
GS0191.The geoid height was determined by GEOID93.
GS0191
GS0191; North East Scale Converg.
GS0191;SPC OH N - 149655.621 693085.714 0.99993970 +0 43 37.20 MT
GS0191;SPC OH N - 490995.150 2273898.713 US SURVEY FEET
GS0191
GS0191_STATION MARK IS A SURVEY DISK
GS0191_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0191_THE MARK IS STAMPED: SUMMIT COUNTY GIS 191
GS0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0191+STABILITY: SURFACE MOTION
GS0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0191+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0191
GS0191 HISTORY - Year Condition Recov. By
GS0191 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0191 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0191
GS0191
GS0191 STATION DESCRIPTION
GS0191
GS0191'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0191'THE STATION IS LOCATED 21.0' WEST OF CENTERLINE OF PAVEMENT OF
GS0191'PORTAGE LINE ROAD AND .7 MILES SOUTH OF CENTERLINE OF SANITARIUM
GS0191'ROAD. IT IS ALSO 48.8' NORTH OF A POWER POLE #12/30. 71.8' NORTHWEST OF A
GS0191'POWER POLE # 68BE/4C-3. 101' NORTHWEST OF A POWER POLE # 68BE/4C-4. AND IS
GS0191'LOCATED ACROSS THE STREET FROM HOUSE #1555 PORTAGE LINE ROAD.
GS0191
|
|
|
|
|
|
|
|
|
|
|
|
2273898.25
|
490995.125
|
0101000020960E0000E2054F5B35594141DDB83798CCF71D41
|
true
|
2013-07-15 07:19:00 -0400
|
false
|
41.00904085277777777778
|
-81.39336961388888888889
|
-81.3933696138889
|
41.0090408527776
|
2273898.71334909
|
490995.148650063
|
693085.71400023
|
149655.620619763
|
429
|
429
|
SUMMIT COUNTY GIS 192
|
GS0192
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
192
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCEHISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
20.23565
|
N
|
81
|
41
|
17.58016
|
W
|
ADJUSTED
|
-33.3
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
149003.099
|
668288.632
|
0.9999397
|
+
|
0
|
31
|
59.8
|
|
MT
|
C
|
|
|
|
355.387
|
1165.965
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.2' WEST OF CENTERLINE OF PAVEMENT OF
MEDINA LINE ROAD AND 44.6' SOUTH OF CENTERLINE OF PAVEMENT OF
JOHNSON ROAD. IT IS ALSO 52.0' SOUTHWEST OF THE POINT OF
INTERSECTION OF MEDINA LINE AND JOHNSON ROADS 33.6' SOUTHEAST OF A
POWER POLE AND 44.3' NORTHEAST OF A POWER POLE.
NOTE: 2.5' GROUND WATER
|
2018-05-08 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0192 ***********************************************************************
GS0192 DESIGNATION - SUMMIT COUNTY GIS 192
GS0192 PID - GS0192
GS0192 STATE/COUNTY- OH/SUMMIT
GS0192 USGS QUAD - WADSWORTH
GS0192
GS0192 HORZ DATUM - NAD 83(1986)
GS0192 VERT DATUM - NGVD 88
GS0192
GS0192 POSITION - 41 00 20.23565(N) 081 41 17.58016(W) ADJUSTED
GS0192 83 minus 27 -
GS0192
GS0192 HEIGHT - 355.387 (meters) 1165.965 (feet) GPS OBS
GS0192 88 minus 29 -
GS0192 ***********************************************************************
GS0192 LAPLACE CORR-
GS0192 GEOID HEIGHT- -33.304
GS0192
GS0192 HORZ ORDER - FIRST
GS0192 VERT ORDER - THIRD
GS0192
GS0192.The horizontal coordinates were established by GPS observations
GS0192.and adjusted by the Woolpert Consultants in March 1997.
GS0192
GS0192.The orthometric height was determined by GPS observations.
GS0192
GS0192
GS0192.The geoid height was determined by GEOID93.
GS0192
GS0192; North East Scale Converg.
GS0192;SPC OH N - 149003.099 668288.632 0.99993970 +0 31 59.88 MT
GS0192;SPC OH N - 488854.334 2192543.620 US SURVEY FEET
GS0192
GS0192_STATION MARK IS A SURVEY DISK
GS0192_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0192_THE MARK IS STAMPED: SUMMIT COUNTY GIS 192
GS0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0192+STABILITY: SURFACE MOTION
GS0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0192+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0192
GS0192 HISTORY - Year Condition Recov. By
GS0192 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0192
GS0192 STATION DESCRIPTION
GS0192
GS0192'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0192'THE STATION IS LOCATED 27.2' WEST OF CENTERLINE OF PAVEMENT OF
GS0192'MEDINA LINE ROAD AND 44.6' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0192'JOHNSON ROAD. IT IS ALSO 52.0' SOUTHWEST OF THE POINT OF
GS0192'INTERSECTION OF MEDINA LINE AND JOHNSON ROADS 33.6' SOUTHEAST OF A
GS0192'POWER POLE AND 44.3' NORTHEAST OF A POWER POLE.
GS0192'NOTE: 2.5' GROUND WATER
GS0192
|
|
|
|
|
|
|
|
|
|
|
|
2192543.5
|
488855.0
|
0101000020960E000046B268CF4FBA40417A7DC75759D61D41
|
true
|
2013-08-29 09:13:00 -0400
|
false
|
41.00562101388888888889
|
-81.68821671111111111111
|
-81.6882167111111
|
41.0056210138887
|
2192543.62038258
|
488854.335721932
|
668288.632069874
|
149003.099534227
|
430
|
430
|
SUMMIT COUNTY GIS 193
|
GS0193
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
193
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 GOOD SCEHISTORY 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
14.4422
|
N
|
81
|
39
|
40.41892
|
W
|
ADJUSTED
|
-33.3
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
148845.884
|
670560.663
|
0.9999397
|
+
|
0
|
33
|
3.71
|
|
MT
|
C
|
|
|
|
345.514
|
1133.574
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 31.8' NORTH OF CENTERLINE OF PAVEMENT OF
JOHNSON ROAD AND 154.7' WEST OF CENTERLINE OF PAVEMENT OF U.S. 21.
IT IS ALSO 40.0' WEST OF CENTERLINE OF PAVEMENT OF EAST FRONTAGE
AND 26.8' SOUTHEAST OF A POWER POLE. 26' SOUTHWEST OF END OF GUARD RAIL
|
2018-05-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0193 ***********************************************************************
GS0193 DESIGNATION - SUMMIT COUNTY GIS 193
GS0193 PID - GS0193
GS0193 STATE/COUNTY- OH/SUMMIT
GS0193 USGS QUAD - WADSWORTH
GS0193
GS0193 HORZ DATUM - NAD 83(1986)
GS0193 VERT DATUM - NGVD 88
GS0193
GS0193 POSITION - 41 00 14.44220(N) 081 39 40.41892(W) ADJUSTED
GS0193 83 minus 27 -
GS0193
GS0193 HEIGHT - 345.514 (meters) 1133.574 (feet) GPS OBS
GS0193 88 minus 29 -
GS0193 ***********************************************************************
GS0193 LAPLACE CORR-
GS0193 GEOID HEIGHT- -33.309
GS0193
GS0193 HORZ ORDER - FIRST
GS0193 VERT ORDER - THIRD
GS0193
GS0193.The horizontal coordinates were established by GPS observations
GS0193.and adjusted by the Woolpert Consultants in March 1997.
GS0193
GS0193.The orthometric height was determined by GPS observations.
GS0193
GS0193
GS0193.The geoid height was determined by GEOID93.
GS0193
GS0193; North East Scale Converg.
GS0193;SPC OH N - 148845.884 670560.663 0.99993970 +0 33 3.714 MT
GS0193;SPC OH N - 488338.538 2199997.775 US SURVEY FEET
GS0193
GS0193_STATION MARK IS A SURVEY DISK
GS0193_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0193_THE MARK IS STAMPED: SUMMIT COUNTY GIS 193
GS0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0193+STABILITY: SURFACE MOTION
GS0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0193+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0193
GS0193 HISTORY - Year Condition Recov. By
GS0193 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0193
GS0193 STATION DESCRIPTION
GS0193
GS0193'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0193'THE STATION IS LOCATED 31.8' NORTH OF CENTERLINE OF PAVEMENT OF
GS0193'JOHNSON ROAD AND 154.7' WEST OF CENTERLINE OF PAVEMENT OF U.S. 21.
GS0193'IT IS ALSO 40.0' WEST OF CENTERLINE OF PAVEMENT OF EAST FRONTAGE
GS0193'AND 26.8' SOUTHEAST OF A POWER POLE.
GS0193
|
|
|
|
|
|
|
|
|
|
|
|
2199998.75
|
488339.03125
|
0101000020960E00009F8168E3DEC84041542293264ACE1D41
|
true
|
2013-09-05 09:52:00 -0400
|
false
|
41.00401172222222222222
|
-81.66122747777777777778
|
-81.6612274777778
|
41.0040117222221
|
2199997.77662678
|
488338.537670647
|
670560.663437169
|
148845.883973765
|
431
|
431
|
SUMMIT COUNTY GIS 194
|
GS0194
|
OH
|
Summit
|
WADSWORTH
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
194
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
17.63324
|
N
|
81
|
38
|
31.88016
|
W
|
ADJUSTED
|
-33.31
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
148959.889
|
672161.238
|
0.9999397
|
+
|
0
|
33
|
48.7
|
|
MT
|
C
|
|
|
|
311.175
|
1020.913
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 17.2' SOUTH OF CENTERLINE OF PAVEMENT OF
KRANCZ DRIVEAND 451.8' SOUTHWEST FROM THE POINT OF INTERSECTION OF
WOOSTER AND KRANCZ ROADS. IT IS ALSO 85.4' SOUTHEAST OF A POWER
POLE 34.2' SOUTHWEST OF A POWER POLE #BA5888 AND 39' SOUTHWEST OF A
FIRE HYDRANT. 46 FEET WEST OF THE WEST EDGE OF A CONC. DRIVE
|
2018-05-23 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0194 ***********************************************************************
GS0194 DESIGNATION - SUMMIT COUNTY GIS 194
GS0194 PID - GS0194
GS0194 STATE/COUNTY- OH/SUMMIT
GS0194 USGS QUAD - WADSWORTH
GS0194
GS0194 HORZ DATUM - NAD 83(1986)
GS0194 VERT DATUM - NGVD 88
GS0194
GS0194 POSITION - 41 00 17.63324(N) 081 38 31.88016(W) ADJUSTED
GS0194 83 minus 27 -
GS0194
GS0194 HEIGHT - 311.175 (meters) 1020.913 (feet) GPS OBS
GS0194 88 minus 29 -
GS0194 ***********************************************************************
GS0194 LAPLACE CORR-
GS0194 GEOID HEIGHT- -33.317
GS0194
GS0194 HORZ ORDER - FIRST
GS0194 VERT ORDER - THIRD
GS0194
GS0194.The horizontal coordinates were established by GPS observations
GS0194.and adjusted by the Woolpert Consultants in March 1997.
GS0194
GS0194.The orthometric height was determined by GPS observations.
GS0194
GS0194
GS0194.The geoid height was determined by GEOID93.
GS0194
GS0194; North East Scale Converg.
GS0194;SPC OH N - 148959.889 672161.238 0.99993970 +0 33 48.74 MT
GS0194;SPC OH N - 488712.569 2205248.995 US SURVEY FEET
GS0194
GS0194_STATION MARK IS A SURVEY DISK
GS0194_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0194_THE MARK IS STAMPED: SUMMIT COUNTY GIS 194
GS0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0194+STABILITY: SURFACE MOTION
GS0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0194+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0194
GS0194 HISTORY - Year Condition Recov. By
GS0194 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0194 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0194
GS0194 STATION DESCRIPTION
GS0194
GS0194'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0194'THE STATION IS LOCATED 17.2' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0194'KRANCZ DRIVEAND 451.8' SOUTHWEST FROM THE POINT OF INTERSECTION OF
GS0194'WOOSTER AND KRANCZ ROADS. IT IS ALSO 85.4' SOUTHEAST OF A POWER
GS0194'POLE 34.2' SOUTHWEST OF A POWER POLE #BA5888 AND 39' SOUTHWEST OF A
GS0194'FIRE HYDRANT.
GS0194
|
|
|
|
|
|
|
|
|
|
|
|
2205249.0
|
488712.5625
|
0101000020960E000095931A7F20D340418E6C194822D41D41
|
true
|
2013-09-23 08:43:00 -0400
|
false
|
41.00489812222222222222
|
-81.64218893333333333333
|
-81.6421889333333
|
41.0048981222221
|
2205248.99299855
|
488712.570409485
|
672161.237388432
|
148959.889380574
|
432
|
432
|
SUMMIT COUNTY GIS 195
|
GS0195
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
195
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
7.06074
|
N
|
81
|
37
|
11.65219
|
W
|
ADJUSTED
|
-33.32
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
148652.46
|
674039.182
|
0.9999398
|
+
|
0
|
34
|
41.4
|
|
MT
|
C
|
|
|
|
297.327
|
975.48
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 77.9' SOUTH OF CENTERLINE OF PAVEMENT OF
HUDSON RUN ROAD AND 22.0' WEST OF CENTERLINE OF PAVEMENT OF
FAIRLAND ROAD. IT IS ALSO 102.2' SOUTHEAST OF A POWER POLE 84.2'
SOUTHWEST OF THE POINT OF INTERSECTION OF HUDSON RUN AND FAIRLAND
ROADS 61.4' SOUTHWEST OF A POWER POLE AND 4.7' NORTHEAST OF A POWER
POLE #118055.
|
2018-05-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0195 ***********************************************************************
GS0195 DESIGNATION - SUMMIT COUNTY GIS 195
GS0195 PID - GS0195
GS0195 STATE/COUNTY- OH/SUMMIT
GS0195 USGS QUAD - AKRON WEST
GS0195
GS0195 HORZ DATUM - NAD 83(1986)
GS0195 VERT DATUM - NGVD 88
GS0195
GS0195 POSITION - 41 00 07.06074(N) 081 37 11.65219(W) ADJUSTED
GS0195 83 minus 27 -
GS0195
GS0195 HEIGHT - 297.327 (meters) 975.480 (feet) GPS OBS
GS0195 88 minus 29 -
GS0195 ***********************************************************************
GS0195 LAPLACE CORR-
GS0195 GEOID HEIGHT- -33.322
GS0195
GS0195 HORZ ORDER - FIRST
GS0195 VERT ORDER - THIRD
GS0195
GS0195.The horizontal coordinates were established by GPS observations
GS0195.and adjusted by the Woolpert Consultants in March 1997.
GS0195
GS0195.The orthometric height was determined by GPS observations.
GS0195
GS0195
GS0195.The geoid height was determined by GEOID93.
GS0195
GS0195; North East Scale Converg.
GS0195;SPC OH N - 148652.460 674039.182 0.99993980 +0 34 41.44 MT
GS0195;SPC OH N - 487703.946 2211410.216 US SURVEY FEET
GS0195
GS0195_STATION MARK IS A SURVEY DISK
GS0195_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0195_THE MARK IS STAMPED: SUMMIT COUNTY GIS 195
GS0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0195+STABILITY: SURFACE MOTION
GS0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0195+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0195
GS0195 HISTORY - Year Condition Recov. By
GS0195 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0195 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0195
GS0195 STATION DESCRIPTION
GS0195
GS0195'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0195'THE STATION IS LOCATED 77.9' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0195'HUDSON RUN ROAD AND 22.0' WEST OF CENTERLINE OF PAVEMENT OF
GS0195'FAIRLAND ROAD. IT IS ALSO 102.2' SOUTHEAST OF A POWER POLE 84.2'
GS0195'SOUTHWEST OF THE POINT OF INTERSECTION OF HUDSON RUN AND FAIRLAND
GS0195'ROADS 61.4' SOUTHWEST OF A POWER POLE AND 4.7' NORTHEAST OF A POWER
GS0195'POLE #118055.
GS0195
|
|
|
|
|
|
|
|
|
|
|
|
2211410.25
|
487703.75
|
0101000020960E0000288FB81B29DF4041D3FC3BC95FC41D41
|
true
|
2011-07-05 10:27:00 -0400
|
false
|
41.00196131666666666667
|
-81.61990338611111111111
|
-81.6199033861111
|
41.0019613166665
|
2211410.2165698
|
487703.946517897
|
674039.182088839
|
148652.460203558
|
433
|
433
|
SUMMIT COUNTY GIS 196
|
GS0196
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
196
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
5.41272
|
N
|
81
|
35
|
34.103
|
W
|
ADJUSTED
|
-33.33
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
148624.985
|
676319.197
|
0.9999398
|
+
|
0
|
35
|
45.5
|
|
MT
|
C
|
|
|
|
302.895
|
993.748
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.7' WEST OF CENTERLINE OF PAVEMENT OF
KREIDER DRIVE AND 30.4' NORTH OF CENTERLINE OF PAVEMENT OF HAROLD
DRIVE. IT IS ALSO 15.2' SOUTHWEST OF A POWER POLE, 37.4' NORTHWEST
OF THE POINT OF INTERSECTION OF KREIDER AND HAROLD DRIVES. KREIDER
RUNS SOUTH OFF OF SNYDER AVENUE AND WEST OF FIFTH STREET.
|
2018-05-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0196 ***********************************************************************
GS0196 DESIGNATION - SUMMIT COUNTY GIS 196
GS0196 PID - GS0196
GS0196 STATE/COUNTY- OH/SUMMIT
GS0196 USGS QUAD - AKRON WEST
GS0196
GS0196 HORZ DATUM - NAD 83(1986)
GS0196 VERT DATUM - NGVD 88
GS0196
GS0196 POSITION - 41 00 05.41272(N) 081 35 34.10300(W) ADJUSTED
GS0196 83 minus 27 -
GS0196
GS0196 HEIGHT - 302.895 (meters) 993.748 (feet) GPS OBS
GS0196 88 minus 29 -
GS0196 ***********************************************************************
GS0196 LAPLACE CORR-
GS0196 GEOID HEIGHT- -33.332
GS0196
GS0196 HORZ ORDER - FIRST
GS0196 VERT ORDER - THIRD
GS0196
GS0196.The horizontal coordinates were established by GPS observations
GS0196.and adjusted by the Woolpert Consultants in March 1997.
GS0196
GS0196.The orthometric height was determined by GPS observations.
GS0196
GS0196
GS0196.The geoid height was determined by GEOID93.
GS0196
GS0196; North East Scale Converg.
GS0196;SPC OH N - 148624.985 676319.197 0.99993980 +0 35 45.53 MT
GS0196;SPC OH N - 487613.805 2218890.565 US SURVEY FEET
GS0196
GS0196_STATION MARK IS A SURVEY DISK
GS0196_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0196_THE MARK IS STAMPED: SUMMIT COUNTY GIS 196
GS0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0196+STABILITY: SURFACE MOTION
GS0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0196+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0196
GS0196 HISTORY - Year Condition Recov. By
GS0196 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0196 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0196
GS0196 STATION DESCRIPTION
GS0196
GS0196'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0196'THE STATION IS LOCATED 22.7' WEST OF CENTERLINE OF PAVEMENT OF
GS0196'KREIDER DRIVEAND 30.4' NORTH OF CENTERLINE OF PAVEMENT OF HAROLD
GS0196'DRIVE. IT IS ALSO 15.2' SOUTHWEST OF A POWER POLE 37.4' NORTHWEST
GS0196'OF THE POINT OF INTERSECTION OF KREIDER AND HAROLD DRIVES. KREIDER
GS0196'RUNS SOUTH OFF OF SNYDER AVENUE AND WEST OF FIFTH STREET.
GS0196
|
|
|
|
|
|
|
|
|
|
|
|
2218891.25
|
487613.625
|
0101000020960E000013DB7A48C5ED4041067FFC37F7C21D41
|
true
|
2011-07-05 10:31:00 -0400
|
false
|
41.00150353333333333333
|
-81.59280638888888888889
|
-81.5928063888889
|
41.0015035333332
|
2218890.56624926
|
487613.804674134
|
676319.197231169
|
148624.984914629
|
434
|
434
|
SUMMIT COUNTY GIS 197
|
GS0197
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
197
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
58.36937
|
N
|
81
|
34
|
20.90481
|
W
|
ADJUSTED
|
-33.33
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
148425.727
|
678031.978
|
0.9999399
|
+
|
0
|
36
|
33.6
|
|
MT
|
C
|
|
|
|
329.603
|
1081.372
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.2' SOUTH OF CENTERLINE OF PAVEMENT
OF
LOCKWOOD ROAD AND .3 MILES WEST OF GREENBAY DRIVE. IT IS ALSO
21.8' WEST OF POWER POLE #279/23 AND 46.2' NORTHWEST OF A 42"
MAPLE TREE ON THE WEST SIDE OF A GRAVEL DRIVE FOR HOUSE #1344
LOCKWOOD ROAD. AT CITY OF BARBERTON CORP LINE.
|
2018-05-09 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0197 ***********************************************************************
GS0197 DESIGNATION - SUMMIT COUNTY GIS 197
GS0197 PID - GS0197
GS0197 STATE/COUNTY- OH/SUMMIT
GS0197 USGS QUAD - CANAL FULTON
GS0197
GS0197 HORZ DATUM - NAD 83(1986)
GS0197 VERT DATUM - NGVD 88
GS0197
GS0197 POSITION - 40 59 58.36937(N) 081 34 20.90481(W) ADJUSTED
GS0197 83 minus 27 -
GS0197
GS0197 HEIGHT - 329.603 (meters) 1081.372 (feet) GPS OBS
GS0197 88 minus 29 -
GS0197 ***********************************************************************
GS0197 LAPLACE CORR-
GS0197 GEOID HEIGHT- -33.337
GS0197
GS0197 HORZ ORDER - FIRST
GS0197 VERT ORDER - THIRD
GS0197
GS0197.The horizontal coordinates were established by GPS observations
GS0197.and adjusted by the Woolpert Consultants in March 1997.
GS0197
GS0197.The orthometric height was determined by GPS observations.
GS0197
GS0197
GS0197.The geoid height was determined by GEOID93.
GS0197
GS0197; North East Scale Converg.
GS0197;SPC OH N - 148425.727 678031.978 0.99993990 +0 36 33.61 MT
GS0197;SPC OH N - 486960.073 2224509.914 US SURVEY FEET
GS0197
GS0197_STATION MARK IS A SURVEY DISK
GS0197_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0197_THE MARK IS STAMPED: SUMMIT COUNTY GIS 197
GS0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0197+STABILITY: SURFACE MOTION
GS0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0197+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0197
GS0197 HISTORY - Year Condition Recov. By
GS0197 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0197 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0197
GS0197 STATION DESCRIPTION
GS0197
GS0197'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0197'THE STATION IS LOCATED 24.2' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0197'LOCKWOOD ROAD AND .3 MILES WEST OF GREENBAY DRIVE. IT IS ALSO
GS0197'21.8' #77267 WEST OF A POWER POLE 46.2' NORTHWEST OF A 42"
GS0197'MAPLE TREE ON THE WEST SIDE OF A GRAVEL DRIVE FOR HOUSE #1344
GS0197'LOCKWOOD ROAD.
GS0197
|
|
|
|
|
|
|
|
|
|
|
|
2224510.5
|
486959.71875
|
0101000020960E0000F137F3F4BEF84041C245124AC0B81D41
|
true
|
2011-01-07 09:47:00 -0500
|
false
|
40.99954704722222222222
|
-81.57247355833333333334
|
-81.5724735583333
|
40.9995470472221
|
2224509.91367244
|
486960.072335329
|
678031.977751315
|
148425.726899248
|
435
|
435
|
SUMMIT COUNTY GIS 198
|
GS0198
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
198
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
37.5672
|
N
|
81
|
33
|
7.86417
|
W
|
ADJUSTED
|
-33.36
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
149653.122
|
679725.673
|
0.9999396
|
+
|
0
|
37
|
21.6
|
|
MT
|
C
|
|
|
|
299.276
|
981.875
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.1' SOUTH OF CENTERLINE OF PAVEMENT OF
ROBINSON AVENUE AND .1 MILES EAST OF MANCHESTER ROAD. IT IS ALSO
.1 MILES WEST OF CORMANY 83.7 WEST OF A POWER POLE #118867, 168.0'
EAST OF A POWER POLE, 2.5' NORTH OF A CARSONITE MARKER, 114'
NORTHWEST OF A POWER POLE #119299 AND 94.5' NORTHWEST OF A 4"
METAL POST. 60 FEET WEST OF A CONCRETE APRON
GOOD FOR GPS.
|
2018-05-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0198 ***********************************************************************
GS0198 DESIGNATION - SUMMIT COUNTY GIS 198
GS0198 PID - GS0198
GS0198 STATE/COUNTY- OH/SUMMIT
GS0198 USGS QUAD - AKRON WEST
GS0198
GS0198 HORZ DATUM - NAD 83(1986)
GS0198 VERT DATUM - NGVD 88
GS0198
GS0198 POSITION - 41 00 37.56720(N) 081 33 07.86417(W) ADJUSTED
GS0198 83 minus 27 -
GS0198
GS0198 HEIGHT - 299.276 (meters) 981.875 (feet) GPS OBS
GS0198 88 minus 29 -
GS0198 ***********************************************************************
GS0198 LAPLACE CORR-
GS0198 GEOID HEIGHT- -33.360
GS0198
GS0198 HORZ ORDER - FIRST
GS0198 VERT ORDER - THIRD
GS0198
GS0198.The horizontal coordinates were established by GPS observations
GS0198.and adjusted by the Woolpert Consultants in March 1997.
GS0198
GS0198.The orthometric height was determined by GPS observations.
GS0198
GS0198
GS0198.The geoid height was determined by GEOID93.
GS0198
GS0198; North East Scale Converg.
GS0198;SPC OH N - 149653.122 679725.673 0.99993960 +0 37 21.60 MT
GS0198;SPC OH N - 490986.951 2230066.645 US SURVEY FEET
GS0198
GS0198_STATION MARK IS A SURVEY DISK
GS0198_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0198_THE MARK IS STAMPED: SUMMIT COUNTY GIS 198
GS0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0198+STABILITY: SURFACE MOTION
GS0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0198+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0198
GS0198 HISTORY - Year Condition Recov. By
GS0198 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0198 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0198
GS0198 STATION DESCRIPTION
GS0198
GS0198'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0198'THE STATION IS LOCATED 27.1' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0198'ROBINSON AVENUE AND .1 MILES EAST OF MANCHESTER ROAD. IT IS ALSO
GS0198'.1 MILES WEST OF CORMANY 83.7 WEST OF A POWER POLE #118867 168.0'
GS0198'EAST OF A POWER POLE 2.5' NORTH OF A CARSONITE MARKER 114'
GS0198'NORTHWEST OF A POWER POLE #119299 AND 94.5' NORTHWEST OF A 4" METAL
GS0198'POST.
GS0198
|
|
|
|
|
|
|
|
|
|
|
|
2230066.5
|
490987.5625
|
0101000020960E000019E76F5299034141907F2CCDABF71D41
|
true
|
2011-01-07 09:47:00 -0500
|
false
|
41.01043533333333333333
|
-81.55218449166666666667
|
-81.5521844916667
|
41.0104353333332
|
2230066.64404
|
490986.95036506
|
679725.672554737
|
149653.121777497
|
436
|
436
|
SUMMIT COUNTY GIS 199
|
GS0199
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
199
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 COSE FIELD CREW GOOD - 2020 COSE FIELD CREW GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
51.42808
|
N
|
81
|
32
|
58.88114
|
W
|
ADJUSTED
|
-33.34
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
148232.261
|
679951.063
|
0.9999399
|
+
|
0
|
37
|
27.5
|
|
MT
|
C
|
|
|
|
298.289
|
978.636
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 74.3' NORTHEAST OF CENTERLINE OF PAVEMENT OF
STATE MILL ROAD AND .15 MILES WEST OF ROOK DRIVE. IT IS ALSO .05
MILES EAST OF ALMA AVENUE, 165.1' NORTHEAST OF POWER POLE #CO-3249,
94.7' NORTHWEST OF A POWER POLE, 128.5' SOUTHWEST OF A WOODEN LIGHT
POLE. BETWEEN LAKE AND THE PARKING LOT.
36.5' NORTH OF END OF GUARD RAIL
GOOD FOR GPS.
|
2020-01-22 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0199 ***********************************************************************
GS0199 DESIGNATION - SUMMIT COUNTY GIS 199
GS0199 PID - GS0199
GS0199 STATE/COUNTY- OH/SUMMIT
GS0199 USGS QUAD - CANAL FULTON
GS0199
GS0199 HORZ DATUM - NAD 83(1986)
GS0199 VERT DATUM - NGVD 88
GS0199
GS0199 POSITION - 40 59 51.42808(N) 081 32 58.88114(W) ADJUSTED
GS0199 83 minus 27 -
GS0199
GS0199 HEIGHT - 298.289 (meters) 978.636 (feet) GPS OBS
GS0199 88 minus 29 -
GS0199 ***********************************************************************
GS0199 LAPLACE CORR-
GS0199 GEOID HEIGHT- -33.343
GS0199
GS0199 HORZ ORDER - FIRST
GS0199 VERT ORDER - THIRD
GS0199
GS0199.The horizontal coordinates were established by GPS observations
GS0199.and adjusted by the Woolpert Consultants in March 1997.
GS0199
GS0199.The orthometric height was determined by GPS observations.
GS0199
GS0199
GS0199.The geoid height was determined by GEOID93.
GS0199
GS0199; North East Scale Converg.
GS0199;SPC OH N - 148232.261 679951.063 0.99993990 +0 37 27.50 MT
GS0199;SPC OH N - 486325.343 2230806.113 US SURVEY FEET
GS0199
GS0199_STATION MARK IS A SURVEY DISK
GS0199_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0199_THE MARK IS STAMPED: SUMMIT COUNTY GIS 199
GS0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0199+STABILITY: SURFACE MOTION
GS0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0199+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0199
GS0199 HISTORY - Year Condition Recov. By
GS0199 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0199 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0199
GS0199 STATION DESCRIPTION
GS0199
GS0199'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0199'THE STATION IS LOCATED 74.3' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0199'STATE MILL ROAD AND .15 MILES WEST OF ROOK DRIVE. IT IS ALSO .05
GS0199'MILES EAST OF ALMA AVENUE 165.1' NORTHEAST OF A POWER POLE 94.7'
GS0199'NORTHWEST OF A POWER POLE 128.5' SOUTHWEST OF A WOODEN LIGHT POLE.
GS0199'BETWEEN LAKE AND THE PARKING LOT
GS0199
|
|
|
|
|
|
|
|
|
|
|
|
2230805.75
|
486325.59375
|
0101000020960E0000CAA97C0E0B054141CD9C0F60D5AE1D41
|
true
|
2013-11-27 02:33:00 -0500
|
false
|
40.99761891111111111111
|
-81.54968920555555555555
|
-81.5496892055556
|
40.997618911111
|
2230806.11317942
|
486325.343809557
|
679951.063199213
|
148232.261257658
|
437
|
437
|
SUMMIT COUNTY GIS 200
|
GS0200
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
200
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE 2018 COSE FIELD CREW GOOD 2020 COSE FIELD CREW GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
0
|
37.9761
|
N
|
81
|
31
|
9.27627
|
W
|
ADJUSTED
|
-33.37
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
149696.37
|
682496.261
|
0.9999396
|
+
|
0
|
38
|
39.5
|
|
MT
|
C
|
|
|
|
318.025
|
1043.387
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 23.2' SOUTH OF CENTERLINE OF PAVEMENT OF
WARNER ROAD AND 31.2' WEST OF CENTERLINE OF PAVEMENT OF BALTON ROAD.
IT IS ALSO 45.5' SOUTH OF A POWER POLE #8 38.2' SOUTHWEST OF THE
POINT OF INTERSECTION OF WARNER AND BALTON ROADS 12.7' SOUTHWEST OF
THE CENTER OF A CATCH BASIN INLET 12.5' NORTH OF A POWER POLE
#106558. GOOD GPS.
|
2020-01-22 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0200 ***********************************************************************
GS0200 DESIGNATION - SUMMIT COUNTY GIS 200
GS0200 PID - GS0200
GS0200 STATE/COUNTY- OH/SUMMIT
GS0200 USGS QUAD - AKRON WEST
GS0200
GS0200 HORZ DATUM - NAD 83(1986)
GS0200 VERT DATUM - NGVD 88
GS0200
GS0200 POSITION - 41 00 37.97610(N) 081 31 09.27627(W) ADJUSTED
GS0200 83 minus 27 -
GS0200
GS0200 HEIGHT - 318.025 (meters) 1043.387 (feet) GPS OBS
GS0200 88 minus 29 -
GS0200 ***********************************************************************
GS0200 LAPLACE CORR-
GS0200 GEOID HEIGHT- -33.370
GS0200
GS0200 HORZ ORDER - FIRST
GS0200 VERT ORDER - THIRD
GS0200
GS0200.The horizontal coordinates were established by GPS observations
GS0200.and adjusted by the Woolpert Consultants in March 1997.
GS0200
GS0200.The orthometric height was determined by GPS observations.
GS0200
GS0200
GS0200.The geoid height was determined by GEOID93.
GS0200
GS0200; North East Scale Converg.
GS0200;SPC OH N - 149696.370 682496.261 0.99993960 +0 38 39.51 MT
GS0200;SPC OH N - 491128.841 2239156.483 US SURVEY FEET
GS0200
GS0200_STATION MARK IS A SURVEY DISK
GS0200_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0200_THE MARK IS STAMPED: SUMMIT COUNTY GIS 200
GS0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0200+STABILITY: SURFACE MOTION
GS0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0200+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0200
GS0200 HISTORY - Year Condition Recov. By
GS0200 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0200 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0200
GS0200 STATION DESCRIPTION
GS0200
GS0200'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0200'THE STATION IS LOCATED 23.2' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0200'WARNER ROAD AND 31.2' WEST OF CENTERLINE OF PAVEMENT OF BALTON ROAD.
GS0200'IT IS ALSO 45.5' SOUTH OF A POWER POLE #8 38.2' SOUTHWEST OF THE
GS0200'POINT OF INTERSECTION OF WARNER AND BALTON ROADS 12.7' SOUTHWEST OF
GS0200'THE CENTER OF A CATCH BASIN INLET 12.5' NORTH OF A POWER POLE
GS0200'#106558.
GS0200
|
|
|
|
|
|
|
|
|
|
|
|
2239157.0
|
491128.375
|
0101000020960E00008B6AD73D5A15414111AA1B5CE3F91D41
|
true
|
2011-01-07 09:50:00 -0500
|
false
|
41.01054891666666666667
|
-81.51924340833333333334
|
-81.5192434083333
|
41.0105489166665
|
2239156.48313648
|
491128.839949281
|
682496.261052521
|
149696.369809263
|
438
|
438
|
SUMMIT COUNTY GIS 201
|
GS0201
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
201
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2003 GOOD SCE
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
49.76113
|
N
|
81
|
29
|
3.18227
|
W
|
ADJUSTED
|
-33.36
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
148242.932
|
685459.67
|
0.9999399
|
+
|
0
|
40
|
2.34
|
|
MT
|
C
|
|
|
|
322.427
|
1057.829
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 26.2' SOUTH OF CENTERLINE OF PAVEMENT OF
KILLIAN ROAD APPROX. 700' WEST OF EDBAR LANE (PRIVATE DRIVE) 77.1'
EAST OF A POWER POLE 142.9' WEST OF A POWER POLE 82' SOUTHEAST OF A
POWER POLE #22/65 AND 141.60' SOUTHWEST OF A POWER POLE #22/66.
IN FRONT OF #1100 KILLIAN ROAD (AKRON HARDWARE).
|
2013-09-16 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0201 ***********************************************************************
GS0201 DESIGNATION - SUMMIT COUNTY GIS 201
GS0201 PID - GS0201
GS0201 STATE/COUNTY- OH/SUMMIT
GS0201 USGS QUAD - NORTH CANTON
GS0201
GS0201 HORZ DATUM - NAD 83(1986)
GS0201 VERT DATUM - NGVD 88
GS0201
GS0201 POSITION - 40 59 49.76113(N) 081 29 03.18227(W) ADJUSTED
GS0201 83 minus 27 -
GS0201
GS0201 HEIGHT - 322.427 (meters) 1057.829 (feet) GPS OBS
GS0201 88 minus 29 -
GS0201 ***********************************************************************
GS0201 LAPLACE CORR-
GS0201 GEOID HEIGHT- -33.365
GS0201
GS0201 HORZ ORDER - FIRST
GS0201 VERT ORDER - THIRD
GS0201
GS0201.The horizontal coordinates were established by GPS observations
GS0201.and adjusted by the Woolpert Consultants in March 1997.
GS0201
GS0201.The orthometric height was determined by GPS observations.
GS0201
GS0201
GS0201.The geoid height was determined by GEOID93.
GS0201
GS0201; North East Scale Converg.
GS0201;SPC OH N - 148242.932 685459.670 0.99993990 +0 40 2.347 MT
GS0201;SPC OH N - 486360.353 2248878.934 US SURVEY FEET
GS0201
GS0201_STATION MARK IS A SURVEY DISK
GS0201_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0201_THE MARK IS STAMPED: SUMMIT COUNTY GIS 201
GS0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0201+STABILITY: SURFACE MOTION
GS0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0201+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0201
GS0201 HISTORY - Year Condition Recov. By
GS0201 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0201 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0201
GS0201 STATION DESCRIPTION
GS0201
GS0201'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0201'THE STATION IS LOCATED 26.2' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0201'KILLIAN ROAD APPROX. 700' WEST OF EDBAR LANE (PRIVATE DRIVE) 77.1'
GS0201'EAST OF A POWER POLE 142.9' WEST OF A POWER POLE 82' SOUTHEAST OF A
GS0201'POWER POLE #22/65 AND 141.60' SOUTHWEST OF A POWER POLE #22/66.
GS0201'IN FRONT OF #1100 KILLIAN ROAD (AKRON HARDWARE).
GS0201
|
|
|
|
|
|
|
|
|
|
|
|
2248879.75
|
486359.75
|
0101000020960E0000D4E2A57757284141A9615E6861AF1D41
|
true
|
2013-09-17 09:54:00 -0400
|
false
|
40.99715586944444444444
|
-81.48421729722222222222
|
-81.4842172972222
|
40.9971558694443
|
2248878.93474994
|
486360.351922537
|
685459.670231122
|
148242.931751836
|
439
|
439
|
SUMMIT COUNTY GIS 202
|
GS0202
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
202
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
47.67504
|
N
|
81
|
26
|
41.93473
|
W
|
ADJUSTED
|
-33.37
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
148217.776
|
688761.239
|
0.9999399
|
+
|
0
|
41
|
35.1
|
|
MT
|
C
|
|
|
|
323.077
|
1059.962
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 19.9' NORTHEAST OF CENTERLINE OF PAVEMENT OF KILLIAN ROAD AND 97.7' SOUTHEAST OF CENTERLINE OF PAVEMENT OF PRESSLER ROAD. IT IS ALSO 99.7' NORTHEAST OF THE POINT OF INTERSECTION OF KILLIAN AND PRESSLER ROADS, 50.3' NORTHWEST OF A POWER POLE #SP-7616. 23 FEET SE OF A TELEPHONE POLE. ACROSS FROM SUBURBAN SAFE STORAGE. 8.1' SW OF THE SW CORNER OF A ELEC. BOX
|
2018-06-28 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0202 ***********************************************************************
GS0202 DESIGNATION - SUMMIT COUNTY GIS 202
GS0202 PID - GS0202
GS0202 STATE/COUNTY- OH/SUMMIT
GS0202 USGS QUAD - NORTH CANTON
GS0202
GS0202 HORZ DATUM - NAD 83(1986)
GS0202 VERT DATUM - NGVD 88
GS0202
GS0202 POSITION - 40 59 47.67504(N) 081 26 41.93473(W) ADJUSTED
GS0202 83 minus 27 -
GS0202
GS0202 HEIGHT - 323.077 (meters) 1059.962 (feet) GPS OBS
GS0202 88 minus 29 -
GS0202 ***********************************************************************
GS0202 LAPLACE CORR-
GS0202 GEOID HEIGHT- -33.379
GS0202
GS0202 HORZ ORDER - FIRST
GS0202 VERT ORDER - THIRD
GS0202
GS0202.The horizontal coordinates were established by GPS observations
GS0202.and adjusted by the Woolpert Consultants in March 1997.
GS0202
GS0202.The orthometric height was determined by GPS observations.
GS0202
GS0202
GS0202.The geoid height was determined by GEOID93.
GS0202
GS0202; North East Scale Converg.
GS0202;SPC OH N - 148217.776 688761.239 0.99993990 +0 41 35.14 MT
GS0202;SPC OH N - 486277.820 2259710.832 US SURVEY FEET
GS0202
GS0202_STATION MARK IS A SURVEY DISK
GS0202_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0202_THE MARK IS STAMPED: SUMMIT COUNTY GIS 202
GS0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0202+STABILITY: SURFACE MOTION
GS0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0202+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0202
GS0202 HISTORY - Year Condition Recov. By
GS0202 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0202 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0202
GS0202 STATION DESCRIPTION
GS0202
GS0202'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0202'THE STATION IS LOCATED 19.9' NORTHEAST OF CENTERLINE OF PAVEMENT
GS0202'OF KILLIAN ROAD AND 97.7' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
GS0202'PRESSLER ROAD. IT IS ALSO 99.7' NORTHEAST OF THE POINT OF
GS0202'INTERSECTION OF KILLIAN AND PRESSLER ROADS 50.3' NORTHWEST OF A
GS0202'POWER POLE.#SP-7616. ACROSS FROM SUBURBAN SAFE STORAGE.
GS0202
|
|
|
|
|
|
|
|
|
|
|
|
2259710.0
|
486278.46875
|
0101000020960E0000C96DA06A7F3D41415E96E64817AE1D41
|
true
|
2012-10-11 10:25:00 -0400
|
false
|
40.9965764
|
-81.44498186944444444444
|
-81.4449818694444
|
40.9965763999998
|
2259710.8330209
|
486277.821192121
|
688761.239427248
|
148217.776334894
|
440
|
440
|
SUMMIT COUNTY GIS 203
|
GS0203
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
203
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2003 NOT RECOVERED SCEHISTORY - 2012 GOOD SCE HISTORY 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
47.2095
|
N
|
81
|
25
|
44.08887
|
W
|
ADJUSTED
|
-33.38
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
148219.895
|
690113.213
|
0.9999399
|
+
|
0
|
42
|
13.1
|
|
MT
|
C
|
|
|
|
329.192
|
1080.024
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.7' SOUTH OF CENTERLINE OF PAVEMENT OF KILLIAN ROAD AND 373.0' WEST OF WATERBURY DRIVE IN FRONT OF HSE 2650. IT IS ALSO 96.6' SOUTHEAST OF A POWER POLE, 82.3' WEST OF A POWER POLE NUMBER SP-7491, AND 118.0' EAST OF A POWER POLE. 51.5' WEST OF A LARGE CONC CB LID
|
2018-06-28 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0203 ***********************************************************************
GS0203 DESIGNATION - SUMMIT COUNTY GIS 203
GS0203 PID - GS0203
GS0203 STATE/COUNTY- OH/SUMMIT
GS0203 USGS QUAD - NORTH CANTON
GS0203
GS0203 HORZ DATUM - NAD 83(1986)
GS0203 VERT DATUM - NGVD 88
GS0203
GS0203 POSITION - 40 59 47.20950(N) 081 25 44.08887(W) ADJUSTED
GS0203 83 minus 27 -
GS0203
GS0203 HEIGHT - 329.192 (meters) 1080.024 (feet) GPS OBS
GS0203 88 minus 29 -
GS0203 ***********************************************************************
GS0203 LAPLACE CORR-
GS0203 GEOID HEIGHT- -33.386
GS0203
GS0203 HORZ ORDER - FIRST
GS0203 VERT ORDER - THIRD
GS0203
GS0203.The horizontal coordinates were established by GPS observations
GS0203.and adjusted by the Woolpert Consultants in March 1997.
GS0203
GS0203.The orthometric height was determined by GPS observations.
GS0203
GS0203
GS0203.The geoid height was determined by GEOID93.
GS0203
GS0203; North East Scale Converg.
GS0203;SPC OH N - 148219.895 690113.213 0.99993990 +0 42 13.14 MT
GS0203;SPC OH N - 486284.772 2264146.433 US SURVEY FEET
GS0203
GS0203_STATION MARK IS A SURVEY DISK
GS0203_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0203_THE MARK IS STAMPED: SUMMIT COUNTY GIS 203
GS0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0203+STABILITY: SURFACE MOTION
GS0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0203+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0203
GS0203 HISTORY - Year Condition Recov. By
GS0203 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0203 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
GS0203
GS0203 STATION DESCRIPTION
GS0203
GS0203'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0203'THE STATION IS LOCATED 24.7' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0203'KILLIAN ROAD AND 373.0' WEST OF MANOR ROAD. IT IS ALSO 96.6'
GS0203'SOUTHEAST OF A POWER POLE 82.3' WEST OF A POWER POLE AND 118.0'
GS0203'EAST OF A POWER POLE
GS0203
|
|
|
|
|
|
|
|
|
|
|
|
2264145.5
|
486285.28125
|
0101000020960E0000BDF26A372946414172BA641633AE1D41
|
true
|
2012-08-09 07:24:00 -0400
|
false
|
40.99644708333333333333
|
-81.428913575
|
-81.428913575
|
40.9964470833332
|
2264146.4329513
|
486284.771868623
|
690113.212989982
|
148219.894905329
|
441
|
441
|
46 RHP 1956 RESET 1965
|
CE1037
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
46 RHP 1956 RESET 1965
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2003 - GOOD COSE SURVEY FIELD CREWHISTORY - 2012 - GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
40
|
57
|
46.01
|
N
|
81
|
33
|
57.83
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1083.56
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS FR-29
THE STATION IS LOCATED AT JUNCTION OF JOHNS ROAD
AND S.R. 93 AT THE SIDE ENTRANCE TO MANCHESTER
TOOL AND WARNER AND SWAY COMPANY 2.5' SOUTH
OF BUILDING 0.8' HIGHER THAN SIDEWALK IN CONCRETE
RETAINING WALL AROUND SIDEWALK.
SUITABLE FOR GPS.
|
2022-01-21 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1037 *********************************************************************
CE1037 DESIGNATION - 46 RHP 1956 RESET 1965
CE1037 PID - CE1037
CE1037 STATE/COUNTY- OH/SUMMIT
CE1037
CE1037 HORZ DATUM - NAD 83(1986)
CE1037 VERT DATUM - NGVD 29
CE1037
CE1037 POSITION - 40 57 46.01 (N) 081 33 57.83 (W) SCALED
CE1037 83 MINUS 27 -
CE1037
CE1037 HEIGHT - (meters) 1083.56 (feet) ADJUST
CE1037 88 MINUS 29 -
CE1037 *********************************************************************
CE1037
CE1037 VERT ORDER - THIRD
CE1037
CE1037 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1037 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1037 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1037
CE1037_STATION MARK IS A SURVEY DISK
CE1037_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1037_THE MARK IS STAMPED: 46 RHP 1956 RESET 1965
CE1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1037+STABILITY: SURFACE MOTION
CE1037_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1037+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1037
CE1037 HISTORY - Year Condition Recov. By
CE1037 HISTORY - 1996 - GOOD COSE
CE1037 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1037 STATION DESCRIPTION
CE1037
CE1037 DESCRIBED BY COSE ALSO KNOWN AS FR-29
CE1037 THE STATION IS LOCATED AT JUNCTION OF JOHNS ROAD
CE1037 AND S.R. 93 AT THE SIDE ENTRANCE TO MANCHESTER
CE1037 TOOL AND WARNER AND SWAY COMPANY 2.5' SOUTH
CE1037 OF BUILDING 0.8' HIGHER THAN SIDEWALK IN CONCRETE
CE1037 RETAINING WALL AROUND SIDEWALK.
CE1037
|
|
|
|
|
|
|
|
|
|
|
|
2226486.0
|
473583.8125
|
0101000020960E000031203D387BFC4041175661DDC2E71C41
|
true
|
2012-10-15 10:22:00 -0400
|
false
|
40.96278055555555555556
|
-81.56606388888888888889
|
-81.5660638888889
|
40.9627805555554
|
2226422.43936541
|
473584.716191621
|
678614.916748411
|
144348.910193011
|
442
|
442
|
50 RHP 1956 1013
|
CE1040
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
Disk in Concrete
|
50 RHP 1956 1013
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2002 - GOOD COSEHISTORY - 2012 GOOD COSE 2021 GOOD COSE
|
NAD 83(1986)
|
|
false
|
40
|
55
|
19.37
|
N
|
81
|
31
|
35.63
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1013.22
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS GR-1
THE STATION IS LOCATED 56.0' SOUTH AND 35.0' WEST OF JUNCTION OF COMET AND STONER ROADS, 2.0' NORTHEAST OF THE NORTHEAST CORNER OF COMET CHURCH OF GOD IN CONCRETE POST.
NOW A PRIVATE RESIDENCE. OWNER WILL NOT GRANT PERMISSION TO USE MONUMENT.
|
2021-05-27 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1040 *********************************************************************
CE1040 DESIGNATION - 50 RHP 1956 1013
CE1040 PID - CE1040
CE1040 STATE/COUNTY- OH/SUMMIT
CE1040
CE1040 HORZ DATUM - NAD 83(1986)
CE1040 VERT DATUM - NGVD 29
CE1040
CE1040 POSITION - 40 55 19.37 (N) 081 31 35.63 (W) SCALED
CE1040 83 MINUS 27 -
CE1040
CE1040 HEIGHT - (meters) 1013.22 (feet) ADJUST
CE1040 88 MINUS 29 -
CE1040 *********************************************************************
CE1040
CE1040 VERT ORDER - THIRD
CE1040
CE1040 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1040 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1040 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1040
CE1040_STATION MARK IS A SURVEY DISK
CE1040_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1040_THE MARK IS STAMPED: 50 RHP 1956 1013
CE1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1040+STABILITY: SURFACE MOTION
CE1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1040+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1040
CE1040 HISTORY - Year Condition Recov. By
CE1040 HISTORY - 1996 - GOOD COSE
CE1040 STATION DESCRIPTION
CE1040
CE1040 DESCRIBED BY COSE ALSO KNOWN AS GR-1
CE1040 THE STATION IS LOCATED 56.0' SOUTH AND 35.0' WEST OF
CE1040 JUNCTION OF COMET AND STONER ROADS 2.0' NORTHEAST
CE1040 OF THE NORTHEAST CORNER OF COMET CHURCH OF GOD IN
CE1040 CONCRETE POST.
CE1040
|
|
|
|
|
|
|
|
|
|
|
|
2237494.0
|
458880.0
|
0101000020960E000070225D1D1C124141BD90FC1BC3011C41
|
true
|
2012-10-10 06:51:00 -0400
|
false
|
40.92204722222222222223
|
-81.52656388888888888889
|
-81.5265638888889
|
40.9220472222221
|
2237496.22940474
|
458864.777330648
|
681990.214702994
|
139862.263854892
|
443
|
443
|
GR 3
|
CE1042
|
OH
|
Summit
|
|
|
|
Chiseled Square in HeadWall
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 GOOD COSEHISTORY - 2000 POOR COSEHISTORY - 2004 UNABLE TO LOCATE SCEHISTORY - 2013 UNABLE TO LOCATE SCE HISTORY 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
40
|
56
|
8.8
|
N
|
81
|
30
|
57.14
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1002.65
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG CHRISTMAN ROAD, 0.8 MILES NORTH OF COMET ROAD ON SOUTH END OF WEST CONCRETE HEADWALL OF CULVERT.
RECOVERY NOTE 2013 SCE- NO DISCERNABLE MARKS ON THIS HEADWALL
|
2015-09-16 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1042 *********************************************************************
CE1042 DESIGNATION - GR 3
CE1042 PID - CE1042
CE1042 STATE/COUNTY- OH/SUMMIT
CE1042
CE1042 HORZ DATUM - NAD 83(1986)
CE1042 VERT DATUM - NGVD 29
CE1042
CE1042 POSITION - 40 56 08.80 (N) 081 30 57.14 (W) SCALED
CE1042 83 MINUS 27 -
CE1042
CE1042 HEIGHT - (meters) 1002.65 (feet) ADJUST
CE1042 88 MINUS 29 -
CE1042 *********************************************************************
CE1042
CE1042 VERT ORDER - THIRD
CE1042
CE1042 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1042 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1042 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1042
CE1042_STATION MARK IS A CHISELED SQUARE
CE1042_WITH SETTING: SET IN TOP OF CONCRETEHEADWALL OF A CULVERT
CE1042_THE MARK IS STAMPED: NO STAMP
CE1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1042+STABILITY: SURFACE MOTION
CE1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1042+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1042
CE1042 HISTORY - Year Condition Recov. By
CE1042 HISTORY - 1996 - GOOD COSE
CE1042 STATION DESCRIPTION
CE1042
CE1042 DESCRIBED BY COSE
CE1042 THE STATION IS LOCATED ALONG CHRISTMAN ROAD 0.8
CE1042 MILES NORTH OF COMET ROAD ON SOUTH END OF WEST
CE1042 CONCRETE HEADWALL OF CULVERT.
CE1042
|
|
|
|
|
|
|
|
|
|
|
|
2240406.5
|
463818.78125
|
0101000020960E0000E29C8914C5174141D5B944EF6F501C41
|
true
|
2013-11-27 05:08:00 -0500
|
false
|
40.93577777777777777777
|
-81.51587222222222222222
|
-81.5158722222222
|
40.9357777777776
|
2240394.16044961
|
463899.983660606
|
682873.505852053
|
141396.997813731
|
444
|
444
|
SUMMIT COUNTY GIS 204
|
GS0204
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
204
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
52.28086
|
N
|
81
|
24
|
33.43334
|
W
|
ADJUSTED
|
-33.39
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
148396.781
|
691762.401
|
0.9999399
|
+
|
0
|
42
|
59.5
|
|
MT
|
C
|
|
|
|
347.543
|
1140.231
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON ANGLE TERRE AT A 90 DEGREE BEND. 1 MILE
WEST OF CRYSTAL, 17.7' SOUTH OF CENTERLINE OF PAVEMENT OF THE EAST/
WEST LEG OF ANGLE TERRE, 38.7' EAST OF CENTERLINE OF PAVEMENT OF THE
NORTH/SOUTH LEG OF ANGLE TERRE, 59.3' SOUTHEAST OF A POWER POLE,
74.9' SOUTHWEST OF A POWER POLE. IN FRONT OF HSE#3168
|
2019-08-21 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0204 ***********************************************************************
GS0204 DESIGNATION - SUMMIT COUNTY GIS 204
GS0204 PID - GS0204
GS0204 STATE/COUNTY- OH/SUMMIT
GS0204 USGS QUAD - NORTH CANTON
GS0204
GS0204 HORZ DATUM - NAD 83(1986)
GS0204 VERT DATUM - NGVD 88
GS0204
GS0204 POSITION - 40 59 52.28086(N) 081 24 33.43334(W) ADJUSTED
GS0204 83 minus 27 -
GS0204
GS0204 HEIGHT - 347.543 (meters) 1140.231 (feet) GPS OBS
GS0204 88 minus 29 -
GS0204 ***********************************************************************
GS0204 LAPLACE CORR-
GS0204 GEOID HEIGHT- -33.395
GS0204
GS0204 HORZ ORDER - FIRST
GS0204 VERT ORDER - THIRD
GS0204
GS0204.The horizontal coordinates were established by GPS observations
GS0204.and adjusted by the Woolpert Consultants in March 1997.
GS0204
GS0204.The orthometric height was determined by GPS observations.
GS0204
GS0204
GS0204.The geoid height was determined by GEOID93.
GS0204
GS0204; North East Scale Converg.
GS0204;SPC OH N - 148396.781 691762.401 0.99993990 +0 42 59.55 MT
GS0204;SPC OH N - 486865.106 2269557.144 US SURVEY FEET
GS0204
GS0204_STATION MARK IS A SURVEY DISK
GS0204_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0204_THE MARK IS STAMPED: SUMMIT COUNTY GIS 204
GS0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0204+STABILITY: SURFACE MOTION
GS0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0204+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0204
GS0204 HISTORY - Year Condition Recov. By
GS0204 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0204 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0204
GS0204 STATION DESCRIPTION
GS0204
GS0204'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0204'THE STATION IS LOCATED ON ANGLE TERRE AT A 90 DEGREE BEND .1 MILE
GS0204'WEST OF CRYSTAL 17.7' SOUTH OF CENTERLINE OF PAVEMENT OF THE EAST/
GS0204'WEST LEG OF ANGLE TERRE 38.7' EAST OF CENTERLINE OF PAVEMENT OF THE
GS0204'NORTH/SOUTH LEG OF ANGLE TERRE 59.3' SOUTHEAST OF A POWER POLE
GS0204'74.9' SOUTHWEST OF A POWER POLE.
GS0204
|
|
|
|
|
|
|
|
|
|
|
|
2269557.25
|
486865.21875
|
0101000020960E0000F94EA792BA5041410809FD6A44B71D41
|
true
|
2012-07-24 10:29:00 -0400
|
false
|
40.99785579444444444444
|
-81.40928703888888888889
|
-81.4092870388889
|
40.9978557944443
|
2269557.14573085
|
486865.104480878
|
691762.401543566
|
148396.780639316
|
445
|
445
|
SUMMIT COUNTY GIS 205
|
GS0205
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
205
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2012 GOOD COSE FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
19.10786
|
N
|
81
|
41
|
15.65592
|
W
|
ADJUSTED
|
-33.27
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
147118.025
|
668351.157
|
0.9999401
|
+
|
0
|
32
|
1.14
|
|
MT
|
C
|
|
|
|
362.849
|
1190.447
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 23.9' NORTH OF CENTERLINE OF PAVEMENT OF
EASTERN ROAD AND 225.1' WEST OF CENTERLINE OF PAVEMENT OF MEDINA
LINE ROAD. IT IS ALSO 56.0' NORTHEAST OF A POWER POLE #CH1462 AND
104' NORTHEAST OF THE NORTHEAST CORNER OF THE SUMMERS HEADSTONE IN
THE CEMETARY.
|
2018-05-18 00:00:00 -0400
|
COSE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0205 ***********************************************************************
GS0205 DESIGNATION - SUMMIT COUNTY GIS 205
GS0205 PID - GS0205
GS0205 STATE/COUNTY- OH/SUMMIT
GS0205 USGS QUAD - DOYLESTOWN
GS0205
GS0205 HORZ DATUM - NAD 83(1986)
GS0205 VERT DATUM - NGVD 88
GS0205
GS0205 POSITION - 40 59 19.10786(N) 081 41 15.65592(W) ADJUSTED
GS0205 83 minus 27 -
GS0205
GS0205 HEIGHT - 362.849 (meters) 1190.447 (feet) GPS OBS
GS0205 88 minus 29 -
GS0205 ***********************************************************************
GS0205 LAPLACE CORR-
GS0205 GEOID HEIGHT- -33.279
GS0205
GS0205 HORZ ORDER - FIRST
GS0205 VERT ORDER - THIRD
GS0205
GS0205.The horizontal coordinates were established by GPS observations
GS0205.and adjusted by the Woolpert Consultants in March 1997.
GS0205
GS0205.The orthometric height was determined by GPS observations.
GS0205
GS0205
GS0205.The geoid height was determined by GEOID93.
GS0205
GS0205; North East Scale Converg.
GS0205;SPC OH N - 147118.025 668351.157 0.99994010 +0 32 1.148 MT
GS0205;SPC OH N - 482669.720 2192748.754 US SURVEY FEET
GS0205
GS0205_STATION MARK IS A SURVEY DISK
GS0205_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0205_THE MARK IS STAMPED: SUMMIT COUNTY GIS 205
GS0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0205+STABILITY: SURFACE MOTION
GS0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0205+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0205
GS0205 HISTORY - Year Condition Recov. By
GS0205 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0205
GS0205 STATION DESCRIPTION
GS0205
GS0205'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0205'THE STATION IS LOCATED 23.9' NORTH OF CENTERLINE OF PAVEMENT OF
GS0205'EASTERN ROAD AND 225.1' WEST OF CENTERLINE OF PAVEMENT OF MEDINA
GS0205'LINE ROAD. IT IS ALSO 56.0' NORTH OF A POWER POLE #CH1462 AND
GS0205'104' NORTHEAST OF THE NORTHEAST CORNER OF THE SUMMERS HEADSTONE IN
GS0205'THE CEMETARY.
GS0205
|
|
|
|
|
|
|
|
|
|
|
|
2192748.5
|
482669.28125
|
0101000020960E0000AF0A7160B6BA4041C918E5E2B6751D41
|
true
|
2012-10-10 06:57:00 -0400
|
false
|
40.98864107222222222222
|
-81.6876822
|
-81.6876822
|
40.9886410722221
|
2192748.75344976
|
482669.72157706
|
668351.1567538
|
147118.025372721
|
446
|
446
|
SUMMIT COUNTY GIS 206
|
GS0206
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
206
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2013 NOT RECOVERED SCE SURVEY CREW HISTORY 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
19.12754
|
N
|
81
|
40
|
0.2674
|
W
|
ADJUSTED
|
-33.28
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
147135.256
|
670113.166
|
0.9999401
|
+
|
0
|
32
|
50.6
|
|
MT
|
C
|
|
|
|
359.509
|
1179.489
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.5' NORTH OF CENTERLINE OF PAVEMENT OF
EASTERN ROAD AND .15 MILES WEST OF U.S. 21. IT IS DIRECTLY NORTH
OF CENTERLINE OF PAVEMENT OF HAMETOWN ROAD AT THE POINT OF
INTERSECTION WITH EASTERN ROAD 27.0' SOUTHWEST OF A POWER POLE
15.9' SOUTHWEST OF A POWER POLE AND 45.0' SOUTH OF THE SOUTHWEST
PRINTED ON IT
THE STATION IS LOCATED 24.5' NORTH OF CENTERLINE OF PAVEMENT OF
EASTERN ROAD AND .15 MILES WEST OF U.S. 21. IT IS DIRECTLY NORTH
OF CENTERLINE OF PAVEMENT OF HAMETWON ROAD AT THE POINT OF
INTERSECTION WITH EASTERN ROAD 27.0' SOUTHWEST OF A POWER POLE
15.9' SOUTHWEST OF A POER POLE AND 45.0' SOUTH OF THE SOUTHWEST
CORNER OF A CONCRETE SLAB THE THE COMPANY NAME ISOLAB INC.
PRINTED ON IT.
HISTORY - 2013 NOT RECOVERED SCE SURVEY CREW
|
2015-09-02 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0206 ***********************************************************************
GS0206 DESIGNATION - SUMMIT COUNTY GIS 206
GS0206 PID - GS0206
GS0206 STATE/COUNTY- OH/SUMMIT
GS0206 USGS QUAD - DOYLESTOWN
GS0206
GS0206 HORZ DATUM - NAD 83(1986)
GS0206 VERT DATUM - NGVD 88
GS0206
GS0206 POSITION - 40 59 19.12754(N) 081 40 00.26740(W) ADJUSTED
GS0206 83 minus 27 -
GS0206
GS0206 HEIGHT - 359.509 (meters) 1179.489 (feet) GPS OBS
GS0206 88 minus 29 -
GS0206 ***********************************************************************
GS0206 LAPLACE CORR-
GS0206 GEOID HEIGHT- -33.285
GS0206
GS0206 HORZ ORDER - FIRST
GS0206 VERT ORDER - THIRD
GS0206
GS0206.The horizontal coordinates were established by GPS observations
GS0206.and adjusted by the Woolpert Consultants in March 1997.
GS0206
GS0206.The orthometric height was determined by GPS observations.
GS0206
GS0206
GS0206.The geoid height was determined by GEOID93.
GS0206
GS0206; North East Scale Converg.
GS0206;SPC OH N - 147135.256 670113.166 0.99994010 +0 32 50.67 MT
GS0206;SPC OH N - 482726.252 2198529.612 US SURVEY FEET
GS0206
GS0206_STATION MARK IS A SURVEY DISK
GS0206_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0206_THE MARK IS STAMPED: SUMMIT COUNTY GIS 206
GS0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0206+STABILITY: SURFACE MOTION
GS0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0206+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0206
GS0206 HISTORY - Year Condition Recov. By
GS0206 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0206
GS0206 STATION DESCRIPTION
GS0206
GS0206'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0206'THE STATION IS LOCATED 24.5' NORTH OF CENTERLINE OF PAVEMENT OF
GS0206'EASTERN ROAD AND .15 MILES WEST OF U.S. 21. IT IS DIRECTLY NORTH
GS0206'OF CENTERLINE OF PAVEMENT OF HAMETOWN ROAD AT THE POINT OF
GS0206'INTERSECTION WITH EASTERN ROAD 27.0' SOUTHWEST OF A POWER POLE
GS0206'15.9' SOUTHWEST OF A POWER POLE AND 45.0' SOUTH OF THE SOUTHWEST
GS0206'PRINTED ON IT
GS0206'THE STATION IS LOCATED 24.5' NORTH OF CENTERLINE OF PAVEMENT OF
GS0206'EASTERN ROAD AND .15 MILES WEST OF U.S. 21. IT IS DIRECTLY NORTH
GS0206'OF CENTERLINE OF PAVEMENT OF HAMETWON ROAD AT THE POINT OF
GS0206'INTERSECTION WITH EASTERN ROAD 27.0' SOUTHWEST OF A POWER POLE
GS0206'15.9' SOUTHWEST OF A POER POLE AND 45.0' SOUTH OF THE SOUTHWEST
GS0206'CORNER OF A CONCRETE SLAB THE THE COMPANY NAME ISOLAB INC.
GS0206'PRINTED ON IT.
GS0206
|
|
|
|
|
|
|
|
|
|
|
|
2198529.75
|
482726.59375
|
0101000020960E00002D1B46CE00C640417C0CDF0199761D41
|
true
|
2013-11-27 05:20:00 -0500
|
false
|
40.98864653888888888889
|
-81.666740944444444444447778
|
-81.6667409444444
|
40.9886465388887
|
2198529.61151447
|
482726.251827426
|
670113.165815942
|
147135.255827494
|
447
|
447
|
SUMMIT COUNTY GIS 207
|
GS0207
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
DISK IN CONC
|
207
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD COSEHISTORY - 2005 GOOD COSEHISTORY - 2011 GOOD COSE - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
10.60294
|
N
|
81
|
38
|
51.34564
|
W
|
ADJUSTED
|
-33.28
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
146887.883
|
671726.603
|
0.9999402
|
+
|
0
|
33
|
35.9
|
|
MT
|
C
|
|
|
|
342.207
|
1122.724
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 19.5' EAST OF CENTERLINE OF PAVEMENT OF TAYLOR ROAD AND .15 MILES SOUTH OF CENTERLINE OF PAVEMENT OF EASTERN ROAD. IT IS ALSO 17.6'
SOUTH OF A POWER POLE #604/9, 82.5' NORTHEAST OF A GAS MARKER, 22.5' NORTHEAST OF A GAS MARKER AND 193.2' NORTH OF A POWER POLE.
GOOD FOR GPS.
|
2018-04-10 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0207 ***********************************************************************
GS0207 DESIGNATION - SUMMIT COUNTY GIS 207
GS0207 PID - GS0207
GS0207 STATE/COUNTY- OH/SUMMIT
GS0207 USGS QUAD - DOYLESTOWN
GS0207
GS0207 HORZ DATUM - NAD 83(1986)
GS0207 VERT DATUM - NGVD 88
GS0207
GS0207 POSITION - 40 59 10.60294(N) 081 38 51.34564(W) ADJUSTED
GS0207 83 minus 27 -
GS0207
GS0207 HEIGHT - 342.207 (meters) 1122.724 (feet) GPS OBS
GS0207 88 minus 29 -
GS0207 ***********************************************************************
GS0207 LAPLACE CORR-
GS0207 GEOID HEIGHT- -33.287
GS0207
GS0207 HORZ ORDER - FIRST
GS0207 VERT ORDER - THIRD
GS0207
GS0207.The horizontal coordinates were established by GPS observations
GS0207.and adjusted by the Woolpert Consultants in March 1997.
GS0207
GS0207.The orthometric height was determined by GPS observations.
GS0207
GS0207
GS0207.The geoid height was determined by GEOID93.
GS0207
GS0207; North East Scale Converg.
GS0207;SPC OH N - 146887.883 671726.603 0.99994020 +0 33 35.95 MT
GS0207;SPC OH N - 481914.663 2203823.030 US SURVEY FEET
GS0207
GS0207_STATION MARK IS A SURVEY DISK
GS0207_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0207_THE MARK IS STAMPED: SUMMIT COUNTY GIS 207
GS0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0207+STABILITY: SURFACE MOTION
GS0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0207+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0207
GS0207 HISTORY - Year Condition Recov. By
GS0207 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0207 HISTORY - 2000 GOOD COSE
GS0207
GS0207 STATION DESCRIPTION
GS0207
GS0207'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0207'THE STATION IS LOCATED 19.5' EAST OF CENTERLINE OF PAVEMENT OF
GS0207'TAYLOR ROAD AND .15 MILES SOUTH OF CENTERLINE OF PAVEMENT OF
GS0207'EASTERN ROAD. IT IS ALSO 17.6' SOUTH OF A POWER POLE #604/9 82.5'
GS0207'NORTHEAST OF A GAS MARKER 22.5' NORTHEAST OF A GAS MARKER AND
GS0207'193.2' NORTH OF A POWER POLE.
GS0207
|
|
|
|
|
|
|
|
|
|
|
|
2203822.5
|
481914.625
|
0101000020960E000051A6CD8357D04041FCB064A6EA691D41
|
true
|
2011-01-31 03:44:00 -0500
|
false
|
40.98627859444444444444
|
-81.64759601111111111111
|
-81.6475960111111
|
40.9862785944443
|
2203823.02971343
|
481914.662493482
|
671726.602909859
|
146887.882903762
|
448
|
448
|
SUMMIT COUNTY GIS 208
|
GS0208
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
208
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2005 GOOD COSEHISTORY - 2006 GOOD COSEHISTORY - 2011 GOOD COSEHISTORY 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
17.90559
|
N
|
81
|
37
|
14.5123
|
W
|
ADJUSTED
|
-33.3
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
147135.602
|
673987.635
|
0.9999401
|
+
|
0
|
34
|
39.5
|
|
MT
|
C
|
|
|
|
343.352
|
1126.481
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 41.8' WEST OF CENTERLINE OF PAVEMENT OF FAIRLAND ROAD AND 113.9' SOUTH OF CENTERLINE OF PAVEMENT OF EASTERN ROAD. IT IS ALSO 42.4' SOUTHEAST OF POWER POLE #FS-1599, 122.5' NORTHEAST OF POWER POLE #962/2 AND 127.1' SOUTHWEST OF THE POINT OF INTERSECTION OF FAIRLAND AND EASTERN ROADS.GOOD FOR GPS
|
2018-04-11 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0208 ***********************************************************************
GS0208 DESIGNATION - SUMMIT COUNTY GIS 208
GS0208 PID - GS0208
GS0208 STATE/COUNTY- OH/SUMMIT
GS0208 USGS QUAD - CANAL FULTON
GS0208
GS0208 HORZ DATUM - NAD 83(1986)
GS0208 VERT DATUM - NGVD 88
GS0208
GS0208 POSITION - 40 59 17.90559(N) 081 37 14.51230(W) ADJUSTED
GS0208 83 minus 27 -
GS0208
GS0208 HEIGHT - 343.352 (meters) 1126.481 (feet) GPS OBS
GS0208 88 minus 29 -
GS0208 ***********************************************************************
GS0208 LAPLACE CORR-
GS0208 GEOID HEIGHT- -33.302
GS0208
GS0208 HORZ ORDER - FIRST
GS0208 VERT ORDER - THIRD
GS0208
GS0208.The horizontal coordinates were established by GPS observations
GS0208.and adjusted by the Woolpert Consultants in March 1997.
GS0208
GS0208.The orthometric height was determined by GPS observations.
GS0208
GS0208
GS0208.The geoid height was determined by GEOID93.
GS0208
GS0208; North East Scale Converg.
GS0208;SPC OH N - 147135.602 673987.635 0.99994010 +0 34 39.56 MT
GS0208;SPC OH N - 482727.388 2211241.099 US SURVEY FEET
GS0208
GS0208_STATION MARK IS A SURVEY DISK
GS0208_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0208_THE MARK IS STAMPED: SUMMIT COUNTY GIS 208
GS0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0208+STABILITY: SURFACE MOTION
GS0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0208+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0208
GS0208 HISTORY - Year Condition Recov. By
GS0208 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0208 HISTORY - 2000 GOOD COSE
GS0208
GS0208 STATION DESCRIPTION
GS0208
GS0208'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0208'THE STATION IS LOCATED 41.8' WEST OF CENTERLINE OF PAVEMENT OF
GS0208'FAIRLAND ROAD AND 113.9' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0208'EASTERN ROAD. IT IS ALSO 42.4' SOUTHEAST OF A POWER POLE 122.5'
GS0208'NORTHEAST OF A POWER POLE AND 127.1' SOUTHWEST OF THE POINT OF
GS0208'INTERSECTION OF FAIRLAND ROADS.
GS0208
|
|
|
|
|
|
|
|
|
|
|
|
2211241.25
|
482727.6875
|
0101000020960E0000550DA98CD4DE4041076DCA8D9D761D41
|
true
|
2011-01-31 03:45:00 -0500
|
false
|
40.98830710833333333333
|
-81.62069786111111111111
|
-81.6206978611111
|
40.9883071083332
|
2211241.09890906
|
482727.388467506
|
673987.634922751
|
147135.602276082
|
449
|
449
|
SUMMIT COUNTY GIS 209
|
GS0209
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
209
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2005 GOOD COSEHISTORY - 2006 GOOD COSEHISTORY - 2011 GOOD COSEHISTORY 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
18.07435
|
N
|
81
|
36
|
3.06541
|
W
|
ADJUSTED
|
-33.31
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
147157.834
|
675657.467
|
0.9999401
|
+
|
0
|
35
|
26.5
|
|
MT
|
C
|
|
|
|
292.676
|
960.221
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 25.0' WEST OF CENTERLINE OF PAVEMENT OF VAN BUREN ROAD AND 87.8' SOUTH OF CENTERLINE OF PAVEMENT OF EASTERN ROAD. IT IS ALSO 73.9' SOUTHWEST OF POWER POLE #FS-1803 AND 90.7' SOUTHWEST OF THE POINT OF INTERSECTION OF VAN BUREN AND EASTERN ROADS, 36' EAST OF A WIRE FENCE AND 20.5' NORTHEAST OF A 3" METAL BREATHER STACK THAT IS 4' HIGH.
GOOD FOR GPS.
|
2018-04-11 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0209 ***********************************************************************
GS0209 DESIGNATION - SUMMIT COUNTY GIS 209
GS0209 PID - GS0209
GS0209 STATE/COUNTY- OH/SUMMIT
GS0209 USGS QUAD - CANAL FULTON
GS0209
GS0209 HORZ DATUM - NAD 83(1986)
GS0209 VERT DATUM - NGVD 88
GS0209
GS0209 POSITION - 40 59 18.07435(N) 081 36 03.06541(W) ADJUSTED
GS0209 83 minus 27 -
GS0209
GS0209 HEIGHT - 292.676 (meters) 960.221 (feet) GPS OBS
GS0209 88 minus 29 -
GS0209 ***********************************************************************
GS0209 LAPLACE CORR-
GS0209 GEOID HEIGHT- -33.310
GS0209
GS0209 HORZ ORDER - FIRST
GS0209 VERT ORDER - THIRD
GS0209
GS0209.The horizontal coordinates were established by GPS observations
GS0209.and adjusted by the Woolpert Consultants in March 1997.
GS0209
GS0209.The orthometric height was determined by GPS observations.
GS0209
GS0209
GS0209.The geoid height was determined by GEOID93.
GS0209
GS0209; North East Scale Converg.
GS0209;SPC OH N - 147157.834 675657.467 0.99994010 +0 35 26.50 MT
GS0209;SPC OH N - 482800.327 2216719.540 US SURVEY FEET
GS0209
GS0209_STATION MARK IS A SURVEY DISK
GS0209_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0209_THE MARK IS STAMPED: SUMMIT COUNTY GIS 209
GS0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0209+STABILITY: SURFACE MOTION
GS0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0209+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0209
GS0209 HISTORY - Year Condition Recov. By
GS0209 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0209 HISTORY - 2000 GOOD COSE
GS0209
GS0209 STATION DESCRIPTION
GS0209
GS0209'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0209'THE STATION IS LOCATED 25.0' WEST OF CENTERLINE OF PAVEMENT OF VAN
GS0209'BUREN ROAD AND 87.8' SOUTH OF CENTERLINE OF PAVEMENT OF EASTERN
GS0209'ROAD. IT IS ALSO 73.9' SOUTHWEST OF A POWER POLE 90.7' SOUTHWEST
GS0209'OF THE POINT OF INTERSECTION OF VAN BUREN AND EASTERN ROADS 10'
GS0209'EAST OF A WIRE FENCE AND 20.5' NORTHEAST OF A 3" METAL BREATHER
GS0209'STACK THAT IS 4'+- HIGH.
GS0209
|
|
|
|
|
|
|
|
|
|
|
|
2216719.25
|
482800.21875
|
0101000020960E0000433ADDC487E94041BEA5184FC1771D41
|
true
|
2011-01-31 03:51:00 -0500
|
false
|
40.98835398611111111111
|
-81.60085150277777777778
|
-81.6008515027778
|
40.9883539861109
|
2216719.53800133
|
482800.32724246
|
675657.466497738
|
147157.834059151
|
450
|
450
|
SUMMIT COUNTY GIS 210
|
GS0210
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
210
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
8.20908
|
N
|
81
|
34
|
42.50568
|
W
|
ADJUSTED
|
-33.31
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
146873.197
|
677543.55
|
0.9999402
|
+
|
0
|
36
|
19.4
|
|
MT
|
C
|
|
|
|
327.672
|
1075.037
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 16.9' NORTHEAST OF CENTERLINE OF PAVEMENT OF REX HILL ROAD AND .2 MILES WEST OF WEST FROM TURKEYFOOT LAKE ROAD. IT IS ALSO 13.2' SOUTHWEST OF A POWER POLE #118493 AND 44.6' NORTHEAST OF A 36" PIN OAK TREE.15' WEST OF THE WEST GRAVEL DRIVE FOR HSE 4567 REX HILL RD.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
Yes
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0210 ***********************************************************************
GS0210 DESIGNATION - SUMMIT COUNTY GIS 210
GS0210 PID - GS0210
GS0210 STATE/COUNTY- OH/SUMMIT
GS0210 USGS QUAD - CANAL FULTON
GS0210
GS0210 HORZ DATUM - NAD 83(1986)
GS0210 VERT DATUM - NGVD 88
GS0210
GS0210 POSITION - 40 59 08.20908(N) 081 34 42.50568(W) ADJUSTED
GS0210 83 minus 27 -
GS0210
GS0210 HEIGHT - 327.672 (meters) 1075.037 (feet) GPS OBS
GS0210 88 minus 29 -
GS0210 ***********************************************************************
GS0210 LAPLACE CORR-
GS0210 GEOID HEIGHT- -33.316
GS0210
GS0210 HORZ ORDER - FIRST
GS0210 VERT ORDER - THIRD
GS0210
GS0210.The horizontal coordinates were established by GPS observations
GS0210.and adjusted by the Woolpert Consultants in March 1997.
GS0210
GS0210.The orthometric height was determined by GPS observations.
GS0210
GS0210
GS0210.The geoid height was determined by GEOID93.
GS0210
GS0210; North East Scale Converg.
GS0210;SPC OH N - 146873.197 677543.550 0.99994020 +0 36 19.42 MT
GS0210;SPC OH N - 481866.480 2222907.464 US SURVEY FEET
GS0210
GS0210_STATION MARK IS A SURVEY DISK
GS0210_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0210_THE MARK IS STAMPED: SUMMIT COUNTY GIS 210
GS0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0210+STABILITY: SURFACE MOTION
GS0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0210+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0210
GS0210 HISTORY - Year Condition Recov. By
GS0210 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0210 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0210
GS0210 STATION DESCRIPTION
GS0210
GS0210'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0210'THE STATION IS LOCATED 16.9' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0210'REX HILL ROAD AND .2 MILES WEST OF WEST TURKEYFOOT LAKE ROAD. IT IS
GS0210'ALSO 13.2' SOUTHWEST OF A POWER POLE #118493 AND 44.6' NORTHEAST OF
GS0210'A 36" PIN OAK TREE.
GS0210
|
|
|
|
|
|
|
|
|
|
|
|
2222906.75
|
481866.875
|
0101000020960E0000E03A52BB9DF540411E53CDEB29691D41
|
true
|
2011-01-31 03:51:00 -0500
|
false
|
40.98561363333333333333
|
-81.5784738
|
-81.5784738
|
40.9856136333332
|
2222907.46344696
|
481866.480275439
|
677543.549945733
|
146873.19693433
|
451
|
451
|
SUMMIT COUNTY GIS 211
|
GS0211
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
211
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY: 1994 STATION MONUMENTED WOOLPERT CONSULTANTS - 1999 GOOD COSE SURVEY FIELD CREW - 2003 GOOD COSE SURVEY FIELD CREW - 2004 GOOD COSE SURVEY FIELD CREW - 2011 GOOD COSE SURVEY FIELD CREW - 2015 UNABLE TO LOCATE SCE - 2016 Good SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
35.33492
|
N
|
81
|
32
|
5.91885
|
W
|
ADJUSTED
|
-33.34
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
147749.466
|
681194.227
|
0.99994
|
+
|
0
|
38
|
2.29
|
|
MT
|
C
|
|
|
|
304.975
|
1000.572
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.0' WEST OF CENTERLINE OF PAVEMENT OF
S. TURKEYFOOT ROAD AND 149' NORTH OF CENTERLINE OF PAVEMENT OF WRICO DRIVE. IT IS ALSO 51.5' SOUTH OF POWER POLE #CO3033, 70.3' SOUTHWEST OF POWER POLE #67371 AND 32.7' NORTH OF THE EAST END OF A PRIVACY FENCE. LOCATED 1 FOOT BELOW GROUND LEVEL.
|
2018-12-04 00:00:00 -0500
|
SCE
|
Good
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0211 ***********************************************************************
GS0211 DESIGNATION - SUMMIT COUNTY GIS 211
GS0211 PID - GS0211
GS0211 STATE/COUNTY- OH/SUMMIT
GS0211 USGS QUAD - CANAL FULTON
GS0211
GS0211 HORZ DATUM - NAD 83(1986)
GS0211 VERT DATUM - NGVD 88
GS0211
GS0211 POSITION - 40 59 35.33492(N) 081 32 05.91885(W) ADJUSTED
GS0211 83 minus 27 -
GS0211
GS0211 HEIGHT - 304.975 (meters) 1000.572 (feet) GPS OBS
GS0211 88 minus 29 -
GS0211 ***********************************************************************
GS0211 LAPLACE CORR-
GS0211 GEOID HEIGHT- -33.343
GS0211
GS0211 HORZ ORDER - FIRST
GS0211 VERT ORDER - THIRD
GS0211
GS0211.The horizontal coordinates were established by GPS observations
GS0211.and adjusted by the Woolpert Consultants in March 1997.
GS0211
GS0211.The orthometric height was determined by GPS observations.
GS0211
GS0211
GS0211.The geoid height was determined by GEOID93.
GS0211
GS0211; North East Scale Converg.
GS0211;SPC OH N - 147749.466 681194.227 0.99994000 +0 38 2.298 MT
GS0211;SPC OH N - 484741.373 2234884.726 US SURVEY FEET
GS0211
GS0211_STATION MARK IS A SURVEY DISK
GS0211_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0211_THE MARK IS STAMPED: SUMMIT COUNTY GIS 211
GS0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0211+STABILITY: SURFACE MOTION
GS0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0211+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0211
GS0211 HISTORY - Year Condition Recov. By
GS0211 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0211 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0211
GS0211 STATION DESCRIPTION
GS0211
GS0211'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0211'THE STATION IS LOCATED 29.0' WEST OF CENTERLINE OF PAVEMENT OF
GS0211'TURKEYFOOT ROAD AND 149.4' NORTH OF CENTERLINE OF PAVEMENT OF WRICO
GS0211'DRIVE. IT IS ALSO 47.6' SOUTH OF A POWER POLE #CO3033 70.3'
GS0211'SOUTHWEST OF APOWER POLE #67371 63' NORTHWEST OF THE SOUTHWEST
GS0211'CORNER OF A PORCH ON HOUSE #3587 TURKEYFOOT ROAD AND 89.2' NORTHWST
GS0211'OF A POWER POLE.
GS0211
|
|
|
|
|
|
|
|
|
|
|
|
2234883.75
|
484741.4375
|
0101000020960E0000E547F85C020D4141E6BCE57D15961D41
|
true
|
2011-01-07 09:50:00 -0500
|
false
|
40.99314858888888888889
|
-81.53497745833333333333
|
-81.5349774583333
|
40.9931485888887
|
2234884.72632693
|
484741.372946693
|
681194.226972902
|
147749.465973066
|
452
|
452
|
SUMMIT COUNTY GIS 212
|
GS0212
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
212
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
28.83816
|
N
|
81
|
31
|
0.74434
|
W
|
ADJUSTED
|
-33.34
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
147566.089
|
682719.643
|
0.99994
|
+
|
0
|
38
|
45.1
|
|
MT
|
C
|
|
|
|
303.979
|
997.304
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 14.8' WEST OF CENTERLINE OF PAVEMENT OF
BENDER ROAD AND 17.0' SOUTH OF CENTERLINE OF PAVEMENT OF KLINGER
ROAD. IT IS ALSO 22.2' SOUTHWEST OF THE POINT OF INTERSECTION OF
BENDER AND KLINGER ROADS 34.5' SOUTH OF POWER POLE #118235
203.7' NORTHWEST OF A POWER POLE 52.2' SOUTHWEST OF POWER POLE
#CO2896 AND 66.0' NORTHWEST OF A 20" MAPLE TREE.
NOTE: 0.5' GROUNDWATER.
NOT SUITABLE FOR GPS.
|
2018-05-23 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0212 ***********************************************************************
GS0212 DESIGNATION - SUMMIT COUNTY GIS 212
GS0212 PID - GS0212
GS0212 STATE/COUNTY- OH/SUMMIT
GS0212 USGS QUAD - CANAL FULTON
GS0212
GS0212 HORZ DATUM - NAD 83(1986)
GS0212 VERT DATUM - NGVD 88
GS0212
GS0212 POSITION - 40 59 28.83816(N) 081 31 00.74434(W) ADJUSTED
GS0212 83 minus 27 -
GS0212
GS0212 HEIGHT - 303.979 (meters) 997.304 (feet) GPS OBS
GS0212 88 minus 29 -
GS0212 ***********************************************************************
GS0212 LAPLACE CORR-
GS0212 GEOID HEIGHT- -33.346
GS0212
GS0212 HORZ ORDER - FIRST
GS0212 VERT ORDER - THIRD
GS0212
GS0212.The horizontal coordinates were established by GPS observations
GS0212.and adjusted by the Woolpert Consultants in March 1997.
GS0212
GS0212.The orthometric height was determined by GPS observations.
GS0212
GS0212
GS0212.The geoid height was determined by GEOID93.
GS0212
GS0212; North East Scale Converg.
GS0212;SPC OH N - 147566.089 682719.643 0.99994000 +0 38 45.11 MT
GS0212;SPC OH N - 484139.744 2239889.362 US SURVEY FEET
GS0212
GS0212_STATION MARK IS A SURVEY DISK
GS0212_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0212_THE MARK IS STAMPED: SUMMIT COUNTY GIS 212
GS0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0212+STABILITY: SURFACE MOTION
GS0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0212+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0212
GS0212 HISTORY - Year Condition Recov. By
GS0212 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0212 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0212
GS0212 STATION DESCRIPTION
GS0212
GS0212'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0212'THE STATION IS LOCATED 14.8' WEST OF CENTERLINE OF PAVEMENT OF
GS0212'BENDER ROAD AND 17.0' SOUTH OF CENTERLINE OF PAVEMENT OF KLINGER
GS0212'ROAD. IT IS ALSO 22.2' SOUTHWEST OF THE POINT OF INTERSECTION OF
GS0212'BENDER AND KLINGER ROADS 34.5' SOUTH OF A POWER POLE #118235
GS0212'203.7' NORTHWEST OF A POWER POLE 52.2' SOUTHWEST OF A POWER POLE
GS0212'#CO2896 AND 66.0' NORTHWEST OF A 20" MAPLE TREE.
GS0212'NOTE: .5' GROUNDWATER.
GS0212
|
|
|
|
|
|
|
|
|
|
|
|
2239888.5
|
484139.9375
|
0101000020960E00000C8D6DAEC81641417B2696FAAE8C1D41
|
true
|
2011-01-07 09:51:00 -0500
|
false
|
40.99134393333333333333
|
-81.51687342777777777778
|
-81.5168734277778
|
40.9913439333332
|
2239889.36271823
|
484139.744713403
|
682719.643195803
|
147566.089320805
|
453
|
453
|
SUMMIT COUNTY GIS 213
|
GS0213
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
213
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
30.44182
|
N
|
81
|
29
|
55.17969
|
W
|
ADJUSTED
|
-33.35
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
147632.987
|
684251.388
|
0.99994
|
+
|
0
|
39
|
28.1
|
|
MT
|
C
|
|
|
|
332.652
|
1091.376
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 19.9' EAST OF THE EXTENDED CENTERLINE OF
PAVEMENT OF WHEELING DRIVE AND 20.8' NORTH OF END OF PAVEMENT OF
WHEELING DRIVE. IT IS 23.9' NORTHWEST OF POWER POLE #15/7 AND
AND 45' NORTH OF A GRAVEL DRIVEWAY FOR HOUSE #3121 WHEELING DRIVE.
89' NORTHEAST OF A POWER POLE WITH NO NUMBER.
SUITABLE FOR GPS.
|
2018-12-26 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0213 ***********************************************************************
GS0213 DESIGNATION - SUMMIT COUNTY GIS 213
GS0213 PID - GS0213
GS0213 STATE/COUNTY- OH/SUMMIT
GS0213 USGS QUAD - NORTH CANTON
GS0213
GS0213 HORZ DATUM - NAD 83(1986)
GS0213 VERT DATUM - NGVD 88
GS0213
GS0213 POSITION - 40 59 30.44182(N) 081 29 55.17969(W) ADJUSTED
GS0213 83 minus 27 -
GS0213
GS0213 HEIGHT - 332.652 (meters) 1091.376 (feet) GPS OBS
GS0213 88 minus 29 -
GS0213 ***********************************************************************
GS0213 LAPLACE CORR-
GS0213 GEOID HEIGHT- -33.353
GS0213
GS0213 HORZ ORDER - FIRST
GS0213 VERT ORDER - THIRD
GS0213
GS0213.The horizontal coordinates were established by GPS observations
GS0213.and adjusted by the Woolpert Consultants in March 1997.
GS0213
GS0213.The orthometric height was determined by GPS observations.
GS0213
GS0213
GS0213.The geoid height was determined by GEOID93.
GS0213
GS0213; North East Scale Converg.
GS0213;SPC OH N - 147632.987 684251.388 0.99994000 +0 39 28.18 MT
GS0213;SPC OH N - 484359.225 2244914.762 US SURVEY FEET
GS0213
GS0213_STATION MARK IS A SURVEY DISK
GS0213_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0213_THE MARK IS STAMPED: SUMMIT COUNTY GIS 213
GS0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0213+STABILITY: SURFACE MOTION
GS0213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0213+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0213
GS0213 HISTORY - Year Condition Recov. By
GS0213 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0213 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0213
GS0213 STATION DESCRIPTION
GS0213
GS0213'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0213'THE STATION IS LOCATED 19.9' EAST OF THE EXTENDED CENTERLINE OF
GS0213'PAVEMENT OF WHEELING DRIVE AND 20.8' NORTH OF END OF PAVEMENT OF
GS0213'WHEELING DRIVE. IT IS 23.9' NORTHWEST OF A POWER POLE 42.0'
GS0213'SOUTHEAST OF A POWER POLE AND NORTH OF A GRAVEL DRIVEWAY FOR HOUSE
GS0213'#3121 WHEELING DRIVE.
GS0213
|
|
|
|
|
|
|
|
|
|
|
|
2244915.75
|
484359.75
|
0101000020960E00007474C361992041411C7CFEE51C901D41
|
true
|
2011-01-07 09:51:00 -0500
|
false
|
40.99178939444444444444
|
-81.498661025
|
-81.498661025
|
40.9917893944443
|
2244914.76377731
|
484359.224603595
|
684251.388502101
|
147632.986925134
|
454
|
454
|
SUMMIT COUNTY GIS 214
|
GS0214
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
214
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
44.87152
|
N
|
81
|
23
|
37.47724
|
W
|
ADJUSTED
|
-33.47
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
155587.305
|
692979.003
|
0.9999391
|
+
|
0
|
43
|
36.3
|
|
MT
|
C
|
|
|
|
327.4
|
1074.145
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THIS STATION WAS KNOWN AS STATION #173 IT IS LOCATED APPROX. .3 MILES SOUTH OF SAXE ROAD AND 28.5' EAST OF SOUTHEAST AVENUE. IT IS ALSO 441.8' SOUTH OF THE SOUTHEAST CORNER OF A BRIDGE ABUTMENT, 47.5' SOUTH OF A POWER POLE #65BE/1B-17, AND 73.3' SOUTHEAST OF A POWER POLE.#9/13. NEAR #393 SOUTHEAST AVENUE
(MOGADORE AUTO SALES).
|
2019-08-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0214 ***********************************************************************
GS0214 DESIGNATION - SUMMIT COUNTY GIS 214
GS0214 PID - GS0214
GS0214 STATE/COUNTY- OH/SUMMIT
GS0214 USGS QUAD - AKRON EAST
GS0214
GS0214 HORZ DATUM - NAD 83(1986)
GS0214 VERT DATUM - NGVD 88
GS0214
GS0214 POSITION - 41 03 44.87152(N) 081 23 37.47724(W) ADJUSTED
GS0214 83 minus 27 -
GS0214
GS0214 HEIGHT - 327.400 (meters) 1074.145 (feet) GPS OBS
GS0214 88 minus 29 -
GS0214 ***********************************************************************
GS0214 LAPLACE CORR-
GS0214 GEOID HEIGHT- -33.476
GS0214
GS0214 HORZ ORDER - FIRST
GS0214 VERT ORDER - THIRD
GS0214
GS0214.The horizontal coordinates were established by GPS observations
GS0214.and adjusted by the Woolpert Consultants in March 1997.
GS0214
GS0214.The orthometric height was determined by GPS observations.
GS0214
GS0214
GS0214.The geoid height was determined by GEOID93.
GS0214
GS0214; North East Scale Converg.
GS0214;SPC OH N - 155587.305 692979.003 0.99993910 +0 43 36.31 MT
GS0214;SPC OH N - 510456.016 2273548.612 US SURVEY FEET
GS0214
GS0214_STATION MARK IS A SURVEY DISK
GS0214_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0214_THE MARK IS STAMPED: SUMMIT COUNTY GIS 214
GS0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0214+STABILITY: SURFACE MOTION
GS0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0214+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0214
GS0214 HISTORY - Year Condition Recov. By
GS0214 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0214 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0214
GS0214 STATION DESCRIPTION
GS0214
GS0214'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0214'THE STATION IS LOCATED THIS STATION WAS KNOWN AS STATION #173
GS0214'APPROX. .3 MILES SOUTH OF SAXE ROAD AND 28.5' EAST OF SOUTHEAST
GS0214'AVENUE. IT IS ALSO 441.8' SOUTH OF A SOUTHEAST CORNER OF A BRIDGE
GS0214'ABUTMENT 47.5' SOUTH OF A POWER POLE #65BE/1B-17. AND 73.3'
GS0214'SOUTHEAST OF A POWER POLE.#9/13.NEAR #393 SOUTHEAST AVENUE
GS0214'(MOGADORE AUTO SALES).
GS0214
|
|
|
|
|
|
|
|
|
|
|
|
2273548.0
|
510456.5
|
0101000020960E00003C35344E865841411DC7E410E0271F41
|
true
|
2013-04-09 10:27:00 -0400
|
false
|
41.06246431111111111111
|
-81.39374367777777777777
|
-81.3937436777778
|
41.062464311111
|
2273548.61096826
|
510456.016497718
|
692979.00258113
|
155587.305003097
|
455
|
455
|
SUMMIT COUNTY GIS 215
|
GS0215
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
215
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD SCEHISTORY - 2005 GOOD SCEHISTORY - 2012 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
54.07858
|
N
|
81
|
26
|
38.06814
|
W
|
ADJUSTED
|
-33.36
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
146565.733
|
688871.617
|
0.9999403
|
+
|
0
|
41
|
37.6
|
|
MT
|
C
|
|
|
|
350.292
|
1149.25
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON MAYFAIR ROAD APPROX. 300' SOUTHEAST OF
MAYLO PATH, 6.6' SOUTHEAST OF A POWER POLE, SOUTHEAST OF THE DRIVEWAY FOR HOUSE #3137 MAYFAIR ROAD AND 51.3' EAST
OF POWER POLE #GR-1177.
|
2018-06-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0215 ***********************************************************************
GS0215 DESIGNATION - SUMMIT COUNTY GIS 215
GS0215 PID - GS0215
GS0215 STATE/COUNTY- OH/SUMMIT
GS0215 USGS QUAD - NORTH CANTON
GS0215
GS0215 HORZ DATUM - NAD 83(1986)
GS0215 VERT DATUM - NGVD 88
GS0215
GS0215 POSITION - 40 58 54.07858(N) 081 26 38.06814(W) ADJUSTED
GS0215 83 minus 27 -
GS0215
GS0215 HEIGHT - 350.292 (meters) 1149.250 (feet) GPS OBS
GS0215 88 minus 29 -
GS0215 ***********************************************************************
GS0215 LAPLACE CORR-
GS0215 GEOID HEIGHT- -33.363
GS0215
GS0215 HORZ ORDER - FIRST
GS0215 VERT ORDER - THIRD
GS0215
GS0215.The horizontal coordinates were established by GPS observations
GS0215.and adjusted by the Woolpert Consultants in March 1997.
GS0215
GS0215.The orthometric height was determined by GPS observations.
GS0215
GS0215
GS0215.The geoid height was determined by GEOID93.
GS0215
GS0215; North East Scale Converg.
GS0215;SPC OH N - 146565.733 688871.617 0.99994030 +0 41 37.68 MT
GS0215;SPC OH N - 480857.742 2260072.963 US SURVEY FEET
GS0215
GS0215_STATION MARK IS A SURVEY DISK
GS0215_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0215_THE MARK IS STAMPED: SUMMIT COUNTY GIS 215
GS0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0215+STABILITY: SURFACE MOTION
GS0215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0215+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0215
GS0215 HISTORY - Year Condition Recov. By
GS0215 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0215
GS0215 STATION DESCRIPTION
GS0215
GS0215'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0215'THE STATION IS LOCATED ON MAYFAIR ROAD APPROX. 300' NORTHEAST OF
GS0215'MAYLO PATH 6.6' SOUTHEAST OF A POWER POLE 7.3' SOUTHWEST OF A BRICK
GS0215'PLANTER AT THE DRIVEWAY FOR HOUSE #3137 MAYFAIR ROAD AND 51.3' EAST
GS0215'OF A POWER POLE.
GS0215
|
|
|
|
|
|
|
|
|
|
|
|
2260072.75
|
480858.09375
|
0101000020960E000048AD2C7B343E4141442E2EF966591D41
|
true
|
2012-09-07 07:09:00 -0400
|
false
|
40.98168849444444444445
|
-81.44390781666666666666
|
-81.4439078166667
|
40.9816884944443
|
2260072.96230093
|
480857.743340228
|
688871.616652557
|
146565.733301552
|
456
|
456
|
SUMMIT COUNTY GIS 216
|
GS0216
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
216
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD SCEHISTORY - 2012 GOOD SCE - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
7.40316
|
N
|
81
|
25
|
2.63324
|
W
|
ADJUSTED
|
-33.37
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
147004.069
|
691097.229
|
0.9999402
|
+
|
0
|
42
|
40.3
|
|
MT
|
C
|
|
|
|
344.629
|
1130.67
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 20.0' SOUTH OF CENTERLINE OF PAVEMENT OF
SWEITZER ROAD AND 30.0' WEST OF CENTERLINE OF PAVEMENT OF WOODVIEW
DRIVE. IT IS ALSO 35.3' SOUTHWEST OF THE POINT OF INTERSECTION OF
SWEITZER AND WOODVIEW 21.1' EAST OF A POWER POLE 41.9' NORTHWEST
OF A POWER POLE AND 36.5' SOUTHWEST OF A POWER POLE.
|
2021-06-01 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0216 ***********************************************************************
GS0216 DESIGNATION - SUMMIT COUNTY GIS 216
GS0216 PID - GS0216
GS0216 STATE/COUNTY- OH/SUMMIT
GS0216 USGS QUAD - NORTH CANTON
GS0216
GS0216 HORZ DATUM - NAD 83(1986)
GS0216 VERT DATUM - NGVD 88
GS0216
GS0216 POSITION - 40 59 07.40316(N) 081 25 02.63324(W) ADJUSTED
GS0216 83 minus 27 -
GS0216
GS0216 HEIGHT - 344.629 (meters) 1130.670 (feet) GPS OBS
GS0216 88 minus 29 -
GS0216 ***********************************************************************
GS0216 LAPLACE CORR-
GS0216 GEOID HEIGHT- -33.379
GS0216
GS0216 HORZ ORDER - FIRST
GS0216 VERT ORDER - THIRD
GS0216
GS0216.The horizontal coordinates were established by GPS observations
GS0216.and adjusted by the Woolpert Consultants in March 1997.
GS0216
GS0216.The orthometric height was determined by GPS observations.
GS0216
GS0216
GS0216.The geoid height was determined by GEOID93.
GS0216
GS0216; North East Scale Converg.
GS0216;SPC OH N - 147004.069 691097.229 0.99994020 +0 42 40.37 MT
GS0216;SPC OH N - 482295.850 2267374.825 US SURVEY FEET
GS0216
GS0216_STATION MARK IS A SURVEY DISK
GS0216_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0216_THE MARK IS STAMPED: SUMMIT COUNTY GIS 216
GS0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0216+STABILITY: SURFACE MOTION
GS0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0216+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0216
GS0216 HISTORY - Year Condition Recov. By
GS0216 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0216
GS0216 STATION DESCRIPTION
GS0216
GS0216'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0216'THE STATION IS LOCATED 20.0' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0216'SWEITZER ROAD AND 30.0' WEST OF CENTERLINE OF PAVEMENT OF WOODVIEW
GS0216'DRIVE. IT IS ALSO 35.3' SOUTHWEST OF THE POINT OF INTERSECTION OF
GS0216'SWEITZER AND WOODVIEW 21.1' EAST OF A POWER POLE 41.9' NORTHWEST
GS0216'OF A POWER POLE AND 36.5' SOUTHWEST OF A POWER POLE.
GS0216
|
|
|
|
|
|
|
|
|
|
|
|
2267375.25
|
482295.84375
|
0101000020960E00003A89B169774C4141E70BF465DF6F1D41
|
true
|
2012-10-03 07:07:00 -0400
|
false
|
40.98538976666666666666
|
-81.41739812222222222223
|
-81.4173981222222
|
40.9853897666665
|
2267374.82573047
|
482295.849563776
|
691097.229077105
|
147004.06895516
|
457
|
457
|
SUMMIT COUNTY GIS 217
|
GS0217
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
217
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW- 2015 GOOD COSE SURVEY FIELD CREWHISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
59
|
18.97299
|
N
|
81
|
23
|
35.78479
|
W
|
ADJUSTED
|
-33.39
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
147386.407
|
693122.592
|
0.9999401
|
+
|
0
|
43
|
37.4
|
|
MT
|
C
|
|
|
|
339.906
|
1115.175
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.8' NORTH OF CENTERLINE OF PAVEMENT OF
PONTIUS STREET AND 254.3' EAST OF MOGADORE-PORTAGE LINE ROAD. IT
IS ALSO 43.8' NORTHWEST OF A POWER POLE # 4/14, 70.9' EAST OF A POWER POLE # 4/13C
AND SOUTHWEST OF A BRICK HOUSE #5 PONTIUS ROAD.
|
2019-05-10 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0217 ***********************************************************************
GS0217 DESIGNATION - SUMMIT COUNTY GIS 217
GS0217 PID - GS0217
GS0217 STATE/COUNTY- OH/SUMMIT
GS0217 USGS QUAD - NORTH CANTON
GS0217
GS0217 HORZ DATUM - NAD 83(1986)
GS0217 VERT DATUM - NGVD 88
GS0217
GS0217 POSITION - 40 59 18.97299(N) 081 23 35.78479(W) ADJUSTED
GS0217 83 minus 27 -
GS0217
GS0217 HEIGHT - 339.906 (meters) 1115.175 (feet) GPS OBS
GS0217 88 minus 29 -
GS0217 ***********************************************************************
GS0217 LAPLACE CORR-
GS0217 GEOID HEIGHT- -33.394
GS0217
GS0217 HORZ ORDER - FIRST
GS0217 VERT ORDER - THIRD
GS0217
GS0217.The horizontal coordinates were established by GPS observations
GS0217.and adjusted by the Woolpert Consultants in March 1997.
GS0217
GS0217.The orthometric height was determined by GPS observations.
GS0217
GS0217
GS0217.The geoid height was determined by GEOID93.
GS0217
GS0217; North East Scale Converg.
GS0217;SPC OH N - 147386.407 693122.592 0.99994010 +0 43 37.43 MT
GS0217;SPC OH N - 483550.237 2274019.704 US SURVEY FEET
GS0217
GS0217_STATION MARK IS A SURVEY DISK
GS0217_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0217_THE MARK IS STAMPED: SUMMIT COUNTY GIS 217
GS0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0217+STABILITY: SURFACE MOTION
GS0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0217+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0217
GS0217 HISTORY - Year Condition Recov. By
GS0217 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0217 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0217
GS0217 STATION DESCRIPTION
GS0217
GS0217'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0217'THE STATION IS LOCATED 27.8' NORTH OF CENTERLINE OF PAVEMENT OF
GS0217'PONTIUS STREET AND 254.3' EAST OF MOGADORE-PORTAGE LINE ROAD. IT
GS0217'IS ALSO 43.8' NORTHWEST OF A POWER POLE 70.9' EAST OF A POWER POLE
GS0217'AND SOUTHWEST OF A BRICK HOUSE #5 PONTIUS ROAD.
GS0217
|
|
|
|
|
|
|
|
|
|
|
|
2274020.0
|
483550.9375
|
0101000020960E0000FCD938DA715941413F4F87F278831D41
|
true
|
2012-06-26 07:25:00 -0400
|
false
|
40.98860360833333333333
|
-81.39327355277777777777
|
-81.3932735527778
|
40.9886036083332
|
2274019.70485997
|
483550.23684429
|
693122.592286504
|
147386.406962935
|
458
|
458
|
SUMMIT COUNTY GIS 218
|
GS0218
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
218
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD COSEHISTORY - 2005 GOOD COSEHISTORY - 2011 GOOD COSE - 2018 GOOD COSE FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
15.26021
|
N
|
81
|
38
|
51.38563
|
W
|
ADJUSTED
|
-33.26
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
145180.834
|
671742.353
|
0.9999406
|
+
|
0
|
33
|
35.9
|
|
MT
|
C
|
|
|
|
347.968
|
1141.625
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 19.8' EAST OF CENTERLINE OF PAVEMENT OF TAYLOR ROAD AND 213.2' NORTH OF CENTERLINE OF PAVEMENT OF GRILL ROAD. IT IS ALSO 42.8' #CH146 AND 15.8' SOUTHWEST OF A POWER POLE #FS5049. NOTE: HOLE WAS FILLED WITH GROUNDWATER PRIOR TO POURING CONCRETE.
|
2022-01-28 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0218 ***********************************************************************
GS0218 DESIGNATION - SUMMIT COUNTY GIS 218
GS0218 PID - GS0218
GS0218 STATE/COUNTY- OH/SUMMIT
GS0218 USGS QUAD - DOYLESTOWN
GS0218
GS0218 HORZ DATUM - NAD 83(1986)
GS0218 VERT DATUM - NGVD 88
GS0218
GS0218 POSITION - 40 58 15.26021(N) 081 38 51.38563(W) ADJUSTED
GS0218 83 minus 27 -
GS0218
GS0218 HEIGHT - 347.968 (meters) 1141.625 (feet) GPS OBS
GS0218 88 minus 29 -
GS0218 ***********************************************************************
GS0218 LAPLACE CORR-
GS0218 GEOID HEIGHT- -33.267
GS0218
GS0218 HORZ ORDER - FIRST
GS0218 VERT ORDER - THIRD
GS0218
GS0218.The horizontal coordinates were established by GPS observations
GS0218.and adjusted by the Woolpert Consultants in March 1997.
GS0218
GS0218.The orthometric height was determined by GPS observations.
GS0218
GS0218
GS0218.The geoid height was determined by GEOID93.
GS0218
GS0218; North East Scale Converg.
GS0218;SPC OH N - 145180.834 671742.353 0.99994060 +0 33 35.92 MT
GS0218;SPC OH N - 476314.120 2203874.703 US SURVEY FEET
GS0218
GS0218_STATION MARK IS A SURVEY DISK
GS0218_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0218_THE MARK IS STAMPED: SUMMIT COUNTY GIS 218
GS0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0218+STABILITY: SURFACE MOTION
GS0218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0218+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0218
GS0218 HISTORY - Year Condition Recov. By
GS0218 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0218 HISTORY - 2000 GOOD COSE
GS0218
GS0218 STATION DESCRIPTION
GS0218
GS0218'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0218'THE STATION IS LOCATED 19.8' EAST OF CENTERLINE OF PAVEMENT OF
GS0218'TAYLOR ROAD AND 213.2' NORTH OF CENTERLINE OF PAVEMENT OF GRILL
GS0218'ROAD. IT IS ALSO 42.8' #CH146 AND 15.8' SOUTHWEST OF A POWER POLE
GS0218'#FS5049. NOTE: HOLE WAS FILLED WITH GROUNDWATER PRIOR TO POURING
GS0218'CONCRETE.
GS0218
|
|
|
|
|
|
|
|
|
|
|
|
2203875.0
|
476314.0
|
0101000020960E000076D8C85971D040414758337A68121D41
|
true
|
2011-01-31 03:52:00 -0500
|
false
|
40.97090561388888888889
|
-81.64760711944444444444
|
-81.6476071194444
|
40.9709056138887
|
2203874.70144182
|
476314.11933649
|
671742.352484172
|
145180.833935413
|
459
|
459
|
SUMMIT COUNTY GIS 219
|
GS0219
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
219
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2003 GOOD COSEHISTORY - 2005 GOOD COSEHISTORY - 2011 GOOD COSE - 2018 GOOD COSE FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
17.54721
|
N
|
81
|
37
|
52.0613
|
W
|
ADJUSTED
|
-33.27
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
145265.062
|
673128.571
|
0.9999405
|
+
|
0
|
34
|
14.9
|
|
MT
|
C
|
|
|
|
313.308
|
1027.911
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 31.0' EAST OF CENTERLINE OF PAVEMENT OF CLEVELAND-MASSILLON ROAD AND 66.7' SOUTH OF CENTERLINE OF PAVEMENT OF BRONCO DRIVE. IT IS ALSO 14.9' WEST OF A POWER POLE, 112.7' NORTHEAST OF A POWER POLE, 73.2' SOUTHEAST OF THE POINT OF INTERSECTION OF CLEVELAND-MASSILLON ROAD AND BRONCO DRIVE.
NOTE: HOLE WAS FILLED WITH GROUND WATER BEFORE POURING CONCRETE.
GOOD FOR GPS.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0219 ***********************************************************************
GS0219 DESIGNATION - SUMMIT COUNTY GIS 219
GS0219 PID - GS0219
GS0219 STATE/COUNTY- OH/SUMMIT
GS0219 USGS QUAD - DOYLESTOWN
GS0219
GS0219 HORZ DATUM - NAD 83(1986)
GS0219 VERT DATUM - NGVD 88
GS0219
GS0219 POSITION - 40 58 17.54721(N) 081 37 52.06130(W) ADJUSTED
GS0219 83 minus 27 -
GS0219
GS0219 HEIGHT - 313.308 (meters) 1027.911 (feet) GPS OBS
GS0219 88 minus 29 -
GS0219 ***********************************************************************
GS0219 LAPLACE CORR-
GS0219 GEOID HEIGHT- -33.273
GS0219
GS0219 HORZ ORDER - FIRST
GS0219 VERT ORDER - THIRD
GS0219
GS0219.The horizontal coordinates were established by GPS observations
GS0219.and adjusted by the Woolpert Consultants in March 1997.
GS0219
GS0219.The orthometric height was determined by GPS observations.
GS0219
GS0219
GS0219.The geoid height was determined by GEOID93.
GS0219
GS0219; North East Scale Converg.
GS0219;SPC OH N - 145265.062 673128.571 0.99994050 +0 34 14.90 MT
GS0219;SPC OH N - 476590.458 2208422.653 US SURVEY FEET
GS0219
GS0219_STATION MARK IS A SURVEY DISK
GS0219_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0219_THE MARK IS STAMPED: SUMMIT COUNTY GIS 219
GS0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0219+STABILITY: SURFACE MOTION
GS0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0219+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0219
GS0219 HISTORY - Year Condition Recov. By
GS0219 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0219 HISTORY - 2000 GOOD COSE
GS0219
GS0219 STATION DESCRIPTION
GS0219
GS0219'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0219'THE STATION IS LOCATED 31.0' EAST OF CENTERLINE OF PAVEMENT OF
GS0219'CLEVELAND-MASSILLON ROAD AND 66.7' SOUTH OF CENTERLINE OF PAVEMENT
GS0219'BONGO DRIVE. IT IS ALSO 14.9' WEST OF A POWER POLE 112.7'
GS0219'NORTHEAST OF A POWER POLE 73.2' SOUTHEAST OF THE POINT OF
GS0219'INTERSECTION OF CLEVELAND-MASSILLON ROAD AND BRONCO DRIVE.
GS0219'NOTE: HOLE WAS FILLED WITH GROUND WATER BEFORE POURING CONCRETE.
GS0219
|
|
|
|
|
|
|
|
|
|
|
|
2208423.25
|
476591.0
|
0101000020960E0000A35DBF5353D9404192E040D6B9161D41
|
true
|
2011-01-31 03:53:00 -0500
|
false
|
40.97154089166666666667
|
-81.63112813888888888889
|
-81.6311281388889
|
40.9715408916665
|
2208422.65427752
|
476590.459231862
|
673128.571280931
|
145265.062503982
|
460
|
460
|
GR 5
|
CE1044
|
OH
|
Summit
|
|
|
|
Chiseled Square
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2000 - NOT RECOVERED COSE SURVEY CREWHISTORY - 2013 - NOT RECOVERED COSE SURVEY CREW HISTORY 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
40
|
56
|
26.58
|
N
|
81
|
30
|
16.66
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1042.33
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG EAST NIMISILA ROAD, 0.5 MILES WEST OF ARLINGTON ROAD, 22.85' FROM THE SOUTHWEST CORNER OF HOUSE #877, 41.0' FROM THE SOUTHEAST CORNER OF HOUSE #861, IN THE WEST END OF A CONCRETE HEADWALL OF CULVERT.
RECOVERY NOT 2013 SCE- ADDRESSES DO NOT EXIST
|
2015-09-22 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1044 *********************************************************************
CE1044 DESIGNATION - GR 5
CE1044 PID - CE1044
CE1044 STATE/COUNTY- OH/SUMMIT
CE1044
CE1044 HORZ DATUM - NAD 83(1986)
CE1044 VERT DATUM - NGVD 29
CE1044
CE1044 POSITION - 40 56 26.58 (N) 081 30 16.66 (W) SCALED
CE1044 83 MINUS 27 -
CE1044
CE1044 HEIGHT - (meters) 1042.33 (feet) ADJUST
CE1044 88 MINUS 29 -
CE1044 *********************************************************************
CE1044
CE1044 VERT ORDER - THIRD
CE1044
CE1044 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1044 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1044 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1044
CE1044_STATION MARK IS A CHISELED SQUARE
CE1044_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF A CULVERT
CE1044_THE MARK IS STAMPED: NO STAMP
CE1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1044+STABILITY: SURFACE MOTION
CE1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1044+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1044
CE1044 HISTORY - Year Condition Recov. By
CE1044 HISTORY - 1989 - GOOD COSE
CE1044 STATION DESCRIPTION
CE1044
CE1044 DESCRIBED BY COSE
CE1044 THE STATION IS LOCATED ALONG EAST NIMISILA
CE1044 ROAD 0.5 MILES WEST OF ARLINGTON ROAD 22.85'
CE1044 FROM THE SOUTHWEST CORNER OF HOUSE #877 41.0' FROM THE
CE1044 SOUTHEAST CORNER OF HOUSE #861 IN WEST END OF
CE1044 CONCRETE HEADWALL OF CULVERT.
CE1044
|
|
|
|
|
|
|
|
|
|
|
|
2243530.5
|
465676.34375
|
0101000020960E0000B2B19A0CCC1D414182A6C5E9196D1C41
|
true
|
2013-11-27 04:53:00 -0500
|
false
|
40.94071666666666666666
|
-81.50462777777777777778
|
-81.5046277777778
|
40.9407166666665
|
2243480.09847089
|
465734.478293039
|
683814.101642131
|
141956.152896007
|
461
|
461
|
GR 10
|
CE1046
|
OH
|
Summit
|
|
|
|
Disk
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSEHISTORY - 2012 - GOOD COSE HISTORY 2015 FAIR SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
40
|
56
|
8.82
|
N
|
81
|
29
|
44.07
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1056.62
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ALONG ARLINGTON ROAD 2.7 MILES SOUTH OF S.R. 619 AT A CONCRETE BRIDGE OVER A CREEK. A SUMMIT COUNTY DISK IN THE EAST END OF THE SOUTH ABUTMENT. 210 FEET SOUTH OF LINMAR DRIVE
|
2018-05-22 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1046 *********************************************************************
CE1046 DESIGNATION - GR 10
CE1046 PID - CE1046
CE1046 STATE/COUNTY- OH/SUMMIT
CE1046
CE1046 HORZ DATUM - NAD 83(1986)
CE1046 VERT DATUM - NGVD 29
CE1046
CE1046 POSITION - 40 56 08.82 (N) 081 29 44.07 (W) SCALED
CE1046 83 MINUS 27 -
CE1046
CE1046 HEIGHT - (meters) 1056.62 (feet) ADJUST
CE1046 88 MINUS 29 -
CE1046 *********************************************************************
CE1046
CE1046 VERT ORDER - THIRD
CE1046
CE1046 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1046 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1046 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1046
CE1046_STATION MARK IS A SURVEY DISK
CE1046_WITH SETTING: SET IN TOP OF CONCRETE BRIDGE ABUTMENT
CE1046_THE MARK IS STAMPED: NO STAMP
CE1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1046+STABILITY: SURFACE MOTION
CE1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1046+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1046
CE1046 HISTORY - Year Condition Recov. By
CE1046 HISTORY - 1996 - GOOD COSE
CE1046 STATION DESCRIPTION
CE1046
CE1046 DESCRIBED BY COSE
CE1046 THE STATION IS LOCATED ALONG ARLINGTON ROAD 2.7 MILES
CE1046 SOUTH OF S.R. 619 AT A CONCRETE BRIDGE OVER CREEK. A
CE1046 SUMMIT COUNTY DISK IN THE EAST END OF THE SOUTH
CE1046 ABUTMENT.
CE1046
|
|
|
|
|
|
|
|
|
|
|
|
2245998.0
|
463970.0
|
0101000020960E0000D48C1CCCB8224141959E9DBF77511C41
|
true
|
2012-06-26 10:37:00 -0400
|
false
|
40.93578333333333333333
|
-81.495575
|
-81.495575
|
40.9357833333332
|
2246001.59462128
|
463965.937124708
|
684582.655205876
|
141417.100469796
|
462
|
462
|
GR 15
|
CE1050
|
OH
|
Summit
|
|
|
|
Chiseled Square
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - FAIR COSEHISTORY - 2000 - FAIR COSEHISTORY - 2012 - FAIR COSE 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
40
|
55
|
45.24
|
N
|
81
|
26
|
16.73
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1176.94
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE INTERSECTION OF GREENSBURG AND LAUBY ROADS, 60.0' NORTHEAST OF THE CENTERLINE JUNCTION ON THE NORTH CONCRETE HEADWALL OF A CULVERT. IN THE CENTER OF THE HEADWALL. NEW INTERSECTION
|
2015-10-21 00:00:00 -0400
|
SCE
|
UNABLE TO LOCATE
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1050 *********************************************************************
CE1050 DESIGNATION - GR 15
CE1050 PID - CE1050
CE1050 STATE/COUNTY- OH/SUMMIT
CE1050
CE1050 HORZ DATUM - NAD 83(1986)
CE1050 VERT DATUM - NGVD 29
CE1050
CE1050 POSITION - 40 55 45.24 (N) 081 26 16.73 (W) SCALED
CE1050 83 MINUS 27 -
CE1050
CE1050 HEIGHT - (meters) 1176.94 (feet) ADJUST
CE1050 88 MINUS 29 -
CE1050 *********************************************************************
CE1050
CE1050 VERT ORDER - THIRD
CE1050
CE1050 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1050 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1050 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1050
CE1050_STATION MARK IS A CHISELED SQUARE
CE1050_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF A CULVERT
CE1050_THE MARK IS STAMPED: NO STAMP
CE1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1050+STABILITY: SURFACE MOTION
CE1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1050+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1050
CE1050 HISTORY - Year Condition Recov. By
CE1050 HISTORY - 1989 - FAIR COSE
CE1050 STATION DESCRIPTION
CE1050
CE1050 DESCRIBED BY COSE
CE1050 THE STATION IS LOCATED AT THE INTERSECTION OF
CE1050 GREENSBURG AND LAUBY ROADS 60.0' NORTEAST OF
CE1050 THE CENTERLINE JUNCTION ON THE NORTH CONCRETE
CE1050 HEADWALL OF CULVERT.
CE1050
|
|
|
|
|
|
|
|
|
|
|
|
2261999.25
|
461744.0625
|
0101000020960E0000EA4D5603DB4141412E966634212F1C41
|
true
|
2012-06-26 10:36:00 -0400
|
false
|
40.92923333333333333334
|
-81.43798055555555555555
|
-81.4379805555556
|
40.9292333333332
|
2261942.0260713
|
461768.301172587
|
689441.308429149
|
140747.259691905
|
463
|
463
|
SUMMIT COUNTY GIS 220
|
GS0220
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
220
|
Summit County Engineer
|
1996-02-05 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD COSEHISTORY - 2013 GOOD COSE - 2018 GOOD COSE FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
43.57492
|
N
|
81
|
36
|
25.06812
|
W
|
ADJUSTED
|
-33.29
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
146088.424
|
675154.108
|
0.9999403
|
+
|
0
|
35
|
12.0
|
|
MT
|
C
|
|
|
|
297.424
|
975.799
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.7' NORTH OF CENTERLINE OF PAVEMENT OF
VANDERHOOF ROAD AND 111.0' EAST OF CENTERLINE OF CSX RAILROAD
TRACKS. IT IS ALSO 36.3' EAST OF POWER POLE #57 AND 24.7' WEST OF
POWER POLE #FS-2204 AND 48.2' NORTHEAST OF POWER POLE #FS-5188. 6' SOUTH OF BIKE PATH 6" DEEP. GOOD FOR GPS
|
2022-01-28 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 06 1996
GS0220 ***********************************************************************
GS0220 DESIGNATION - SUMMIT COUNTY GIS 220
GS0220 PID - GS0220
GS0220 STATE/COUNTY- OH/SUMMIT
GS0220 USGS QUAD - CANAL FULTON
GS0220
GS0220 HORZ DATUM - NAD 83(1986)
GS0220 VERT DATUM - NGVD 88
GS0220
GS0220 POSITION - 40 58 43.57492(N) 081 36 25.06812(W) ADJUSTED
GS0220 83 minus 27 -
GS0220
GS0220 HEIGHT - 297.424 (meters) 975.799 (feet) GPS OBS
GS0220 88 minus 29 -
GS0220 ***********************************************************************
GS0220 LAPLACE CORR-
GS0220 GEOID HEIGHT- -33.294
GS0220
GS0220 HORZ ORDER - FIRST
GS0220 VERT ORDER - THIRD
GS0220
GS0220.The horizontal coordinates were established by GPS observations
GS0220.and adjusted by the Woolpert Consultants in March 1997.
GS0220
GS0220.The orthometric height was determined by GPS observations.
GS0220
GS0220
GS0220.The geoid height was determined by GEOID93.
GS0220
GS0220; North East Scale Converg.
GS0220;SPC OH N - 146088.424 675154.108 0.99994030 +0 35 12.05 MT
GS0220;SPC OH N - 479291.771 2215068.103 US SURVEY FEET
GS0220
GS0220_STATION MARK IS A SURVEY DISK
GS0220_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0220_THE MARK IS STAMPED: SUMMIT COUNTY GIS 220
GS0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0220+STABILITY: SURFACE MOTION
GS0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0220+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0220
GS0220 HISTORY - Year Condition Recov. By
GS0220 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0220 HISTORY - 2000 GOOD COSE
GS0220
GS0220 STATION DESCRIPTION
GS0220
GS0220'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0220'THE STATION IS LOCATED 22.7' NORTH OF CENTERLINE OF PAVEMENT OF
GS0220'VANDERHOOF ROAD AND 111.0' EAST OF CENTERLINE OF CSX RAILROAD
GS0220'TRACKS. IT IS ALSO 36.3' EAST OF A POWER POLE 24.7' WEST OF A
GS0220'POWER POLE AND 48.2' NORTHEAST OF A POWER POLE.
GS0220
|
|
|
|
|
|
|
|
|
|
|
|
2215068.0
|
479291.90625
|
0101000020960E00005F51000D4EE64041E7C81614EF401D41
|
true
|
2013-08-23 03:19:00 -0400
|
false
|
40.97877081111111111111
|
-81.60696336666666666667
|
-81.6069633666667
|
40.978770811111
|
2215068.1015722
|
479291.769618167
|
675154.107667422
|
146088.423556447
|
464
|
464
|
SUMMIT COUNTY GIS 221
|
GS0221
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
221
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
16.59307
|
N
|
81
|
35
|
30.46604
|
W
|
ADJUSTED
|
-33.29
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
145269.358
|
676439.139
|
0.9999406
|
+
|
0
|
35
|
47.9
|
|
MT
|
C
|
|
|
|
291.515
|
956.412
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.3' SOUTH OF CENTERLINE OF PAVEMENT OF
VANDERHOOF ROAD AND 167' WEST OF CENTERLINE OF PAVEMENT OF GROVE
ROAD. IT IS ALSO 44.2' EAST OF POWER POLE #FS-1205 AND 72.3' SOUTHWEST OF
THE SOUTHWEST CORNER OF A BRIDGE ON VANDERHOOF ROAD OVER A SMALL
STREAM.
NOT SUITABLE FOR GPS.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0221 ***********************************************************************
GS0221 DESIGNATION - SUMMIT COUNTY GIS 221
GS0221 PID - GS0221
GS0221 STATE/COUNTY- OH/SUMMIT
GS0221 USGS QUAD - CANAL FULTON
GS0221
GS0221 HORZ DATUM - NAD 83(1986)
GS0221 VERT DATUM - NGVD 88
GS0221
GS0221 POSITION - 40 58 16.59307(N) 081 35 30.46604(W) ADJUSTED
GS0221 83 minus 27 -
GS0221
GS0221 HEIGHT - 291.515 (meters) 956.412 (feet) GPS OBS
GS0221 88 minus 29 -
GS0221 ***********************************************************************
GS0221 LAPLACE CORR-
GS0221 GEOID HEIGHT- -33.290
GS0221
GS0221 HORZ ORDER - FIRST
GS0221 VERT ORDER - THIRD
GS0221
GS0221.The horizontal coordinates were established by GPS observations
GS0221.and adjusted by the Woolpert Consultants in March 1997.
GS0221
GS0221.The orthometric height was determined by GPS observations.
GS0221
GS0221
GS0221.The geoid height was determined by GEOID93.
GS0221
GS0221; North East Scale Converg.
GS0221;SPC OH N - 145269.358 676439.139 0.99994060 +0 35 47.92 MT
GS0221;SPC OH N - 476604.552 2219284.075 US SURVEY FEET
GS0221
GS0221_STATION MARK IS A SURVEY DISK
GS0221_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0221_THE MARK IS STAMPED: SUMMIT COUNTY GIS 221
GS0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0221+STABILITY: SURFACE MOTION
GS0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0221+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0221
GS0221 HISTORY - Year Condition Recov. By
GS0221 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0221 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0221
GS0221 STATION DESCRIPTION
GS0221
GS0221'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0221'THE STATION IS LOCATED 28.3' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0221'VANDERHOOF ROAD AND 167' WEST OF CENTERLINE OF PAVEMENT OF GROVE
GS0221'ROAD. IT IS ALSO 44.2' EAST OF A POWER POLE AND 72.3' SOUTHWEST OF
GS0221'THE SOUTHWEST CORNER OF A BRIDGE ON VANDERHOOF ROAD OVER A SMALL
GS0221'STREAM.
GS0221
|
|
|
|
|
|
|
|
|
|
|
|
2219283.75
|
476604.375
|
0101000020960E0000C89771098AEE40415FA82436F2161D41
|
true
|
2012-10-05 10:13:00 -0400
|
false
|
40.97127585277777777778
|
-81.59179612222222222222
|
-81.5917961222222
|
40.9712758527776
|
2219284.07377908
|
476604.552874213
|
676439.13856614
|
145269.358254761
|
465
|
465
|
SUMMIT COUNTY GIS 222
|
GS0222
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
222
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVYE FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
41.8806
|
N
|
81
|
33
|
4.49478
|
W
|
ADJUSTED
|
-33.31
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
146085.671
|
679843.215
|
0.9999403
|
+
|
0
|
37
|
23.8
|
|
MT
|
C
|
|
|
|
310.856
|
1019.867
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF REX LAKE ROAD 210' WEST
OF THE INTERSECTION OF REX LAKE DR. 19.0' NORTHEAST OF THE
CENTERLINE OF PAVEMENT OF REX LAKE ROAD, 21.0' SOUTHEAST OF A POWER
POLE #81387, 89.5' WEST OF A POWER POLE, 42' NORTHWEST OF A 15"
MULBERRY AND 85' NORTHEAST OF THE CORNER OF A CHAIN LINK FENCE.
GOOD FOR GPS.
|
2018-05-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0222 ***********************************************************************
GS0222 DESIGNATION - SUMMIT COUNTY GIS 222
GS0222 PID - GS0222
GS0222 STATE/COUNTY- OH/SUMMIT
GS0222 USGS QUAD - CANAL FULTON
GS0222
GS0222 HORZ DATUM - NAD 83(1986)
GS0222 VERT DATUM - NGVD 88
GS0222
GS0222 POSITION - 40 58 41.88060(N) 081 33 04.49478(W) ADJUSTED
GS0222 83 minus 27 -
GS0222
GS0222 HEIGHT - 310.856 (meters) 1019.867 (feet) GPS OBS
GS0222 88 minus 29 -
GS0222 ***********************************************************************
GS0222 LAPLACE CORR-
GS0222 GEOID HEIGHT- -33.318
GS0222
GS0222 HORZ ORDER - FIRST
GS0222 VERT ORDER - THIRD
GS0222
GS0222.The horizontal coordinates were established by GPS observations
GS0222.and adjusted by the Woolpert Consultants in March 1997.
GS0222
GS0222.The orthometric height was determined by GPS observations.
GS0222
GS0222
GS0222.The geoid height was determined by GEOID93.
GS0222
GS0222; North East Scale Converg.
GS0222;SPC OH N - 146085.671 679843.215 0.99994030 +0 37 23.81 MT
GS0222;SPC OH N - 479282.739 2230452.281 US SURVEY FEET
GS0222
GS0222_STATION MARK IS A SURVEY DISK
GS0222_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0222_THE MARK IS STAMPED: SUMMIT COUNTY GIS 222
GS0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0222+STABILITY: SURFACE MOTION
GS0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0222+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0222
GS0222 HISTORY - Year Condition Recov. By
GS0222 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0222 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0222
GS0222 STATION DESCRIPTION
GS0222
GS0222'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0222'THE STATION IS LOCATED ON THE NORTH SIDE OF REX LAKE ROAD 210' WEST
GS0222'OF THE INTERSECTION OF REX LAKE ROAD 19.0' NORTHEAST OF THE
GS0222'CENTERLINE OF PAVEMENT OF REX LAKE ROAD 21.0' SOUTHEAST OF A POWER
GS0222'POLE #81387 89.5' WEST OF A POWER POLE 42' NORTHWEST OF A 15"
GS0222'MULBERRY AND 85' NORTHEAST OF THE CORNER OF A CHAIN FENCE.
GS0222
|
|
|
|
|
|
|
|
|
|
|
|
2230452.75
|
479283.40625
|
0101000020960E0000D0260B245A044141A2A909F4CA401D41
|
true
|
2012-10-10 06:49:00 -0400
|
false
|
40.97830016666666666667
|
-81.55124855
|
-81.55124855
|
40.9783001666665
|
2230452.28159032
|
479282.73831811
|
679843.21511516
|
146085.670810686
|
466
|
466
|
SUMMIT COUNTY GIS 223
|
GS0223
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
223
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD SCEHISTORY - 2013 GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
34.81464
|
N
|
81
|
31
|
3.94457
|
W
|
ADJUSTED
|
-33.32
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
145898.923
|
682663.618
|
0.9999404
|
+
|
0
|
38
|
43.0
|
|
MT
|
C
|
|
|
|
319.431
|
1048.0
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF TURKEYFOOT LAKE ROAD
(S.R. 619) APPROX. 1300' EAST OF MAIN STREET 33.0' NORTHWEST OF
CENTERLINE OF PAVEMENT OF TURKEYFOOT LAKE ROAD 119.0' SOUTHEAST OF
A POWER POLE 98.5' WEST OF A POWER POLE AND 85' WEST OF CENTERLINE
OF A DRIVEWAY FOR HOUSE #125 TURKEYFOOT LAKE ROAD. 25.3 FEET SOUTH OF A 36" MAPLE
|
2018-05-17 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0223 ***********************************************************************
GS0223 DESIGNATION - SUMMIT COUNTY GIS 223
GS0223 PID - GS0223
GS0223 STATE/COUNTY- OH/SUMMIT
GS0223 USGS QUAD - CANAL FULTON
GS0223
GS0223 HORZ DATUM - NAD 83(1986)
GS0223 VERT DATUM - NGVD 88
GS0223
GS0223 POSITION - 40 58 34.81464(N) 081 31 03.94457(W) ADJUSTED
GS0223 83 minus 27 -
GS0223
GS0223 HEIGHT - 319.431 (meters) 1048.000 (feet) GPS OBS
GS0223 88 minus 29 -
GS0223 ***********************************************************************
GS0223 LAPLACE CORR-
GS0223 GEOID HEIGHT- -33.327
GS0223
GS0223 HORZ ORDER - FIRST
GS0223 VERT ORDER - THIRD
GS0223
GS0223.The horizontal coordinates were established by GPS observations
GS0223.and adjusted by the Woolpert Consultants in March 1997.
GS0223
GS0223.The orthometric height was determined by GPS observations.
GS0223
GS0223
GS0223.The geoid height was determined by GEOID93.
GS0223
GS0223; North East Scale Converg.
GS0223;SPC OH N - 145898.923 682663.618 0.99994040 +0 38 43.01 MT
GS0223;SPC OH N - 478670.050 2239705.553 US SURVEY FEET
GS0223
GS0223_STATION MARK IS A SURVEY DISK
GS0223_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0223_THE MARK IS STAMPED: SUMMIT COUNTY GIS 223
GS0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0223+STABILITY: SURFACE MOTION
GS0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0223+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0223
GS0223 HISTORY - Year Condition Recov. By
GS0223 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0223
GS0223 STATION DESCRIPTION
GS0223
GS0223'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0223'THE STATION IS LOCATED ON THE NORTH SIDE OF TURKEYFOOT LAKE ROAD
GS0223'(S.R. 619) APPROX. 1300' EAST OF MAIN STREET 33.0' NORTHWEST OF
GS0223'CENTERLINE OF PAVEMENT OF TURKEYFOOT LAKE ROAD 119.0' SOUTHEAST OF
GS0223'A POWER POLE 98.5' WEST OF A POWER POLE AND 85' WEST OF CENTERLINE
GS0223'OF A DRIVEWAY FOR HOUSE #125 TURKEYFOOT LAKE ROAD.
GS0223
|
|
|
|
|
|
|
|
|
|
|
|
2239705.75
|
478670.0625
|
0101000020960E0000B415C5C66C1641416A47163138371D41
|
true
|
2013-07-18 06:34:00 -0400
|
false
|
40.9763374
|
-81.51776238055555555556
|
-81.5177623805556
|
40.9763373999999
|
2239705.55288955
|
478670.04793655
|
682663.61784797
|
145898.92240889
|
467
|
467
|
SUMMIT COUNTY GIS 224
|
GS0224
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
224
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY: 1994 STATION MONUMENTED WOOLPERT CONSULTANTS:, recovered 2005 by SCE, recovered 2007 by SCEHISTORY 2013 GOOD SUMMIT COUNTY SURVEY CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
58
|
28.23519
|
N
|
81
|
29
|
1.82539
|
W
|
ADJUSTED
|
-33.33
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
145728.691
|
685520.679
|
0.9999405
|
+
|
0
|
40
|
3.23
|
|
MT
|
C
|
|
|
|
347.427
|
1139.85
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
Revised by SCE 2007
The station is located at address 1105 Turkeyfoot Lake Road (SR 619), 0.15 miles west of Molly Drive: 33.9' east of power pole #GR2255, 56.5' west of the northwest corner of a headwall, 93.1' northeast of a power pole #90/15, 71'northwest of an 18" pine tree, 27.1 feet north of the centerline of SR619. Monument is now buried about 15 inches.
|
2018-06-04 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0224 ***********************************************************************
GS0224 DESIGNATION - SUMMIT COUNTY GIS 224
GS0224 PID - GS0224
GS0224 STATE/COUNTY- OH/SUMMIT
GS0224 USGS QUAD - NORTH CANTON
GS0224
GS0224 HORZ DATUM - NAD 83(1986)
GS0224 VERT DATUM - NGVD 88
GS0224
GS0224 POSITION - 40 58 28.23519(N) 081 29 01.82539(W) ADJUSTED
GS0224 83 minus 27 -
GS0224
GS0224 HEIGHT - 347.427 (meters) 1139.850 (feet) GPS OBS
GS0224 88 minus 29 -
GS0224 ***********************************************************************
GS0224 LAPLACE CORR-
GS0224 GEOID HEIGHT- -33.337
GS0224
GS0224 HORZ ORDER - FIRST
GS0224 VERT ORDER - THIRD
GS0224
GS0224.The horizontal coordinates were established by GPS observations
GS0224.and adjusted by the Woolpert Consultants in March 1997.
GS0224
GS0224.The orthometric height was determined by GPS observations.
GS0224
GS0224
GS0224.The geoid height was determined by GEOID93.
GS0224
GS0224; North East Scale Converg.
GS0224;SPC OH N - 145728.691 685520.679 0.99994050 +0 40 3.238 MT
GS0224;SPC OH N - 478111.547 2249079.094 US SURVEY FEET
GS0224
GS0224_STATION MARK IS A SURVEY DISK
GS0224_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0224_THE MARK IS STAMPED: SUMMIT COUNTY GIS 224
GS0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0224+STABILITY: SURFACE MOTION
GS0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0224+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0224
GS0224 HISTORY - Year Condition Recov. By
GS0224 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0224
GS0224 STATION DESCRIPTION
GS0224
GS0224'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0224'THE STATION IS LOCATED ON THE NORTH SIDE OF TURKEYFOOT LAKE ROAD
GS0224'(S.R. 619) .15 MILES WEST OF MOLLY DRIVE. IT IS ALSO 27.1' NORTH
GS0224'OF CENTERLINE OF TURKEYFOOT LAKE ROAD 33.9' EAST OF A POWER POLE
GS0224'#GR2255 56.5' WEST OF THE NORTHWEST CORNER OF A HEADWALL 93.1'
GS0224'NORTHEAST OF A POWER POLE #90/15 AND 71' NORTHWEST OF AN 18"
GS0224'PINE TREE.
GS0224
|
|
|
|
|
|
|
|
|
|
|
|
2249079.0
|
478111.6875
|
0101000020960E0000C01DEE8BBB2841418257FB307E2E1D41
|
true
|
2013-09-03 02:47:00 -0400
|
false
|
40.974509775
|
-81.48384038611111111111
|
-81.4838403861111
|
40.9745097749998
|
2249079.09320423
|
478111.547833793
|
685520.678650006
|
145728.691237106
|
468
|
468
|
SUMMIT COUNTY GIS 225
|
GS0225
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
225
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2005 GOOD SCEHISTORY - 2012 GOOD SCE 2015 GOOD SCE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
57.79624
|
N
|
81
|
27
|
2.56036
|
W
|
ADJUSTED
|
-33.34
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
144822.845
|
688320.016
|
0.9999407
|
+
|
0
|
41
|
21.5
|
|
MT
|
C
|
|
|
|
344.506
|
1130.267
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF RABER ROAD 52.8' EAST
OF TROON DRIVE ENTRANCE TO PRESTWICK ESTATES APPROX. 2000' WEST OF
THE ENTRANCE TO MAYFAIR COUNTRY CLUB. IT IS ALSO 77.0' NORTH OF A
POWER POLE #GR-5110, 11.8' SOUTHEAST OF THE END OF A 12" CONCRETE PIPE, 27.0'
NORTHWEST OF THE NORTH END OF A 36" CMP RUNNING UNDER RABER ROAD.
5 FEET NORTH OF A METRO BUS STOP SIGN POST
|
2018-12-26 00:00:00 -0500
|
SCE
|
Good
|
FAIR
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0225 ***********************************************************************
GS0225 DESIGNATION - SUMMIT COUNTY GIS 225
GS0225 PID - GS0225
GS0225 STATE/COUNTY- OH/SUMMIT
GS0225 USGS QUAD - NORTH CANTON
GS0225
GS0225 HORZ DATUM - NAD 83(1986)
GS0225 VERT DATUM - NGVD 88
GS0225
GS0225 POSITION - 40 57 57.79624(N) 081 27 02.56036(W) ADJUSTED
GS0225 83 minus 27 -
GS0225
GS0225 HEIGHT - 344.506 (meters) 1130.267 (feet) GPS OBS
GS0225 88 minus 29 -
GS0225 ***********************************************************************
GS0225 LAPLACE CORR-
GS0225 GEOID HEIGHT- -33.342
GS0225
GS0225 HORZ ORDER - FIRST
GS0225 VERT ORDER - THIRD
GS0225
GS0225.The horizontal coordinates were established by GPS observations
GS0225.and adjusted by the Woolpert Consultants in March 1997.
GS0225
GS0225.The orthometric height was determined by GPS observations.
GS0225
GS0225
GS0225.The geoid height was determined by GEOID93.
GS0225
GS0225; North East Scale Converg.
GS0225;SPC OH N - 144822.845 688320.016 0.99994070 +0 41 21.59 MT
GS0225;SPC OH N - 475139.617 2258263.252 US SURVEY FEET
GS0225
GS0225_STATION MARK IS A SURVEY DISK
GS0225_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0225_THE MARK IS STAMPED: SUMMIT COUNTY GIS 225
GS0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0225+STABILITY: SURFACE MOTION
GS0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0225+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0225
GS0225 HISTORY - Year Condition Recov. By
GS0225 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0225
GS0225 STATION DESCRIPTION
GS0225
GS0225'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0225'THE STATION IS LOCATED ON THE NORTH SIDE OF RABER ROAD 52.8' EAST
GS0225'OF TOON DRIVE ENTRANCE TO PRESTWICK ESTATES APPROX. 2000' WEST OF
GS0225'THE ENTRANCE TO MAYFAIR COUNTRY CLUB. IT IS ALSO 77.0' NORTH OF A
GS0225'POWER POLE 11.8' SOUTHEAST OF THE END OF A 12" CONCRETE PIPE 27.0'
GS0225'NORTHWEST OF THENORTH END OF A 36" CMP RUNNING UNDER RABER ROAD.
GS0225
|
|
|
|
|
|
|
|
|
|
|
|
2258262.5
|
475139.0625
|
0101000020960E0000AD7855A0AB3A41416D2DE2770E001D41
|
true
|
2012-10-03 07:11:00 -0400
|
false
|
40.96605451111111111111
|
-81.45071121111111111111
|
-81.4507112111111
|
40.9660545111109
|
2258263.25260838
|
475139.617073736
|
688320.016035066
|
144822.844929746
|
469
|
469
|
SUMMIT COUNTY GIS 226
|
GS0226
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
226
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 NOT RECOVERED COSE SURVEY CREWHISTORY - 2005 Unable to Locate - GBCHISTORY - 2012 Unable to Locate - SCEHISTORY - 2013 Unable to Locate - SCE 2015 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
55.53056
|
N
|
81
|
25
|
51.96869
|
W
|
ADJUSTED
|
-33.35
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
144773.005
|
689971.289
|
0.9999408
|
+
|
0
|
42
|
7.96
|
|
MT
|
C
|
|
|
|
330.76
|
1085.168
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF RABER ROAD 500' EAST OF
TWIN PINES DRIVE 99.3' EAST OF A POWER POLE 123.2' WEST OF A POWER
POLE AND 105.9' NORTHEAST OF A POWER POLE. IT IS ALSO WEST OF A
DRIVEWAY FOR HOUSE #2551 RABER ROAD.
POSSIBLY DESTROYED WHEN A WATER LINE WAS INSTALLED IN THIS AREA.
|
2015-10-21 00:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0226 ***********************************************************************
GS0226 DESIGNATION - SUMMIT COUNTY GIS 226
GS0226 PID - GS0226
GS0226 STATE/COUNTY- OH/SUMMIT
GS0226 USGS QUAD - NORTH CANTON
GS0226
GS0226 HORZ DATUM - NAD 83(1986)
GS0226 VERT DATUM - NGVD 88
GS0226
GS0226 POSITION - 40 57 55.53056(N) 081 25 51.96869(W) ADJUSTED
GS0226 83 minus 27 -
GS0226
GS0226 HEIGHT - 330.760 (meters) 1085.168 (feet) GPS OBS
GS0226 88 minus 29 -
GS0226 ***********************************************************************
GS0226 LAPLACE CORR-
GS0226 GEOID HEIGHT- -33.352
GS0226
GS0226 HORZ ORDER - FIRST
GS0226 VERT ORDER - THIRD
GS0226
GS0226.The horizontal coordinates were established by GPS observations
GS0226.and adjusted by the Woolpert Consultants in March 1997.
GS0226
GS0226.The orthometric height was determined by GPS observations.
GS0226
GS0226
GS0226.The geoid height was determined by GEOID93.
GS0226
GS0226; North East Scale Converg.
GS0226;SPC OH N - 144773.005 689971.289 0.99994080 +0 42 7.965 MT
GS0226;SPC OH N - 474976.101 2263680.804 US SURVEY FEET
GS0226
GS0226_STATION MARK IS A SURVEY DISK
GS0226_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0226_THE MARK IS STAMPED: SUMMIT COUNTY GIS 226
GS0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0226+STABILITY: SURFACE MOTION
GS0226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0226+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0226
GS0226 HISTORY - Year Condition Recov. By
GS0226 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0226
GS0226 STATION DESCRIPTION
GS0226
GS0226'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0226'THE STATION IS LOCATED ON THE NORTH SIDE OF RABER ROAD 500' EAST OF
GS0226'TWIN PPINES DRIVE 99.3' EAST OF A POWER POLE 123.2' WEST OF A POWER
GS0226'POLE AND 105.9' NORTHEAST OF A POWER POLE. IT IS ALSO WEST OF A
GS0226'DRIVEWAY FOR HOUSE #2551 RABER ROAD.
GS0226
|
|
|
|
|
|
|
|
|
|
|
|
2263681.75
|
474975.53125
|
0101000020960E0000EE50DE664045414158E88D6780FD1C41
|
true
|
2013-09-11 08:48:00 -0400
|
false
|
40.96542515555555555556
|
-81.43110241388888888889
|
-81.4311024138889
|
40.9654251555554
|
2263680.80365955
|
474976.101127272
|
689971.288898008
|
144773.005169584
|
470
|
470
|
SUMMIT COUNTY GIS 227
|
GS0227
|
OH
|
Summit
|
NORTH CANTON
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
227
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2006 Reported destroyed by City of Green
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
29.29909
|
N
|
81
|
25
|
16.68046
|
W
|
ADJUSTED
|
-33.35
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
143974.082
|
690806.333
|
0.9999409
|
+
|
0
|
42
|
31.1
|
|
MT
|
C
|
|
|
|
340.553
|
1117.298
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF KRIEGHBAUM ROAD APPROX.
500' SOUTH OF GRAYBILL ROAD 71.8' SOUTH OF A POWER POLE 123.6'
NORTH OF A POWER POLE 70.4' NORTHWEST OF A POWER POLE.
POSSIBLY UNDER WATER.
|
2006-05-01 20:00:00 -0400
|
City of Green
|
Destroyed
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0227 ***********************************************************************
GS0227 DESIGNATION - SUMMIT COUNTY GIS 227
GS0227 PID - GS0227
GS0227 STATE/COUNTY- OH/SUMMIT
GS0227 USGS QUAD - NORTH CANTON
GS0227
GS0227 HORZ DATUM - NAD 83(1986)
GS0227 VERT DATUM - NGVD 88
GS0227
GS0227 POSITION - 40 57 29.29909(N) 081 25 16.68046(W) ADJUSTED
GS0227 83 minus 27 -
GS0227
GS0227 HEIGHT - 340.553 (meters) 1117.298 (feet) GPS OBS
GS0227 88 minus 29 -
GS0227 ***********************************************************************
GS0227 LAPLACE CORR-
GS0227 GEOID HEIGHT- -33.350
GS0227
GS0227 HORZ ORDER - FIRST
GS0227 VERT ORDER - THIRD
GS0227
GS0227.The horizontal coordinates were established by GPS observations
GS0227.and adjusted by the Woolpert Consultants in March 1997.
GS0227
GS0227.The orthometric height was determined by GPS observations.
GS0227
GS0227
GS0227.The geoid height was determined by GEOID93.
GS0227
GS0227; North East Scale Converg.
GS0227;SPC OH N - 143974.082 690806.333 0.99994090 +0 42 31.14 MT
GS0227;SPC OH N - 472354.967 2266420.444 US SURVEY FEET
GS0227
GS0227_STATION MARK IS A SURVEY DISK
GS0227_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0227_THE MARK IS STAMPED: SUMMIT COUNTY GIS 227
GS0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0227+STABILITY: SURFACE MOTION
GS0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0227+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0227
GS0227 HISTORY - Year Condition Recov. By
GS0227 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0227
GS0227 STATION DESCRIPTION
GS0227
GS0227'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0227'THE STATION IS LOCATED ON THE WEST SIDE OF KRIEGHBAUM ROAD APPROX.
GS0227'500' SOUTH OF GRAYBILL ROAD 71.8' SOUTH OF A POWER POLE 123.6'
GS0227'NORTH OF A POWER POLE 70.4' NORTHWEST OF A POWER POLE.
GS0227
|
|
|
|
|
|
|
|
|
|
|
|
2266419.75
|
472354.5625
|
0101000020960E0000AEB8D0389A4A4141034BA0DF8BD41C41
|
false
|
2006-05-02 05:18:00 -0400
|
false
|
40.95813863611111111111
|
-81.42130012777777777778
|
-81.4213001277778
|
40.9581386361109
|
2266420.44386967
|
472354.968384907
|
690806.332904142
|
143974.082311866
|
471
|
471
|
SUMMIT COUNTY GIS 228
|
GS0228
|
OH
|
Summit
|
DOYLESTOWN
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
228
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2002 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2005 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2015 GOOD SCE - 2018 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
28.91938
|
N
|
81
|
38
|
51.24374
|
W
|
ADJUSTED
|
-33.25
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
143751.492
|
671759.641
|
0.9999409
|
+
|
0
|
33
|
36.0
|
|
MT
|
C
|
|
|
|
356.889
|
1170.893
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 26.7' EAST OF CENTERLINE OF PAVEMENT OF TAYLOR ROAD AND 29.8' SOUTH OF CENTERLINE OF PAVEMENT OF BAUGHMAN ROAD. IT IS ALSO 79.5' SOUTHEAST OF POWER POLE #894 AND 247.8' NORTHEAST OF A POWER POLE, 53' SOUTHWEST OF A POWER POLE #781/17, 37.5' WEST OF A POWER POLE #FS935 AND 9' SOUTHWEST FROM A FENCE CORNER. 5.5' WEST OF 3 RAIL FENCE
|
2022-01-21 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0228 ***********************************************************************
GS0228 DESIGNATION - SUMMIT COUNTY GIS 228
GS0228 PID - GS0228
GS0228 STATE/COUNTY- OH/SUMMIT
GS0228 USGS QUAD - DOYLESTOWN
GS0228
GS0228 HORZ DATUM - NAD 83(1986)
GS0228 VERT DATUM - NGVD 88
GS0228
GS0228 POSITION - 40 57 28.91938(N) 081 38 51.24374(W) ADJUSTED
GS0228 83 minus 27 -
GS0228
GS0228 HEIGHT - 356.889 (meters) 1170.893 (feet) GPS OBS
GS0228 88 minus 29 -
GS0228 ***********************************************************************
GS0228 LAPLACE CORR-
GS0228 GEOID HEIGHT- -33.250
GS0228
GS0228 HORZ ORDER - FIRST
GS0228 VERT ORDER - THIRD
GS0228
GS0228.The horizontal coordinates were established by GPS observations
GS0228.and adjusted by the Woolpert Consultants in March 1997.
GS0228
GS0228.The orthometric height was determined by GPS observations.
GS0228
GS0228
GS0228.The geoid height was determined by GEOID93.
GS0228
GS0228; North East Scale Converg.
GS0228;SPC OH N - 143751.492 671759.641 0.99994090 +0 33 36.02 MT
GS0228;SPC OH N - 471624.687 2203931.422 US SURVEY FEET
GS0228
GS0228_STATION MARK IS A SURVEY DISK
GS0228_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0228_THE MARK IS STAMPED: SUMMIT COUNTY GIS 228
GS0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0228+STABILITY: SURFACE MOTION
GS0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0228+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0228
GS0228 HISTORY - Year Condition Recov. By
GS0228 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0228 HISTORY - 2000 GOOD COSE
GS0228
GS0228 STATION DESCRIPTION
GS0228
GS0228'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0228'THE STATION IS LOCATED 26.7' EAST OF CENTERLINE OF PAVEMENT OF
GS0228'TAYLOR ROAD AND 29.8' SOUTH OF CENTERLINE OF PAVEMENT OF BAUGHMAN
GS0228'ROAD. IT IS ALSO 79.5' SOUTHEAST OF A POWER POLE 247.8' NORTHEAST
GS0228'OF A POWER POLE 53' SOUTHWEST OF A POWER POLE #781/17 37.5' WEST OF
GS0228'A POWER POLE #FS935 AND 9' SOUTHWEST FROM A FENCE CORNER.
GS0228
|
|
|
|
|
|
|
|
|
|
|
|
2203931.5
|
471625.1875
|
0101000020960E0000820FEFB58DD04041689912BF22C91C41
|
true
|
2013-08-23 03:16:00 -0400
|
false
|
40.95803316111111111111
|
-81.64756770555555555555
|
-81.6475677055556
|
40.958033161111
|
2203931.42135805
|
471624.686594388
|
671759.640749215
|
143751.491976936
|
472
|
472
|
SUMMIT COUNTY GIS 229
|
GS0229
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
229
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW 2015 GOOD SCE - 2018 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
39.2752
|
N
|
81
|
37
|
17.69828
|
W
|
ADJUSTED
|
-33.26
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
144092.62
|
673943.813
|
0.9999409
|
+
|
0
|
34
|
37.4
|
|
MT
|
C
|
|
|
|
302.219
|
991.53
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.2' EAST OF CENTERLINE OF PAVEMENT OF
FAIRLAND ROAD AND .6 MILES SOUTH OF GRILL ROAD. IT IS ALSO 42.5'
SOUTH OF POWER POLE #FS-2312 AND 70.6' NORTH OF POWER POLE
#608/30 AND 102' NORTH OF A DRIVEWAY FOR HOUSES #6179/6189/6199 FAIRLAND ROAD.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0229 ***********************************************************************
GS0229 DESIGNATION - SUMMIT COUNTY GIS 229
GS0229 PID - GS0229
GS0229 STATE/COUNTY- OH/SUMMIT
GS0229 USGS QUAD - CANAL FULTON
GS0229
GS0229 HORZ DATUM - NAD 83(1986)
GS0229 VERT DATUM - NGVD 88
GS0229
GS0229 POSITION - 40 57 39.27520(N) 081 37 17.69828(W) ADJUSTED
GS0229 83 minus 27 -
GS0229
GS0229 HEIGHT - 302.219 (meters) 991.530 (feet) GPS OBS
GS0229 88 minus 29 -
GS0229 ***********************************************************************
GS0229 LAPLACE CORR-
GS0229 GEOID HEIGHT- -33.265
GS0229
GS0229 HORZ ORDER - FIRST
GS0229 VERT ORDER - THIRD
GS0229
GS0229.The horizontal coordinates were established by GPS observations
GS0229.and adjusted by the Woolpert Consultants in March 1997.
GS0229
GS0229.The orthometric height was determined by GPS observations.
GS0229
GS0229
GS0229.The geoid height was determined by GEOID93.
GS0229
GS0229; North East Scale Converg.
GS0229;SPC OH N - 144092.620 673943.813 0.99994090 +0 34 37.47 MT
GS0229;SPC OH N - 472743.871 2211097.326 US SURVEY FEET
GS0229
GS0229_STATION MARK IS A SURVEY DISK
GS0229_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0229_THE MARK IS STAMPED: SUMMIT COUNTY GIS 229
GS0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0229+STABILITY: SURFACE MOTION
GS0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0229+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0229
GS0229 HISTORY - Year Condition Recov. By
GS0229 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0229 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0229
GS0229 STATION DESCRIPTION
GS0229
GS0229'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0229'THE STATION IS LOCATED 21.2' EAST OF CENTERLINE OF PAVEMENT OF
GS0229'FAIRLAND ROAD AND .6 MILES SOUTH OF GRILL ROAD. IT IS ALSO 42.5'
GS0229'SOUTH OF A POWER POLE 70.6' NORTH OF A POWER POLE AND 102' NORTH OF
GS0229'A DRIVEWAY FOR HOUSE #6179 FAIRLAND ROAD.
GS0229
|
|
|
|
|
|
|
|
|
|
|
|
2211097.5
|
472744.25
|
0101000020960E00009FE2BCA98CDE4041874F357C9FDA1C41
|
true
|
2012-10-19 07:15:00 -0400
|
false
|
40.96090977777777777778
|
-81.62158285555555555556
|
-81.6215828555556
|
40.9609097777776
|
2211097.32607682
|
472743.871297114
|
673943.81287584
|
144092.620156585
|
473
|
473
|
SUMMIT COUNTY GIS 230
|
GS0230
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
230
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW 2015 GOOD SCE - 2018 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
25.13732
|
N
|
81
|
36
|
27.66647
|
W
|
ADJUSTED
|
-33.26
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
143668.418
|
675118.124
|
0.999941
|
+
|
0
|
35
|
10.3
|
|
MT
|
C
|
|
|
|
299.25
|
981.789
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 20.4' WEST OF CENTERLINE OF PAVEMENT OF
VAN BUREN ROAD AND .5 MILES NORTH OF THE POINT OF INTERSECTION OF
VAN BUREN AND CENTER ROADS. IT IS ALSO 39.5' SOUTH OF A POWER POLE #FS-2751,
202.3' NORTH OF A POWER POLE. IT IS ALSO 16 FEET SOUTH OF GAS LINE MARKER #55. IN GRAVEL DRIVE TO HOUSE #6052.
GOOD FOR GPS.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0230 ***********************************************************************
GS0230 DESIGNATION - SUMMIT COUNTY GIS 230
GS0230 PID - GS0230
GS0230 STATE/COUNTY- OH/SUMMIT
GS0230 USGS QUAD - CANAL FULTON
GS0230
GS0230 HORZ DATUM - NAD 83(1986)
GS0230 VERT DATUM - NGVD 88
GS0230
GS0230 POSITION - 40 57 25.13732(N) 081 36 27.66647(W) ADJUSTED
GS0230 83 minus 27 -
GS0230
GS0230 HEIGHT - 299.250 (meters) 981.789 (feet) GPS OBS
GS0230 88 minus 29 -
GS0230 ***********************************************************************
GS0230 LAPLACE CORR-
GS0230 GEOID HEIGHT- -33.265
GS0230
GS0230 HORZ ORDER - FIRST
GS0230 VERT ORDER - THIRD
GS0230
GS0230.The horizontal coordinates were established by GPS observations
GS0230.and adjusted by the Woolpert Consultants in March 1997.
GS0230
GS0230.The orthometric height was determined by GPS observations.
GS0230
GS0230
GS0230.The geoid height was determined by GEOID93.
GS0230
GS0230; North East Scale Converg.
GS0230;SPC OH N - 143668.418 675118.124 0.99994100 +0 35 10.34 MT
GS0230;SPC OH N - 471352.135 2214950.045 US SURVEY FEET
GS0230
GS0230_STATION MARK IS A SURVEY DISK
GS0230_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0230_THE MARK IS STAMPED: SUMMIT COUNTY GIS 230
GS0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0230+STABILITY: SURFACE MOTION
GS0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0230+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0230
GS0230 HISTORY - Year Condition Recov. By
GS0230 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0230 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0230
GS0230 STATION DESCRIPTION
GS0230
GS0230'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0230'THE STATION IS LOCATED 20.4' WEST OF CENTERLINE OF PAVEMENT OF
GS0230'VAN BUREN ROAD AND .5 MILES NORTH OF THE POINT OF INTERSECTION OF
GS0230'VAN BUREN AND CENTER ROADS. IT IS ALSO 39.5' SOUTH OF A POWER POLE #FS-2751
GS0230'202.3' NORTH OF A POWER POLE. IT IS ALSO 16" SOUTH OF GAS LINE MARKER #55.
GS0230
|
|
|
|
|
|
|
|
|
|
|
|
2214949.0
|
471351.78125
|
0101000020960E000034E3860513E64041AC403C8BE0C41C41
|
true
|
2012-10-19 10:16:00 -0400
|
false
|
40.95698258888888888889
|
-81.60768513055555555556
|
-81.6076851305555
|
40.9569825888887
|
2214950.04317894
|
471352.135972033
|
675118.123397188
|
143668.418381097
|
474
|
474
|
SUMMIT COUNTY GIS 231
|
GS0231
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
231
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2018- GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
33.84388
|
N
|
81
|
34
|
23.92785
|
W
|
ADJUSTED
|
-33.28
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
143967.143
|
678008.702
|
0.9999409
|
+
|
0
|
36
|
31.6
|
|
MT
|
C
|
|
|
|
346.258
|
1136.015
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE EAST SIDE OF DONNER ROAD APPROX. 700'
NORTH OF WHITWOOD BELOW WIRES STRUNG BETWEEN METAL TRANSMISSION
TOWERS, 20.9' EAST OF CENTERLINE OF PAVEMENT OF DONNER ROAD, 112.4' SOUTH OF
A POWER POLE, 86.7' NORTH OF A POWER POLE, 83.6' NORTHWEST OF THE
SOUTHWEST CORNER OF AN ELECTRICAL TRANSMISSION TOWER ,129' SOUTHWEST
OF THE SOUTHWEST CORNER OF A GARAGE FOR HOUSE #5411 DONNER DRIVE AND
119.50' NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE FOR HOUSE
#5435 DONNER DRIVE.
GOOD FOR GPS.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0231 ***********************************************************************
GS0231 DESIGNATION - SUMMIT COUNTY GIS 231
GS0231 PID - GS0231
GS0231 STATE/COUNTY- OH/SUMMIT
GS0231 USGS QUAD - CANAL FULTON
GS0231
GS0231 HORZ DATUM - NAD 83(1986)
GS0231 VERT DATUM - NGVD 88
GS0231
GS0231 POSITION - 40 57 33.84388(N) 081 34 23.92785(W) ADJUSTED
GS0231 83 minus 27 -
GS0231
GS0231 HEIGHT - 346.258 (meters) 1136.015 (feet) GPS OBS
GS0231 88 minus 29 -
GS0231 ***********************************************************************
GS0231 LAPLACE CORR-
GS0231 GEOID HEIGHT- -33.284
GS0231
GS0231 HORZ ORDER - FIRST
GS0231 VERT ORDER - THIRD
GS0231
GS0231.The horizontal coordinates were established by GPS observations
GS0231.and adjusted by the Woolpert Consultants in March 1997.
GS0231
GS0231.The orthometric height was determined by GPS observations.
GS0231
GS0231
GS0231.The geoid height was determined by GEOID93.
GS0231
GS0231; North East Scale Converg.
GS0231;SPC OH N - 143967.143 678008.702 0.99994090 +0 36 31.63 MT
GS0231;SPC OH N - 472332.202 2224433.550 US SURVEY FEET
GS0231
GS0231_STATION MARK IS A SURVEY DISK
GS0231_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0231_THE MARK IS STAMPED: SUMMIT COUNTY GIS 231
GS0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0231+STABILITY: SURFACE MOTION
GS0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0231+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0231
GS0231 HISTORY - Year Condition Recov. By
GS0231 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0231 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0231
GS0231 STATION DESCRIPTION
GS0231
GS0231'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0231'THE STATION IS LOCATED ON THE WEST SIDE OF DONNER ROAD APPROX. 700'
GS0231'OF WHITEWOOD BELOW WIRES STRUNG BETWEEN METAL TRANSMISSION TOWERS
GS0231'20.9' EAST OF CENTERLINE OF PAVEMENT OF DONNER ROAD 112.4' SOUTH OF
GS0231'A POWER POLE 86.7' NORTH OF A POWER POLE 83.6' NORTHWEST OF THE
GS0231'SOUTHWEST CORNER OF AN ELECTRICAL TRANSMISSION TOWER 129' SOUTHWEST
GS0231'OF THE SOUTHWEST CORNER OF A GARAGE FOR HOUSE #5411 DONNER DRIVE AND
GS0231'119.50' NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE FOR HOUSE
GS0231'#5435 DONNER DRIVE.
GS0231
|
|
|
|
|
|
|
|
|
|
|
|
2224434.25
|
472331.875
|
0101000020960E000067F671C698F84041DE4373CD30D41C41
|
true
|
2012-10-19 07:12:00 -0400
|
false
|
40.95940107777777777778
|
-81.57331329166666666667
|
-81.5733132916667
|
40.9594010777776
|
2224433.55035286
|
472332.200635014
|
678008.702164956
|
143967.14268782
|
475
|
475
|
SUMMIT COUNTY GIS 232
|
GS0232
|
OH
|
Summit
|
AKRON WEST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
232
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2012 GOOD SCE HISTORY 2016 DESTROYED SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
3
|
42.00656
|
N
|
81
|
30
|
31.44555
|
W
|
ADJUSTED
|
-33.44
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
155382.716
|
683315.629
|
0.9999391
|
+
|
0
|
39
|
4.36
|
|
MT
|
C
|
|
|
|
320.148
|
1050.352
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF SOUTH ST. AND SPICER.
IT IS 75.8' EAST OF A FENCE CORNER, 7.7' SOUTH OF A FENCE, 13.36' WEST OF A FENCE.
IT IS 39.9' SOUTHWEST OF A POWER POLE, AND 81.61' SOUTHWEST OF A LARGE POWER POLE ON PROPERTY OWNED BY THE SUMMIT COUNTY ENGINEER.
|
2016-05-19 00:00:00 -0400
|
SCE
|
Destroyed
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0232 ***********************************************************************
GS0232 DESIGNATION - SUMMIT COUNTY GIS 232
GS0232 PID - GS0232
GS0232 STATE/COUNTY- OH/SUMMIT
GS0232 USGS QUAD - AKRON WEST
GS0232
GS0232 HORZ DATUM - NAD 83(1986)
GS0232 VERT DATUM - NGVD 88
GS0232
GS0232 POSITION - 41 03 42.00656(N) 081 30 31.44555(W) ADJUSTED
GS0232 83 minus 27 -
GS0232
GS0232 HEIGHT - 320.148 (meters) 1050.352 (feet) GPS OBS
GS0232 88 minus 29 -
GS0232 ***********************************************************************
GS0232 LAPLACE CORR-
GS0232 GEOID HEIGHT- -33.446
GS0232
GS0232 HORZ ORDER - FIRST
GS0232 VERT ORDER - THIRD
GS0232
GS0232.The horizontal coordinates were established by GPS observations
GS0232.and adjusted by the Woolpert Consultants in March 1997.
GS0232
GS0232.The orthometric height was determined by GPS observations.
GS0232
GS0232
GS0232.The geoid height was determined by GEOID93.
GS0232
GS0232; North East Scale Converg.
GS0232;SPC OH N - 155382.716 683315.629 0.99993910 +0 39 4.362 MT
GS0232;SPC OH N - 509784.794 2241844.693 US SURVEY FEET
GS0232
GS0232_STATION MARK IS A SURVEY DISK
GS0232_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0232_THE MARK IS STAMPED: SUMMIT COUNTY GIS 232
GS0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0232+STABILITY: SURFACE MOTION
GS0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0232+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0232
GS0232 HISTORY - Year Condition Recov. By
GS0232 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0232
GS0232 STATION DESCRIPTION
GS0232
GS0232'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0232'THE STATION IS LOCATED
GS0232
|
|
|
|
|
|
|
|
|
|
|
|
2241844.5
|
509784.75
|
0101000020960E0000365982589A1A41417314C22C631D1F41
|
true
|
2012-05-01 08:59:00 -0400
|
false
|
41.06166848888888888889
|
-81.508734875
|
-81.508734875
|
41.0616684888887
|
2241844.69147792
|
509784.793709106
|
683315.628593727
|
155382.71588795
|
476
|
476
|
SUMMIT COUNTY GIS 233
|
GS0233
|
OH
|
Summit
|
AKRON EAST
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
233
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2012 GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
6
|
35.51511
|
N
|
81
|
27
|
40.03639
|
W
|
ADJUSTED
|
-33.52
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
160781.113
|
687253.609
|
0.9999394
|
+
|
0
|
40
|
56.9
|
|
MT
|
C
|
|
|
|
326.562
|
1071.396
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 17.3' EAST OF THOMAS ROAD AT THE ENTRANCE TO
SAXON VILLAGE APARTMENTS 49.5' SOUTH OF A POWER POLE AND 85.4'
NORTH OF A FIRE HYDRANT.
|
2022-01-26 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0233 ***********************************************************************
GS0233 DESIGNATION - SUMMIT COUNTY GIS 233
GS0233 PID - GS0233
GS0233 STATE/COUNTY- OH/SUMMIT
GS0233 USGS QUAD - AKRON EAST
GS0233
GS0233 HORZ DATUM - NAD 83(1986)
GS0233 VERT DATUM - NGVD 88
GS0233
GS0233 POSITION - 41 06 35.51511(N) 081 27 40.03639(W) ADJUSTED
GS0233 83 minus 27 -
GS0233
GS0233 HEIGHT - 326.562 (meters) 1071.396 (feet) GPS OBS
GS0233 88 minus 29 -
GS0233 ***********************************************************************
GS0233 LAPLACE CORR-
GS0233 GEOID HEIGHT- -33.524
GS0233
GS0233 HORZ ORDER - FIRST
GS0233 VERT ORDER - THIRD
GS0233
GS0233.The horizontal coordinates were established by GPS observations
GS0233.and adjusted by the Woolpert Consultants in March 1997.
GS0233
GS0233.The orthometric height was determined by GPS observations.
GS0233
GS0233
GS0233.The geoid height was determined by GEOID93.
GS0233
GS0233; North East Scale Converg.
GS0233;SPC OH N - 160781.113 687253.609 0.99993940 +0 40 56.97 MT
GS0233;SPC OH N - 527496.035 2254764.549 US SURVEY FEET
GS0233
GS0233_STATION MARK IS A SURVEY DISK
GS0233_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0233_THE MARK IS STAMPED: SUMMIT COUNTY GIS 233
GS0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0233+STABILITY: SURFACE MOTION
GS0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0233+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0233
GS0233 HISTORY - Year Condition Recov. By
GS0233 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0233
GS0233 STATION DESCRIPTION
GS0233
GS0233'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0233'THE STATION IS LOCATED 17.3' EAST OF THOMAS ROAD AT THE ENTRANCE TO
GS0233'SAXON VILLAGE APARTMENTS 49.5' SOUTH OF A POWER POLE AND 85.4'
GS0233'NORTH OF A FIRE HYDRANT.
GS0233
|
|
|
|
|
|
|
|
|
|
|
|
2254764.75
|
527496.6875
|
0101000020960E0000F0BB4C46D63341419955421210192041
|
true
|
2012-04-26 10:00:00 -0400
|
false
|
41.10986530833333333333
|
-81.46112121944444444444
|
-81.4611212194445
|
41.1098653083332
|
2254764.54921674
|
527496.035662341
|
687253.60910848
|
160781.113232092
|
477
|
477
|
SUMMIT COUNTY GIS 234
|
GS0234
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
234
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREW HISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
29.57118
|
N
|
81
|
32
|
16.85479
|
W
|
ADJUSTED
|
-33.29
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
143867.527
|
680981.437
|
0.9999409
|
+
|
0
|
37
|
55.1
|
|
MT
|
C
|
|
|
|
302.601
|
992.783
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF SHRAKES HOTEL DRIVE AND
IT IS 27' SOUTH OF THE CENTERLINE OF PAVEMENT OF SHRAKES HOTEL
DRIVE. IT IS ALSO 61.8' SOUTHEAST OF POWER POLE #FS-1482 165/13 AND
127.5' SOUTHWEST OF POWER POLE #FS-552 165/12 OPPOSITE HOUSE
#209 SHRAKES HOTEL RD.
GOOD FOR GPS.
|
2018-05-14 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0234 ***********************************************************************
GS0234 DESIGNATION - SUMMIT COUNTY GIS 234
GS0234 PID - GS0234
GS0234 STATE/COUNTY- OH/SUMMIT
GS0234 USGS QUAD - CANAL FULTON
GS0234
GS0234 HORZ DATUM - NAD 83(1986)
GS0234 VERT DATUM - NGVD 88
GS0234
GS0234 POSITION - 40 57 29.57118(N) 081 32 16.85479(W) ADJUSTED
GS0234 83 minus 27 -
GS0234
GS0234 HEIGHT - 302.601 (meters) 992.783 (feet) GPS OBS
GS0234 88 minus 29 -
GS0234 ***********************************************************************
GS0234 LAPLACE CORR-
GS0234 GEOID HEIGHT- -33.298
GS0234
GS0234 HORZ ORDER - FIRST
GS0234 VERT ORDER - THIRD
GS0234
GS0234.The horizontal coordinates were established by GPS observations
GS0234.and adjusted by the Woolpert Consultants in March 1997.
GS0234
GS0234.The orthometric height was determined by GPS observations.
GS0234
GS0234
GS0234.The geoid height was determined by GEOID93.
GS0234
GS0234; North East Scale Converg.
GS0234;SPC OH N - 143867.527 680981.437 0.99994090 +0 37 55.11 MT
GS0234;SPC OH N - 472005.378 2234186.598 US SURVEY FEET
GS0234
GS0234_STATION MARK IS A SURVEY DISK
GS0234_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0234_THE MARK IS STAMPED: SUMMIT COUNTY GIS 234
GS0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0234+STABILITY: SURFACE MOTION
GS0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0234+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0234
GS0234 HISTORY - Year Condition Recov. By
GS0234 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0234 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
GS0234
GS0234 STATION DESCRIPTION
GS0234
GS0234'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0234'THE STATION IS LOCATED ON THE SOUTH SIDE OF SHRAKES HOTEL DRIVE AND
GS0234'IT IS 28.2' NORTH OF CENTERLINE OF PAVEMENT OF SHRAKES HOTEL DRIVE.
GS0234'IT IS ALSO 70.0' SOUTHWEST OF A POWER POLE #FS552 165/12 AND 127.5'
GS0234'WEST OF A POWER POLE. ALSO 1' SOUTH OF FENCE.
GS0234'NOTE: GROUND WATER OCCURRED IN HOLE AT A DEPTH OF 3.5'.
GS0234
GS0234'DESCRIBED BY COSE 2000. TIES DO NOT FIT
GS0234
|
|
|
|
|
|
|
|
|
|
|
|
2234186.0
|
472005.21875
|
0101000020960E00007681BB4CA50B414103CA2F8415CF1C41
|
true
|
2012-11-02 10:30:00 -0400
|
false
|
40.95821421666666666667
|
-81.53801521944444444444
|
-81.5380152194445
|
40.9582142166665
|
2234186.59947222
|
472005.379088551
|
680981.437482007
|
143867.527281226
|
478
|
478
|
SUMMIT COUNTY GIS 235
|
GS0235
|
OH
|
Summit
|
CANAL FULTON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
235
|
Summit County Engineer
|
1996-02-06 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD SCEHISTORY - 2013 GOOD COSE SURVEY CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
40
|
57
|
46.8135
|
N
|
81
|
30
|
47.87073
|
W
|
ADJUSTED
|
-33.31
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
144422.601
|
683056.117
|
0.9999408
|
+
|
0
|
38
|
53.5
|
|
MT
|
C
|
|
|
|
331.819
|
1088.643
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 25.8' WEST OF CENTERLINE OF PAVEMENT OF
COTTAGE GROVE ROAD 45.0' SOUTH OF CENTERLINE OF PAVEMENT OF
LABURNUM DRIVE 25.1' SOUTH OF A MANHOLE AND 67.6' SOUTHWEST OF A
POWER POLE.
|
2018-05-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 07 1996
GS0235 ***********************************************************************
GS0235 DESIGNATION - SUMMIT COUNTY GIS 235
GS0235 PID - GS0235
GS0235 STATE/COUNTY- OH/SUMMIT
GS0235 USGS QUAD - CANAL FULTON
GS0235
GS0235 HORZ DATUM - NAD 83(1986)
GS0235 VERT DATUM - NGVD 88
GS0235
GS0235 POSITION - 40 57 46.81350(N) 081 30 47.87073(W) ADJUSTED
GS0235 83 minus 27 -
GS0235
GS0235 HEIGHT - 331.819 (meters) 1088.643 (feet) GPS OBS
GS0235 88 minus 29 -
GS0235 ***********************************************************************
GS0235 LAPLACE CORR-
GS0235 GEOID HEIGHT- -33.311
GS0235
GS0235 HORZ ORDER - FIRST
GS0235 VERT ORDER - THIRD
GS0235
GS0235.The horizontal coordinates were established by GPS observations
GS0235.and adjusted by the Woolpert Consultants in March 1997.
GS0235
GS0235.The orthometric height was determined by GPS observations.
GS0235
GS0235
GS0235.The geoid height was determined by GEOID93.
GS0235
GS0235; North East Scale Converg.
GS0235;SPC OH N - 144422.601 683056.117 0.99994080 +0 38 53.57 MT
GS0235;SPC OH N - 473826.483 2240993.277 US SURVEY FEET
GS0235
GS0235_STATION MARK IS A SURVEY DISK
GS0235_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0235_THE MARK IS STAMPED: SUMMIT COUNTY GIS 235
GS0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0235+STABILITY: SURFACE MOTION
GS0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0235+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0235
GS0235 HISTORY - Year Condition Recov. By
GS0235 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0235
GS0235 STATION DESCRIPTION
GS0235
GS0235'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0235'THE STATION IS LOCATED 25.8' WEST OF CENTERLINE OF PAVEMENT OF
GS0235'COTTAGE GROVE ROAD 45.0' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0235'LABURNUM DRIVE 25.1' SOUTH OF A MANHOLE AND 67.6' SOUTHWEST OF A
GS0235'POWER POLE.
GS0235
|
|
|
|
|
|
|
|
|
|
|
|
2240993.0
|
473826.96875
|
0101000020960E0000C1DD5DA3F0184141BA4DA1ED89EB1C41
|
true
|
2013-08-29 10:43:00 -0400
|
false
|
40.96300375
|
-81.513297425
|
-81.513297425
|
40.9630037499998
|
2240993.27630207
|
473826.482060637
|
683056.116729104
|
144422.600577266
|
479
|
479
|
SP 9
|
CE1094
|
OH
|
Summit
|
|
|
|
Chiseled Square
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2003 - NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE HISTORY 2018 GOOD SCE
|
NAD 83(1986)
|
|
false
|
40
|
59
|
48.54
|
N
|
81
|
26
|
10.87
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1072.25
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF CROSSROADS (KILLIAN AND MYERSVILLE ROAD) ON THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
CULVERT.
|
2018-06-26 00:00:00 -0400
|
SCE
|
Good
|
Yes
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1094 *********************************************************************
CE1094 DESIGNATION - SP 9
CE1094 PID - CE1094
CE1094 STATE/COUNTY- OH/SUMMIT
CE1094
CE1094 HORZ DATUM - NAD 83(1986)
CE1094 VERT DATUM - NGVD 29
CE1094
CE1094 POSITION - 40 59 48.54 (N) 081 26 10.87 (W) SCALED
CE1094 83 MINUS 27 -
CE1094
CE1094 HEIGHT - (meters) 1072.25 (feet) ADJUST
CE1094 88 MINUS 29 -
CE1094 *********************************************************************
CE1094
CE1094 VERT ORDER - THIRD
CE1094
CE1094 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1094 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1094 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1094
CE1094_STATION MARK IS A CHISELED SQUARE
CE1094_WITH SETTING: SET IN TOP OF CONCRETEHEADWALL OF A CULVERT
CE1094_THE MARK IS STAMPED: NO STAMP
CE1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1094+STABILITY: SURFACE MOTION
CE1094_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1094+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1094
CE1094 HISTORY - Year Condition Recov. By
CE1094 HISTORY - 1996 - GOOD COSE
CE1094 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1094
CE1094 STATION DESCRIPTION
CE1094
CE1094 DESCRIBED BY COSE
CE1094 THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF
CE1094 CROSSROADS (KILLIAN AND MYERSVILLE ROAD) ON THE
CE1094 NORTH END OF THE EAST CONCRETE HEADWALL OF A
CE1094 CULVERT.
CE1094
|
|
|
|
|
|
|
|
|
|
|
|
2262158.75
|
486340.1875
|
0101000020960E000084FF84BE25424141F0A68B1FE9AF1D41
|
true
|
2012-07-12 10:24:00 -0400
|
false
|
40.99681666666666666666
|
-81.43635277777777777777
|
-81.4363527777778
|
40.9968166666665
|
2262091.48843378
|
486394.280806168
|
689486.864648345
|
148253.273296248
|
480
|
480
|
1 RHP 1956 1145
|
CE1095
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
Disk in Concrete
|
1 RHP 1956 1145
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2003 - GOOD COSE SURVEY FIELD CREWHISTORY - 2012 - GOOD COSE SURVEY FIELD CREW 2021 GOOD COSE
|
NAD 83(1986)
|
|
false
|
40
|
59
|
46.76
|
N
|
81
|
24
|
23.23
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1145.3
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS SP-11
THE STATION IS LOCATED 1.4 MILES NORTH OF UNIONTOWN ALONG CANTON ROAD, 25.0' SOUTH AND 240.0' WEST OF CENTERLINE OF PAVEMENT OF HIGHWAY AT THE JUNCTION
OF CANTON AND KILLIAN ROADS AND 2.0' NORTH OF POWER POLE #SP-5635. NEAR HOUSE # 3268.
|
2021-05-27 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1095 *********************************************************************
CE1095 DESIGNATION - 1 RHP 1956 1145
CE1095 PID - CE1095
CE1095 STATE/COUNTY- OH/SUMMIT
CE1095
CE1095 HORZ DATUM - NAD 83(1986)
CE1095 VERT DATUM - NGVD 29
CE1095
CE1095 POSITION - 40 59 46.76 (N) 081 24 23.23 (W) SCALED
CE1095 83 MINUS 27 -
CE1095
CE1095 HEIGHT - (meters) 1145.30 (feet) ADJUST
CE1095 88 MINUS 29 -
CE1095 *********************************************************************
CE1095
CE1095 VERT ORDER - THIRD
CE1095
CE1095 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1095 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1095 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1095
CE1095_STATION MARK IS A SURVEY DISK
CE1095_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE1095_THE MARK IS STAMPED: 1 RHP 1956 1145
CE1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1095+STABILITY: SURFACE MOTION
CE1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1095+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1095
CE1095 HISTORY - Year Condition Recov. By
CE1095 HISTORY - 1996 - GOOD COSE
CE1095 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1095
CE1095 STATION DESCRIPTION
CE1095
CE1095 DESCRIBED BY COSE ALSO KNOWN AS SP-11
CE1095 THE STATION IS LOCATED 1.4 MILES NORTH OF UNIONTOWN
CE1095 ALONG CANTON ROAD 25.0' SOUTH AND 240.0' WEST OF
CE1095 CENTERLINE OF PAVEMENT OF HIGHWAY AT THE JUNCTION
CE1095 OF CANTON AND KILLIAN ROADS AND 2.0' NORTH OF POWER
CE1095 POLE #SP-5635. NEAR HOUSE NUMBER 3268.
CE1095
CE1095
|
|
|
|
|
|
|
|
|
|
|
|
2270365.5
|
486305.0
|
0101000020960E0000583BA735455241415E11DBE3B0AE1D41
|
true
|
2012-07-24 10:28:00 -0400
|
false
|
40.99632222222222222222
|
-81.40645277777777777778
|
-81.4064527777778
|
40.9963222222221
|
2270346.41916601
|
486316.222515365
|
692002.972567745
|
148229.481081628
|
481
|
481
|
5 RHP 1956 1100
|
CE1099
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
Disk
|
5 RHP 1956 1100
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2013 - GOOD COSE SURVEY FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
3
|
3.46
|
N
|
81
|
23
|
34.59
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1100.06
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY SCE ALSO KNOWN AS SP-18.
THE STATION IS LOCATED 39.0' SOUTH OF AND 50.0' EAST OF THE INTERSECTION OF MOGADORE ROAD AND S.R. 532. 1.0' EAST OF THE NORTHWEST CORNER OF MOGADORE PUBLLIC SCHOOL ADMIN. BUILDING IN CONCRETE STEP.
|
2018-09-18 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1099 *********************************************************************
CE1099 DESIGNATION - 5 RHP 1956 1100
CE1099 PID - CE1099
CE1099 STATE/COUNTY- OH/SUMMIT
CE1099
CE1099 HORZ DATUM - NAD 83(1986)
CE1099 VERT DATUM - NGVD 29
CE1099
CE1099 POSITION - 41 03 03.46 (N) 081 23 34.59 (W) SCALED
CE1099 83 MINUS 27 -
CE1099
CE1099 HEIGHT - (meters) 1100.06 (feet) ADJUST
CE1099 88 MINUS 29 -
CE1099 *********************************************************************
CE1099
CE1099 VERT ORDER - THIRD
CE1099
CE1099 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1099 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1099 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1099
CE1099_STATION MARK IS A SURVEY DISK
CE1099_WITH SETTING: SET IN TOP OF CONCRETE STEPS
CE1099_THE MARK IS STAMPED: 5 RHP 1956 1100
CE1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1099+STABILITY: SURFACE MOTION
CE1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1099+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1099
CE1099 HISTORY - Year Condition Recov. By
CE1099 HISTORY - 1996 - GOOD COSE
CE1099 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE1099
CE1099 STATION DESCRIPTION
CE1099
CE1099 DESCRIBED BY COSE ALSO KNOWN AS SP-18
CE1099 THE STATION IS LOCATED 39.0' SOUTH OF AND 50.0'
CE1099 EAST OF THE INTERSECTION OFMOGADORE ROAD AND
CE1099 S.R. 532 1.0' EAST OF THE NORTHWEST CORNER OF
CE1099 MOGADORE PUBLIC SCHOOL ADMIN. BLDG IN CONCRETE STEP.
CE1099
|
|
|
|
|
|
|
|
|
|
|
|
2273810.0
|
506280.0
|
0101000020960E0000B9667A790F5941413D5EE8C270E61E41
|
true
|
2013-04-09 07:07:00 -0400
|
false
|
41.05096111111111111111
|
-81.39294166666666666666
|
-81.3929416666667
|
41.050961111111
|
2273822.94904789
|
506268.190339539
|
693062.620995039
|
154310.853037181
|
502
|
502
|
SUMMIT COUNTY GIS 1
|
GS0001
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
1
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
21
|
5.36983
|
N
|
81
|
36
|
8.34789
|
W
|
ADJUSTED
|
-34.01
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
187481.15
|
675118.936
|
0.9999514
|
+
|
0
|
35
|
23.0
|
|
MT
|
C
|
|
|
|
221.237
|
725.842
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF RIVERVIEW ROAD 0.15 MILE
NORTH OF FITZWATER ROAD. 100'+- NORTH OF DRIVEWAY #7760. IT IS ALSO 5.0'
SOUTH OF A CATCH BASIN, 53.8' NORTHEAST OF TELEPHONE/ POWER POLE
#340622 AND 19.5' SOUTHWEST OF CENTERLINE OF PAVEMENT OF RIVERVIEW ROAD
|
2023-01-13 00:00:00 -0500
|
COSE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0001 ***********************************************************************
GS0001 DESIGNATION - SUMMIT COUNTY GIS 1
GS0001 PID - GS0001
GS0001 STATE/COUNTY- OH/SUMMIT
GS0001 USGS QUAD - PENINSULA
GS0001
GS0001 HORZ DATUM - NAD 83(1986)
GS0001 VERT DATUM - NGVD 88
GS0001
GS0001 POSITION - 41 21 05.36983(N) 081 36 08.34789(W) ADJUSTED
GS0001 83 minus 27 -
GS0001
GS0001 HEIGHT - 221.237 (meters) 725.842 (feet) GPS OBS
GS0001 88 minus 29 -
GS0001 ***********************************************************************
GS0001 LAPLACE CORR-
GS0001 GEOID HEIGHT- -34.019
GS0001
GS0001 HORZ ORDER - FIRST
GS0001 VERT ORDER - THIRD
GS0001
GS0001.The horizontal coordinates were established by GPS observations
GS0001.and adjusted by the Woolpert Consultants in March 1997.
GS0001
GS0001.The orthometric height was determined by GPS observations.
GS0001
GS0001
GS0001.The geoid height was determined by GEOID93.
GS0001
GS0001; North East Scale Converg.
GS0001;SPC OH N - 187481.150 675118.936 0.99995140 +0 35 23.03 MT
GS0001;SPC OH N - 615094.406 2214952.709 US SURVEY FEET
GS0001
GS0001_STATION MARK IS A SURVEY DISK
GS0001_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0001_THE MARK IS STAMPED: SUMMIT COUNTY GIS 1
GS0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0001+STABILITY: SURFACE MOTION
GS0001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0001+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0001
GS0001 HISTORY - Year Condition Recov. By
GS0001 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0001 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0001
GS0001 STATION DESCRIPTION
GS0001
GS0001'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0001'THE STATION IS LOCATED ON THE WEST SIDE OF RIVERVIEW ROAD 0.15 MILE
GS0001'NORTH OF FITZWATER ROAD. 100'+- NORTH OF DRIVEWAY #7760. IT IS ALSO 5.0'
GS0001'SOUTH OF CATCH BASIN 53.8' NORTHEAST OF TELEPHONE POWER POLE
GS0001'AND 19.5' SOUTHWEST OF CENTERLINE OF PAVEMENT OF RIVERVIEW ROAD
|
|
|
|
|
|
|
|
|
|
|
|
2214953.0
|
615093.8125
|
0101000020960E00004781F05A14E640414C2389CF6CC52241
|
true
|
2013-01-22 02:06:00 -0500
|
false
|
41.35149161944444444444
|
-81.60231885833333333333
|
-81.6023188583333
|
41.3514916194443
|
2214952.71046463
|
615094.405343154
|
675118.936387492
|
187481.149710877
|
503
|
503
|
SUMMIT COUNTY GIS 2
|
GS0002
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
2
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
21
|
4.44294
|
N
|
81
|
35
|
18.96574
|
W
|
ADJUSTED
|
-34.01
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
187464.463
|
676267.069
|
0.9999514
|
+
|
0
|
35
|
55.4
|
|
MT
|
C
|
|
|
|
194.194
|
637.118
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF SAGAMORE ROAD APPROX.
0.25 MILES EAST OF VALLEY VIEW ROAD DIRECTLY ACROSS FROM ASPHALT
SERVICE ROAD. IT IS 25.9' NORTH OF THE CENTERLINE OF SAGAMORE
THE STATION IS LOCATED ON THE NORTH SIDE OF SAGAMORE ROAD APPROX.
0.25 MILES EAST OF VALLEY VIEW ROAD DIRECTLY ACROSS FROM ASPHALT
SERVICE ROAD. IT IS 25.9' NORTH OF THE CENTERLINE OF SAGAMORE ROAD
81.8' NORTH OF A UTILITY POLE AND 114.5' MORTHWEST OF A GAS LINE
METER.
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0002 ***********************************************************************
GS0002 DESIGNATION - SUMMIT COUNTY GIS 2
GS0002 PID - GS0002
GS0002 STATE/COUNTY- OH/SUMMIT
GS0002 USGS QUAD - PENINSULA
GS0002
GS0002 HORZ DATUM - NAD 83(1986)
GS0002 VERT DATUM - NGVD 88
GS0002
GS0002 POSITION - 41 21 04.44294(N) 081 35 18.96574(W) ADJUSTED
GS0002 83 minus 27 -
GS0002
GS0002 HEIGHT - 194.194 (meters) 637.118 (feet) GPS OBS
GS0002 88 minus 29 -
GS0002 ***********************************************************************
GS0002 LAPLACE CORR-
GS0002 GEOID HEIGHT- -34.014
GS0002
GS0002 HORZ ORDER - FIRST
GS0002 VERT ORDER - THIRD
GS0002
GS0002.The horizontal coordinates were established by GPS observations
GS0002.and adjusted by the Woolpert Consultants in March 1997.
GS0002
GS0002.The orthometric height was determined by GPS observations.
GS0002
GS0002
GS0002.The geoid height was determined by GEOID93.
GS0002
GS0002; North East Scale Converg.
GS0002;SPC OH N - 187464.463 676267.069 0.99995140 +0 35 55.47 MT
GS0002;SPC OH N - 615039.659 2218719.542 US SURVEY FEET
GS0002
GS0002_STATION MARK IS A SURVEY DISK
GS0002_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0002_THE MARK IS STAMPED: SUMMIT COUNTY GIS 2
GS0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0002+STABILITY: SURFACE MOTION
GS0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0002+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0002
GS0002 HISTORY - Year Condition Recov. By
GS0002 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0002 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0002
GS0002 STATION DESCRIPTION
GS0002
GS0002'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0002'THE STATION IS LOCATED ON THE NORTH SIDE OF SAGAMORE ROAD APPROX.
GS0002'0.25 MILES EAST OF VALLEY VIEW ROAD DIRECTLY ACROSS FROM ASPHALT
GS0002'SERVICE ROAD. IT IS 25.9' NORTH OF THE CENTERLINE OF SAGAMORE
GS0002'
GS0002'THE STATION IS LOCATED ON THE NORTH SIDE OF SAGAMORE ROAD APPROX.
GS0002'0.25 MILES EAST OF VALLEY VIEW ROAD DIRECTLY ACROSS FROM ASPHALT
GS0002'SERVICE ROAD. IT IS 25.9' NORTH OF THE CENTERLINE OF SAGAMORE ROAD
GS0002'81.8' NORTH OF A UTILITY POLE AND 114.5' MORTHWEST OF A GAS LINE
GS0002'METER.
GS0002
|
|
|
|
|
|
|
|
|
|
|
|
2218720.0
|
615039.75
|
0101000020960E00003F3F88C56FED4041E52C6D51FFC42241
|
true
|
2013-01-22 02:05:00 -0500
|
false
|
41.35123415
|
-81.58860159444444444444
|
-81.5886015944444
|
41.3512341499999
|
2218719.54322043
|
615039.659036067
|
676267.069307725
|
187464.463003104
|
504
|
504
|
SUMMIT COUNTY GIS 3
|
GS0003
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
3
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2017 GOOD COSE SURVEY FIELD CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
21
|
2.77738
|
N
|
81
|
33
|
26.57761
|
W
|
ADJUSTED
|
-33.98
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
187440.853
|
678879.967
|
0.9999513
|
+
|
0
|
37
|
9.3
|
|
MT
|
C
|
|
|
|
271.303
|
890.1
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF SAGAMORE ROAD APPROX.
200' EAST OF MARYMAC DRIVE ACROSS THE STREET FROM HOUSE #16971.
IT IS 24.3' NORTHEAST OFA TELEPHONE POLE #032 45.0'SOUTHEAST OF A
TELEPHONE POWER POLE BF-669 AND 48.0' SOUTHWEST OF A FIRE HYDRANT.
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0003 ***********************************************************************
GS0003 DESIGNATION - SUMMIT COUNTY GIS 3
GS0003 PID - GS0003
GS0003 STATE/COUNTY- OH/SUMMIT
GS0003 USGS QUAD - PENINSULA
GS0003
GS0003 HORZ DATUM - NAD 83(1986)
GS0003 VERT DATUM - NGVD 88
GS0003
GS0003 POSITION - 41 21 02.77738(N) 081 33 26.57761(W) ADJUSTED
GS0003 83 minus 27 -
GS0003
GS0003 HEIGHT - 271.303 (meters) 890.100 (feet) GPS OBS
GS0003 88 minus 29 -
GS0003 ***********************************************************************
GS0003 LAPLACE CORR-
GS0003 GEOID HEIGHT- -33.985
GS0003
GS0003 HORZ ORDER - FIRST
GS0003 VERT ORDER - THIRD
GS0003
GS0003.The horizontal coordinates were established by GPS observations
GS0003.and adjusted by the Woolpert Consultants in March 1997.
GS0003
GS0003.The orthometric height was determined by GPS observations.
GS0003
GS0003
GS0003.The geoid height was determined by GEOID93.
GS0003
GS0003; North East Scale Converg.
GS0003;SPC OH N - 187440.853 678879.967 0.99995130 +0 37 9.309 MT
GS0003;SPC OH N - 614962.199 2227292.025 US SURVEY FEET
GS0003
GS0003_STATION MARK IS A SURVEY DISK
GS0003_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0003_THE MARK IS STAMPED: SUMMIT COUNTY GIS 3
GS0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0003+STABILITY: SURFACE MOTION
GS0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0003+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0003
GS0003 HISTORY - Year Condition Recov. By
GS0003 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0003 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0003
GS0003 STATION DESCRIPTION
GS0003
GS0003'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0003'THE STATION IS LOCATED ON THE SOUTH SIDE OF SAGAMORE ROAD APPROX.
GS0003'200' EAST OF MARYMAC DRIVE ACROSS THE STREET FROM HOUSE #16971.
GS0003'IT IS 24.3' NORTHEAST OFA TELEPHONE POLE 45.0'SOUTHEAST OF A
GS0003'TELEPHONE POWER POLE AND 48.0' SOUTHWEST OF A FIRE HYDRANT.
GS0003
|
|
|
|
|
|
|
|
|
|
|
|
2227292.5
|
614962.6875
|
0101000020960E000049313C032EFE404186913D6664C42241
|
true
|
2013-08-09 03:57:00 -0400
|
false
|
41.35077149444444444444
|
-81.55738266944444444444
|
-81.5573826694445
|
41.3507714944443
|
2227292.02527443
|
614962.19968848
|
678879.96706358
|
187440.85334674
|
505
|
505
|
SUMMIT COUNTY GIS 4
|
GS0004
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
4
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
21
|
1.60239
|
N
|
81
|
32
|
9.22516
|
W
|
ADJUSTED
|
-33.96
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
187424.264
|
680678.35
|
0.9999513
|
+
|
0
|
38
|
0.12
|
|
MT
|
C
|
|
|
|
299.675
|
983.184
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 56.7' SOUTH OF CENTERLINE OF PAVEMENT ON
SAGAMORE ROAD 39.2' WEST OF CENTERLINE OF PAVEMENT ON LINCOLN 35.3'
SOUTHWEST OF A SEWER MAN HOLE AND 16.8' NORTH OF POWER POLE
#NF-5524.
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0004 ***********************************************************************
GS0004 DESIGNATION - SUMMIT COUNTY GIS 4
GS0004 PID - GS0004
GS0004 STATE/COUNTY- OH/SUMMIT
GS0004 USGS QUAD - PENINSULA
GS0004
GS0004 HORZ DATUM - NAD 83(1986)
GS0004 VERT DATUM - NGVD 88
GS0004
GS0004 POSITION - 41 21 01.60239(N) 081 32 09.22516(W) ADJUSTED
GS0004 83 minus 27 -
GS0004
GS0004 HEIGHT - 299.675 (meters) 983.184 (feet) GPS OBS
GS0004 88 minus 29 -
GS0004 ***********************************************************************
GS0004 LAPLACE CORR-
GS0004 GEOID HEIGHT- -33.969
GS0004
GS0004 HORZ ORDER - FIRST
GS0004 VERT ORDER - THIRD
GS0004
GS0004.The horizontal coordinates were established by GPS observations
GS0004.and adjusted by the Woolpert Consultants in March 1997.
GS0004
GS0004.The orthometric height was determined by GPS observations.
GS0004
GS0004
GS0004.The geoid height was determined by GEOID93.
GS0004
GS0004; North East Scale Converg.
GS0004;SPC OH N - 187424.264 680678.350 0.99995130 +0 38 0.126 MT
GS0004;SPC OH N - 614907.773 2233192.220 US SURVEY FEET
GS0004
GS0004_STATION MARK IS A SURVEY DISK
GS0004_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0004_THE MARK IS STAMPED: SUMMIT COUNTY GIS 4
GS0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0004+STABILITY: SURFACE MOTION
GS0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0004+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0004
GS0004 HISTORY - Year Condition Recov. By
GS0004 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0004 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0004
GS0004 STATION DESCRIPTION
GS0004
GS0004'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0004'THE STATION IS LOCATED 56.7' SOUTH OF CENTERLINE OF PAVEMENT ON
GS0004'SAGAMORE ROAD 39.2' WEST OF CENTERLINE OF PAVEMENT ON LINCOLN 35.3'
GS0004'SOUTHWEST OF A SEWER MAN HOLE AND 16.8' NORTH OF A POWER POLE.
GS0004
|
|
|
|
|
|
|
|
|
|
|
|
2233192.0
|
614907.625
|
0101000020960E000077C41D1CB40941417A42DC8AF7C32241
|
true
|
2013-08-09 03:58:00 -0400
|
false
|
41.35044510833333333333
|
-81.53589587777777777777
|
-81.5358958777778
|
41.3504451083332
|
2233192.21965843
|
614907.771211698
|
680678.349908589
|
187424.263513835
|
506
|
506
|
SUMMIT COUNTY GIS 5
|
GS0005
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
5
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2020 GOOD COSE SURVEY FIELD CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
59.95121
|
N
|
81
|
30
|
29.75241
|
W
|
ADJUSTED
|
-33.94
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
187399.257
|
682991.08
|
0.9999512
|
+
|
0
|
39
|
5.47
|
|
MT
|
C
|
|
|
|
320.016
|
1049.919
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 19.9' EAST OF CENTERLINE OF PAVEMENT ON
BEDFORD ROAD 149.7' NORTH OF CENTERLINE OF PAVEMENT OF THE WB LANES
OF I-480 81.9' SOUTHWEST OF A POWER POLE AND 57.3' NORTHWEST OF A
POWER POLE #NI-493.
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0005 ***********************************************************************
GS0005 DESIGNATION - SUMMIT COUNTY GIS 5
GS0005 PID - GS0005
GS0005 STATE/COUNTY- OH/SUMMIT
GS0005 USGS QUAD - PENINSULA
GS0005
GS0005 HORZ DATUM - NAD 83(1986)
GS0005 VERT DATUM - NGVD 88
GS0005
GS0005 POSITION - 41 20 59.95121(N) 081 30 29.75241(W) ADJUSTED
GS0005 83 minus 27 -
GS0005
GS0005 HEIGHT - 320.016 (meters) 1049.919 (feet) GPS OBS
GS0005 88 minus 29 -
GS0005 ***********************************************************************
GS0005 LAPLACE CORR-
GS0005 GEOID HEIGHT- -33.949
GS0005
GS0005 HORZ ORDER - FIRST
GS0005 VERT ORDER - THIRD
GS0005
GS0005.The horizontal coordinates were established by GPS observations
GS0005.and adjusted by the Woolpert Consultants in March 1997.
GS0005
GS0005.The orthometric height was determined by GPS observations.
GS0005
GS0005
GS0005.The geoid height was determined by GEOID93.
GS0005
GS0005; North East Scale Converg.
GS0005;SPC OH N - 187399.257 682991.080 0.99995120 +0 39 5.475 MT
GS0005;SPC OH N - 614825.729 2240779.902 US SURVEY FEET
GS0005
GS0005_STATION MARK IS A SURVEY DISK
GS0005_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0005_THE MARK IS STAMPED: SUMMIT COUNTY GIS 5
GS0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0005+STABILITY: SURFACE MOTION
GS0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0005+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0005
GS0005 HISTORY - Year Condition Recov. By
GS0005 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0005 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0005
GS0005 STATION DESCRIPTION
GS0005
GS0005'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0005'THE STATION IS LOCATED 19.9' EAST OF CENTERLINE OF PAVEMENT ON
GS0005'BEDFORD ROAD 149.7' NORTH OF CENTERLINE OF PAVEMENT OF THE WB LANES
GS0005'OF I-480 81.9' SOUTHWEST OF A POWER POLE AND 57.3' NORTHWEST OF A
GS0005'POWER POLE #NI-4933.
GS0005
|
|
|
|
|
|
|
|
|
|
|
|
2240780.5
|
614825.9375
|
0101000020960E000043D38AF385184141BEE3E67453C32241
|
true
|
2013-08-09 03:59:00 -0400
|
false
|
41.34998644722222222222
|
-81.50826455833333333333
|
-81.5082645583333
|
41.3499864472221
|
2240779.90267411
|
614825.728324048
|
682991.08031723
|
187399.256791668
|
507
|
507
|
SUMMIT COUNTY GIS 6
|
GS0006
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
6
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY -2004 GOOD COSE SURVEY FIELD CREWHISTORY -2005 GOOD COSE SURVEY FIELD CREWHISTORY -2011 GOOD COSE SURVEY FIELD CREW History Found 2021 COSE Survey Field Crew
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
59.37086
|
N
|
81
|
29
|
19.96929
|
W
|
ADJUSTED
|
-33.93
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
187399.981
|
684613.338
|
0.9999512
|
+
|
0
|
39
|
51.3
|
|
MT
|
C
|
|
|
|
314.495
|
1031.806
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 35.6' NORTHEAST OF CENTERLINE OF PAVEMENT OF
RAVENNA ROAD AT THE SUMMIT/CUYAHOGA COUNTY LINE. IT IS 67.0' EAST
OF THE POINT OF INTERSECTION OF RAVENNA ROAD AND RICHMOND ROAD AND
84.1' SOUTHWEST OF THE SOUTWEST FOOT OF A TRUSS TYPE ELECTRICAL
TRANSMISSION TOWER. 30' SOUTHEAST OF WOOD SIGNAL POLE NO NUMBER.
GOOD FOR GPS. 5/2004, 30.1 FEET SE OF UTIL POLE W/ LIGHT, 51 FEET NW OF
UTIL POLE #TW713 AND #8001-145. 14.42 Feet SE from SE corner of Electric box. 9.70 Feet SW from S Face of UP WETL #224611/D61483
|
2021-08-03 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0006 ***********************************************************************
GS0006 DESIGNATION - SUMMIT COUNTY GIS 6
GS0006 PID - GS0006
GS0006 STATE/COUNTY- OH/SUMMIT
GS0006 USGS QUAD - TWINSBURG
GS0006
GS0006 HORZ DATUM - NAD 83(1986)
GS0006 VERT DATUM - NGVD 88
GS0006
GS0006 POSITION - 41 20 59.37086(N) 081 29 19.96929(W) ADJUSTED
GS0006 83 minus 27 -
GS0006
GS0006 HEIGHT - 314.495 (meters) 1031.806 (feet) GPS OBS
GS0006 88 minus 29 -
GS0006 ***********************************************************************
GS0006 LAPLACE CORR-
GS0006 GEOID HEIGHT- -33.936
GS0006
GS0006 HORZ ORDER - FIRST
GS0006 VERT ORDER - THIRD
GS0006
GS0006.The horizontal coordinates were established by GPS observations
GS0006.and adjusted by the Woolpert Consultants in March 1997.
GS0006
GS0006.The orthometric height was determined by GPS observations.
GS0006
GS0006
GS0006.The geoid height was determined by GEOID93.
GS0006
GS0006; North East Scale Converg.
GS0006;SPC OH N - 187399.981 684613.338 0.99995120 +0 39 51.31 MT
GS0006;SPC OH N - 614828.104 2246102.260 US SURVEY FEET
GS0006
GS0006_STATION MARK IS A SURVEY DISK
GS0006_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0006_THE MARK IS STAMPED: SUMMIT COUNTY GIS 6
GS0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0006+STABILITY: SURFACE MOTION
GS0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0006+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0006
GS0006 HISTORY - Year Condition Recov. By
GS0006 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0006 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0006
GS0006 STATION DESCRIPTION
GS0006
GS0006'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0006'THE STATION IS LOCATED 35.6' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0006'RAVENNA ROAD AT THE SUMMIT/CUYAHOGA COUNTY LINE. IT IS 67.0' EAST
GS0006'OF THE POINT OF INTERSECTION OF RAVENNA ROAD AND RICHMOND ROAD AND
GS0006'84.1' SOUTHWEST OF THE SOUTWEST FOOT OF A TRUSS TYPE ELECTRICAL
GS0006'TRANSMISSION TOWER. 30' SOUTHEAST OF WOOD SIGNAL POLE NO NUMBER.
GS0006
|
|
|
|
|
|
|
|
|
|
|
|
2246101.25
|
614828.6875
|
0101000020960E0000E2882021EB224141CDF7DA3458C32241
|
true
|
2021-05-26 09:10:00 -0400
|
false
|
41.34982523888888888889
|
-81.48888035833333333333
|
-81.4888803583333
|
41.3498252388887
|
2246102.25880538
|
614828.103233093
|
684613.337710555
|
187399.980665391
|
508
|
508
|
SUMMIT COUNTY GIS 7
|
GS0007
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
7
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2014 GOOD COSE SURVEY FIELD CREW HISTORY 2021 GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
55.51597
|
N
|
81
|
27
|
59.50227
|
W
|
ADJUSTED
|
-33.92
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
187302.996
|
686485.134
|
0.9999511
|
+
|
0
|
40
|
44.1
|
|
MT
|
C
|
|
|
|
291.62
|
956.757
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED AT THE CENTER OF THE CUL-DE-SAC OF WOODCHUCK
COURT. IT IS 18.3' SOUTHWEST TO FACE OF CURB 6.4' WEST TO FACE OF
CURB 9.8' NORTH FROM FACE OF CURB AND 10.4' NORTHEAST FROM FACE OF
CURB.12.3' SOUTH OF 8 INCH TREE.
|
2021-08-03 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0007 ***********************************************************************
GS0007 DESIGNATION - SUMMIT COUNTY GIS 7
GS0007 PID - GS0007
GS0007 STATE/COUNTY- OH/SUMMIT
GS0007 USGS QUAD - TWINSBURG
GS0007
GS0007 HORZ DATUM - NAD 83(1986)
GS0007 VERT DATUM - NGVD 88
GS0007
GS0007 POSITION - 41 20 55.51597(N) 081 27 59.50227(W) ADJUSTED
GS0007 83 minus 27 -
GS0007
GS0007 HEIGHT - 291.620 (meters) 956.757 (feet) GPS OBS
GS0007 88 minus 29 -
GS0007 ***********************************************************************
GS0007 LAPLACE CORR-
GS0007 GEOID HEIGHT- -33.923
GS0007
GS0007 HORZ ORDER - FIRST
GS0007 VERT ORDER - THIRD
GS0007
GS0007.The horizontal coordinates were established by GPS observations
GS0007.and adjusted by the Woolpert Consultants in March 1997.
GS0007
GS0007.The orthometric height was determined by GPS observations.
GS0007
GS0007
GS0007.The geoid height was determined by GEOID93.
GS0007
GS0007; North East Scale Converg.
GS0007;SPC OH N - 187302.996 686485.134 0.99995110 +0 40 44.18 MT
GS0007;SPC OH N - 614509.913 2252243.310 US SURVEY FEET
GS0007
GS0007_STATION MARK IS A SURVEY DISK
GS0007_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0007_THE MARK IS STAMPED: SUMMIT COUNTY GIS 7
GS0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0007+STABILITY: SURFACE MOTION
GS0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0007+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0007
GS0007 HISTORY - Year Condition Recov. By
GS0007 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0007 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0007
GS0007 STATION DESCRIPTION
GS0007
GS0007'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0007'THE STATION IS LOCATED AT THE CENTER OF THE CUL-DE-SAC OF WOODCHUCK
GS0007'COURT. IT IS 18.3' SOUTHWEST TO FACE OF CURB 6.4' WEST TO FACE OF
GS0007'CURB 9.8' NORTH FROM FACE OF CURB AND 10.4' NORTHEAST FROM FACE OF
GS0007'CURB.
GS0007
|
|
|
|
|
|
|
|
|
|
|
|
2252243.0
|
614510.0625
|
0101000020960E00000D60DFA7E92E4141D0B0BDD2DBC02241
|
true
|
2021-05-26 10:41:00 -0400
|
false
|
41.34875443611111111111
|
-81.46652840833333333333
|
-81.4665284083333
|
41.348754436111
|
2252243.31150437
|
614509.911603475
|
686485.1343168
|
187302.995662715
|
509
|
509
|
SUMMIT COUNTY GIS 8
|
GS0008
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
8
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
55.05625
|
N
|
81
|
26
|
24.68518
|
W
|
ADJUSTED
|
-33.9
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
187315.265
|
688689.278
|
0.9999511
|
+
|
0
|
41
|
46.4
|
|
MT
|
C
|
|
|
|
319.856
|
1049.394
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 32.4' WEST OF CENTERLINE OF PAVEMENT OF
DARROW ROAD 325.2' SOUTH OF CENETERLINE OF PAVEMENT OF LISA LANE
AND 90.0' SOUTH OF THE SUMMIT/CUYAHOGA COUNTY LINE. IT IS 91.2'
NORTHWEST OF A POWER POLE AND 89.0' SOUTH OF A POWER POLE.
5/2004, 3.8 FEET EAST OF THE EAST EDGE OF SIDEWALK, 19.9 FEET NORTH
OF THE CITY OF TWINSBURG SIGN POST.
|
2021-11-05 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0008 ***********************************************************************
GS0008 DESIGNATION - SUMMIT COUNTY GIS 8
GS0008 PID - GS0008
GS0008 STATE/COUNTY- OH/SUMMIT
GS0008 USGS QUAD - TWINSBURG
GS0008
GS0008 HORZ DATUM - NAD 83(1986)
GS0008 VERT DATUM - NGVD 88
GS0008
GS0008 POSITION - 41 20 55.05625(N) 081 26 24.68518(W) ADJUSTED
GS0008 83 minus 27 -
GS0008
GS0008 HEIGHT - 319.856 (meters) 1049.394 (feet) GPS OBS
GS0008 88 minus 29 -
GS0008 ***********************************************************************
GS0008 LAPLACE CORR-
GS0008 GEOID HEIGHT- -33.907
GS0008
GS0008 HORZ ORDER - FIRST
GS0008 VERT ORDER - THIRD
GS0008
GS0008.The horizontal coordinates were established by GPS observations
GS0008.and adjusted by the Woolpert Consultants in March 1997.
GS0008
GS0008.The orthometric height was determined by GPS observations.
GS0008
GS0008
GS0008.The geoid height was determined by GEOID93.
GS0008
GS0008; North East Scale Converg.
GS0008;SPC OH N - 187315.265 688689.278 0.99995110 +0 41 46.47 MT
GS0008;SPC OH N - 614550.165 2259474.740 US SURVEY FEET
GS0008
GS0008_STATION MARK IS A SURVEY DISK
GS0008_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0008_THE MARK IS STAMPED: SUMMIT COUNTY GIS 8
GS0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0008+STABILITY: SURFACE MOTION
GS0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0008+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0008
GS0008 HISTORY - Year Condition Recov. By
GS0008 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0008 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0008
GS0008 STATION DESCRIPTION
GS0008
GS0008'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0008'THE STATION IS LOCATED 32.4' WEST OF CENTERLINE OF PAVEMENT OF
GS0008'DARROW ROAD 325.2' SOUTH OF CENETERLINE OF PAVEMENT OF LISA LANE
GS0008'AND 134.0' SOUTH OF THE SUMMIT/CUYAHOGA COUNTY LINE. IT IS 91.2'
GS0008'NORTHWEST OF A POWER POLE AND 89.0' SOUTH OF A POWER POLE.
GS0008
|
|
|
|
|
|
|
|
|
|
|
|
2259474.0
|
614549.5625
|
0101000020960E00002854A25E093D4141DFB06A552CC12241
|
true
|
2011-02-07 09:17:00 -0500
|
false
|
41.34862673611111111111
|
-81.44019032777777777777
|
-81.4401903277778
|
41.348626736111
|
2259474.73932888
|
614550.166829612
|
688689.277925998
|
187315.265480182
|
510
|
510
|
SUMMIT COUNTY GIS 9
|
GS0009
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
9
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
53.20231
|
N
|
81
|
25
|
8.13606
|
W
|
ADJUSTED
|
-33.89
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
187279.918
|
690469.327
|
0.9999511
|
+
|
0
|
42
|
36.7
|
|
MT
|
C
|
|
|
|
313.493
|
1028.518
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 19.5' WEST OF CENTERLINE OF PAVEMENT OF
LIBERTY ROAD AND 161.0' SOUTH OF THE SUMMIT/CUYAHOGA COUNTY LINE.
IT IS 205.8' NORTH OF A POWER POLE AND 163.3' SOUTH OF A POWER POLE
5/2004, 43.7 FEET NORTH OF CITY OF TWINSBURG SIGN.
GOOD GPS.
|
2021-11-08 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0009 ***********************************************************************
GS0009 DESIGNATION - SUMMIT COUNTY GIS 9
GS0009 PID - GS0009
GS0009 STATE/COUNTY- OH/SUMMIT
GS0009 USGS QUAD - TWINSBURG
GS0009
GS0009 HORZ DATUM - NAD 83(1986)
GS0009 VERT DATUM - NGVD 88
GS0009
GS0009 POSITION - 41 20 53.20231(N) 081 25 08.13606(W) ADJUSTED
GS0009 83 minus 27 -
GS0009
GS0009 HEIGHT - 313.493 (meters) 1028.518 (feet) GPS OBS
GS0009 88 minus 29 -
GS0009 ***********************************************************************
GS0009 LAPLACE CORR-
GS0009 GEOID HEIGHT- -33.893
GS0009
GS0009 HORZ ORDER - FIRST
GS0009 VERT ORDER - THIRD
GS0009
GS0009.The horizontal coordinates were established by GPS observations
GS0009.and adjusted by the Woolpert Consultants in March 1997.
GS0009
GS0009.The orthometric height was determined by GPS observations.
GS0009
GS0009
GS0009.The geoid height was determined by GEOID93.
GS0009
GS0009; North East Scale Converg.
GS0009;SPC OH N - 187279.918 690469.327 0.99995110 +0 42 36.76 MT
GS0009;SPC OH N - 614434.198 2265314.784 US SURVEY FEET
GS0009
GS0009_STATION MARK IS A SURVEY DISK
GS0009_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0009_THE MARK IS STAMPED: SUMMIT COUNTY GIS 9
GS0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0009+STABILITY: SURFACE MOTION
GS0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0009+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0009
GS0009 HISTORY - Year Condition Recov. By
GS0009 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0009 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0009
GS0009 STATION DESCRIPTION
GS0009
GS0009'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0009'THE STATION IS LOCATED 19.5' WEST OF CENTERLINE OF PAVEMENT OF
GS0009'LIBERTY ROAD AND 161.0' SOUTH OF THE SUMMIT/CUYAHOGA COUNTY LINE.
GS0009'IT IS 205.8' NORTH OF A POWER POLE AND 163.3' SOUTH OF A POWER POLE
GS0009
|
|
|
|
|
|
|
|
|
|
|
|
2265313.75
|
614433.625
|
0101000020960E0000B8AD3164714841416764C06544C02241
|
true
|
2011-02-07 09:19:00 -0500
|
false
|
41.34811175277777777777
|
-81.41892668333333333334
|
-81.4189266833333
|
41.3481117527776
|
2265314.78276607
|
614434.198733461
|
690469.326725751
|
187279.918333779
|
511
|
511
|
SUMMIT COUNTY GIS 10
|
GS0010
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
10
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
52.62996
|
N
|
81
|
23
|
29.87657
|
W
|
ADJUSTED
|
-33.87
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
187290.934
|
692753.546
|
0.9999511
|
+
|
0
|
43
|
41.3
|
|
MT
|
C
|
|
|
|
309.837
|
1016.524
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 14.7' EAST OF THE CENTERLINE OF PAVEMENT OF
CALIFORNIA STREET 112.7' SOUTH OF CENTERLINE OF PAVEMENT OF LAKE
AVENUE 8.6' WEST OF A POWER POLE #9475607, 113.7' SOUTHEAST OF THE POINT OF
INTERSECTION OF LAKE AND CALIFORNIA AND 9.8' NORTHWEST OF THE
NORTHWEST CORNER OF AN INLET.
|
2021-11-08 00:00:00 -0500
|
SCE
|
Good
|
Yes
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0010 ***********************************************************************
GS0010 DESIGNATION - SUMMIT COUNTY GIS 10
GS0010 PID - GS0010
GS0010 STATE/COUNTY- OH/SUMMIT
GS0010 USGS QUAD - TWINSBURG
GS0010
GS0010 HORZ DATUM - NAD 83(1986)
GS0010 VERT DATUM - NGVD 88
GS0010
GS0010 POSITION - 41 20 52.62996(N) 081 23 29.87657(W) ADJUSTED
GS0010 83 minus 27 -
GS0010
GS0010 HEIGHT - 309.837 (meters) 1016.524 (feet) GPS OBS
GS0010 88 minus 29 -
GS0010 ***********************************************************************
GS0010 LAPLACE CORR-
GS0010 GEOID HEIGHT- -33.875
GS0010
GS0010 HORZ ORDER - FIRST
GS0010 VERT ORDER - THIRD
GS0010
GS0010.The horizontal coordinates were established by GPS observations
GS0010.and adjusted by the Woolpert Consultants in March 1997.
GS0010
GS0010.The orthometric height was determined by GPS observations.
GS0010
GS0010
GS0010.The geoid height was determined by GEOID93.
GS0010
GS0010; North East Scale Converg.
GS0010;SPC OH N - 187290.934 692753.546 0.99995110 +0 43 41.31 MT
GS0010;SPC OH N - 614470.339 2272808.925 US SURVEY FEET
GS0010
GS0010_STATION MARK IS A SURVEY DISK
GS0010_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0010_THE MARK IS STAMPED: SUMMIT COUNTY GIS 10
GS0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0010+STABILITY: SURFACE MOTION
GS0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0010+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0010
GS0010 HISTORY - Year Condition Recov. By
GS0010 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0010 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0010
GS0010 STATION DESCRIPTION
GS0010
GS0010'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0010'THE STATION IS LOCATED 14.7' EAST OF THE CENTERLINE OF PAVEMENT OF
GS0010'CALIFORNIA STREET 112.7' SOUTH OF CENTERLINE OF PAVEMENT OF LAKE
GS0010'AVENUE 8.6' WEST OF A POWER POLE 113.7' SOUTHEAST OF THE POINT OF
GS0010'INTERSECTION OF LAKE AND CALIFORNIA AND 9.8' NORTHWEST OF THE
GS0010'NORTHWEST CORNER OF AN INLET.
GS0010
|
|
|
|
|
|
|
|
|
|
|
|
2272809.0
|
614470.6875
|
0101000020960E000091B3727614574141785E4BAD8CC02241
|
true
|
2011-02-07 09:19:00 -0500
|
false
|
41.34795276666666666666
|
-81.39163238055555555555
|
-81.3916323805556
|
41.3479527666665
|
2272808.92537541
|
614470.338465645
|
692753.545961516
|
187290.933746182
|
513
|
513
|
CEO546
|
CE0546
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
NO STAMP
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1996 - GOOD COSE CREW
HISTORY - 2004 GOOD COSE CREW
HISTORY - 2012 UNABLE TO LOCATE COSE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
8
|
27.28162
|
N
|
81
|
33
|
51.42078
|
W
|
ADJUSTED
|
-33.58
|
|
The horizontal coordinates were established by GPS observations
and adjusted by Woolpert in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
164130.506
|
678552.548
|
0.99994
|
+
|
0
|
36
|
52.9
|
|
MT
|
C
|
|
|
|
228.213
|
748.729
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED ABOUT 1.6 MILES SOUTH OF THE INTERSECTION
OF BATH AND RIVERVIEW ROADS. THE MARK IS 28.0' NORTH OF THE
CENTERLINE OF PAVEMENT OF SMITH ROAD 24.5' WEST OF THE CROWN OF
RIVERVIEW ROAD 11.0' NORTHEAST OF A TELEPHONE POLE AT THE
NORTHWEST CORNER OF SMITH AND RIVERVIEW ROADS. REFERENCE MARK:
1/2" IRON PIPE BUR. 4" AT P.I. MERRIMAN ROAD NEAR THE BRIDGE OVER
SAND RUN IN A 9" ROUND CITY OF AKRON MONUMENT BOX.
GOOD FOR GPS.
COSE NOTE 2012
THERE IS NOW A ROUNDABOUT AT THIS INTERSECTION AND THE MONUMENT HAS PROBABLY BEEN DESTROYED.
|
2012-08-27 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0546 ***********************************************************************
CE0546 DESIGNATION - NONE
CE0546 PID - CE0546
CE0546 STATE/COUNTY- OH/SUMMIT
CE0546 USGS QUAD -
CE0546
CE0546 HORZ DATUM - NAD 83(1986)
CE0546 VERT DATUM - NGVD 88
CE0546
CE0546 POSITION - 41 08 27.28162(N) 081 33 51.42078(W) ADJUSTED
CE0546 83 minus 27 -
CE0546
CE0546 HEIGHT - 228.213 (meters) 748.729 (feet) GPS OBS
CE0546 88 minus 29 -
CE0546 ***********************************************************************
CE0546 LAPLACE CORR-
CE0546 GEOID HEIGHT- -33.586
CE0546
CE0546 HORZ ORDER - SECOND CLASS I
CE0546 VERT ORDER - THIRD
CE0546
CE0546.The horizontal coordinates were established by GPS observations
CE0546.and adjusted by Woolpert in March 1997.
CE0546
CE0546.The orthometric height was determined by GPS observations.
CE0546
CE0546
CE0546.The geoid height was determined by GEOID93.
CE0546
CE0546; North East Scale Converg.
CE0546;SPC OH N - 164130.506 678552.548 0.99994000 +0 36 52.98 MT
CE0546;SPC OH N - 538484.835 2226217.818 US SURVEY FEET
CE0546
CE0546_STATION MARK IS A CITY OF AKRON SURVEY DISK
CE0546_WITH SETTING SET IN TOP OF CAST IN PLACE CONCRETE MONUMENT
CE0546_THE MARK IS STAMPED: NO STAMP
CE0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0546+STABILITY: SURFACE MOTION
CE0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0546+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0546
CE0546 HISTORY - Year Condition Recov. By
CE0546 HISTORY - 1996 - GOOD COSE
CE0546 STATION DESCRIPTION
CE0546
CE0546'DESCRIBED BY COSE
CE0546'THE STATION IS LOCATED ABOUT 1.6 MILES SOUTH OF THE INTERSECTION
CE0546'OF BATH AND RIVERVIEW ROADS. THE MARK IS 28.0' NORTH OF THE
CE0546'CENTERLINE OF PAVEMENT OF SMITH ROAD 24.5' WEST OF THE CROWN OF
CE0546'RIVERVIEW ROAD 11.0' NORTHEAST OF A TELEPHONE POLE AT THE
CE0546'NORTHWEST CORNER OF SMITH AND RIVERVIEW ROADS. REFERENCE MARK:
CE0546'1/2" IRON PIPE BUR. 4" AT P.I. MERRIMAN ROAD NEAR THE BRIDGE OVER
CE0546'SAND RUN IN A 9" ROUND CITY OF AKRON MONUMENT BOX.
CE0546
|
|
|
|
|
|
|
|
|
|
|
|
2226217.25
|
538484.6875
|
0101000020960E0000EC0079E814FC4041DBD7EDAAE96E2041
|
true
|
2012-08-28 10:07:00 -0400
|
false
|
41.14091156111111111111
|
-81.56428355
|
-81.56428355
|
41.1409115611109
|
2226217.81619274
|
538484.83384585
|
678552.547480641
|
164130.505617208
|
515
|
515
|
SUMMIT COUNTY GIS 11
|
GS0011
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
11
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD SCEHISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
19
|
41.55342
|
N
|
81
|
34
|
40.92389
|
W
|
ADJUSTED
|
-33.96
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
184916.874
|
677178.343
|
0.9999495
|
+
|
0
|
36
|
20.4
|
|
MT
|
C
|
|
|
|
239.525
|
785.842
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE EAST SIDE OF CHAFFEE ROAD APPRO. 0.05 MILES SOUTH OF NESBITT ROAD IN FRONT OF HOUSE #7829. IT IS 22.0' EAST OF CENTERLINE OF PAVEMENT OF CHAFFEE ROAD, 53.9' NORTHWEST OF A GAS LINE LINE MARKER AND
6.5' SOUTH OF A WATER VALVE.
GOOD FOR GPS.
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0011 ***********************************************************************
GS0011 DESIGNATION - SUMMIT COUNTY GIS 11
GS0011 PID - GS0011
GS0011 STATE/COUNTY- OH/SUMMIT
GS0011 USGS QUAD - PENINSULA
GS0011
GS0011 HORZ DATUM - NAD 83(1986)
GS0011 VERT DATUM - NGVD 88
GS0011
GS0011 POSITION - 41 19 41.55342(N) 081 34 40.92389(W) ADJUSTED
GS0011 83 minus 27 -
GS0011
GS0011 HEIGHT - 239.525 (meters) 785.842 (feet) GPS OBS
GS0011 88 minus 29 -
GS0011 ***********************************************************************
GS0011 LAPLACE CORR-
GS0011 GEOID HEIGHT- -33.965
GS0011
GS0011 HORZ ORDER - FIRST
GS0011 VERT ORDER - THIRD
GS0011
GS0011.The horizontal coordinates were established by GPS observations
GS0011.and adjusted by the Woolpert Consultants in March 1997.
GS0011
GS0011.The orthometric height was determined by GPS observations.
GS0011
GS0011
GS0011.The geoid height was determined by GEOID93.
GS0011
GS0011; North East Scale Converg.
GS0011;SPC OH N - 184916.874 677178.343 0.99994950 +0 36 20.46 MT
GS0011;SPC OH N - 606681.444 2221709.280 US SURVEY FEET
GS0011
GS0011_STATION MARK IS A SURVEY DISK
GS0011_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0011_THE MARK IS STAMPED: SUMMIT COUNTY GIS 11
GS0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0011+STABILITY: SURFACE MOTION
GS0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0011+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0011
GS0011 HISTORY - Year Condition Recov. By
GS0011 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0011 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
GS0011
GS0011 STATION DESCRIPTION
GS0011
GS0011'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0011'THE STATION IS LOCATED ON THE EAST SIDE OF CHAFFEE ROAD APPRO. 0.05
GS0011'MILES SOUTH OF NESBITT ROAD. IT IS 22.0' EAST OF CENTERLINE OF
GS0011'PAVEMENT OF CHAFFEE ROAD 26.5 NORTHWEST OF A GAS LINE METER AND
GS0011'53.9' NORTHWEST F A 36" CULVERT.
GS0011
|
|
|
|
|
|
|
|
|
|
|
|
2221709.5
|
606681.3125
|
0101000020960E000069D0E9A346F34041D675DDE3B2832241
|
true
|
2013-01-22 02:02:00 -0500
|
false
|
41.32820928333333333334
|
-81.57803441388888888889
|
-81.5780344138889
|
41.3282092833332
|
2221709.28057294
|
606681.445048983
|
677178.343075318
|
184916.874284661
|
516
|
516
|
SUMMIT COUNTY GIS 12
|
GS0012
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
12
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
22.28148
|
N
|
81
|
33
|
56.83669
|
W
|
ADJUSTED
|
-33.97
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
186184.113
|
678190.004
|
0.9999503
|
+
|
0
|
36
|
49.4
|
|
MT
|
C
|
|
|
|
283.316
|
929.513
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF VALLEY VIEW ROAD APPROX
150' EAST OF CANAL ROAD. IT IS 33.3' SOUTH OF CENTERLINE OF
PAVEMENT OF VALLEY VIEW ROAD 58.5' EAST OF A POWER TELEPHONE POLE
AND 19.1' WEST OF A FIRE HYDRANT.
GOOD FOR GPS.
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0012 ***********************************************************************
GS0012 DESIGNATION - SUMMIT COUNTY GIS 12
GS0012 PID - GS0012
GS0012 STATE/COUNTY- OH/SUMMIT
GS0012 USGS QUAD - PENINSULA
GS0012
GS0012 HORZ DATUM - NAD 83(1986)
GS0012 VERT DATUM - NGVD 88
GS0012
GS0012 POSITION - 41 20 22.28148(N) 081 33 56.83669(W) ADJUSTED
GS0012 83 minus 27 -
GS0012
GS0012 HEIGHT - 283.316 (meters) 929.513 (feet) GPS OBS
GS0012 88 minus 29 -
GS0012 ***********************************************************************
GS0012 LAPLACE CORR-
GS0012 GEOID HEIGHT- -33.971
GS0012
GS0012 HORZ ORDER - FIRST
GS0012 VERT ORDER - THIRD
GS0012
GS0012.The horizontal coordinates were established by GPS observations
GS0012.and adjusted by the Woolpert Consultants in March 1997.
GS0012
GS0012.The orthometric height was determined by GPS observations.
GS0012
GS0012
GS0012.The geoid height was determined by GEOID93.
GS0012
GS0012; North East Scale Converg.
GS0012;SPC OH N - 186184.113 678190.004 0.99995030 +0 36 49.43 MT
GS0012;SPC OH N - 610839.044 2225028.371 US SURVEY FEET
GS0012
GS0012_STATION MARK IS A SURVEY DISK
GS0012_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0012_THE MARK IS STAMPED: SUMMIT COUNTY GIS 12
GS0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0012+STABILITY: SURFACE MOTION
GS0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0012+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0012
GS0012 HISTORY - Year Condition Recov. By
GS0012 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0012 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0012
GS0012 STATION DESCRIPTION
GS0012
GS0012'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0012'THE STATION IS LOCATED ON THE SOUTH SIDE OF VALLEY VIEW ROAD APPROX
GS0012'150' EAST OF CANAL ROAD. IT IS 33.3' SOUTH OF CENTERLINE OF
GS0012'PAVEMENT OF VALLEY VIEW ROAD 58.5' EAST OF A POWER TELEPHONE POLE
GS0012'AND 19.1' WEST OF A FIRE HYDRANT.
GS0012
|
|
|
|
|
|
|
|
|
|
|
|
2225028.25
|
610839.3125
|
0101000020960E0000F93A9D2FC2F940413A2AE3162EA42241
|
true
|
2012-09-04 04:03:00 -0400
|
false
|
41.33952263333333333333
|
-81.56578796944444444444
|
-81.5657879694444
|
41.3395226333332
|
2225028.37198579
|
610839.044701881
|
678190.004161277
|
186184.113193341
|
517
|
517
|
SUMMIT COUNTY GIS 13
|
GS0013
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
13
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2000 DISTURBED COSE SURVEY FIELD CREW
HISTORY - 2005 DESTROYED SCE FIELD CREW…DRIVEWAY AT LOCATION
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
19
|
48.64658
|
N
|
81
|
33
|
3.98427
|
W
|
ADJUSTED
|
-33.94
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
185159.852
|
679430.008
|
0.9999496
|
+
|
0
|
37
|
24.1
|
|
MT
|
C
|
|
|
|
281.341
|
923.033
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF VALLEY VIEW ROAD APPROX
0.15 MILES WEST OF SPRING POND DRIVE. IT IS 35.0' SOUTH OF
CENTERLINE OF PAVEMENT OF VALLEY VIEW ROAD 102.7' SOUTHEAST OF A
FIRE HYDRANT AND 81.8' WEST OF A TELEPHONE POWER POLE.
DISK IS MARKED "DISTURBED".
|
2000-04-03 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0013 ***********************************************************************
GS0013 DESIGNATION - SUMMIT COUNTY GIS 13
GS0013 PID - GS0013
GS0013 STATE/COUNTY- OH/SUMMIT
GS0013 USGS QUAD - PENINSULA
GS0013
GS0013 HORZ DATUM - NAD 83(1986)
GS0013 VERT DATUM - NGVD 88
GS0013
GS0013 POSITION - 41 19 48.64658(N) 081 33 03.98427(W) ADJUSTED
GS0013 83 minus 27 -
GS0013
GS0013 HEIGHT - 281.341 (meters) 923.033 (feet) GPS OBS
GS0013 88 minus 29 -
GS0013 ***********************************************************************
GS0013 LAPLACE CORR-
GS0013 GEOID HEIGHT- -33.946
GS0013
GS0013 HORZ ORDER - FIRST
GS0013 VERT ORDER - THIRD
GS0013
GS0013.The horizontal coordinates were established by GPS observations
GS0013.and adjusted by the Woolpert Consultants in March 1997.
GS0013
GS0013.The orthometric height was determined by GPS observations.
GS0013
GS0013
GS0013.The geoid height was determined by GEOID93.
GS0013
GS0013; North East Scale Converg.
GS0013;SPC OH N - 185159.852 679430.008 0.99994960 +0 37 24.15 MT
GS0013;SPC OH N - 607478.614 2229096.618 US SURVEY FEET
GS0013
GS0013_STATION MARK IS A SURVEY DISK
GS0013_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0013_THE MARK IS STAMPED: SUMMIT COUNTY GIS 13
GS0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0013+STABILITY: SURFACE MOTION
GS0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0013+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0013
GS0013 HISTORY - Year Condition Recov. By
GS0013 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0013 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0013
GS0013 STATION DESCRIPTION
GS0013
GS0013'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0013'THE STATION IS LOCATED ON THE SOUTH SIDE OF VALLEY VIEW ROAD APPROX
GS0013'0.15 MILES WEST OF SPRING POND DRIVE. IT IS 35.0' SOUTH OF
GS0013'CENTERLINE OF PAVEMENT OF VALLEY VIEW ROAD 102.7' SOUTHEAST OF A
GS0013'FIRE HYDRANT AND 81.8' WEST OF A TELEPHONE POWER POLE.
GS0013
|
|
|
|
|
|
|
|
|
|
|
|
2229096.0
|
607479.1875
|
0101000020960E0000464C064FB4014141A6DB153AED892241
|
false
|
2005-10-26 10:53:00 -0400
|
false
|
41.33017960555555555556
|
-81.55110674166666666667
|
-81.5511067416667
|
41.3301796055554
|
2229096.6173797
|
607478.613448013
|
679430.007837347
|
185159.851698644
|
518
|
518
|
SUMMIT COUNTY GIS 14
|
GS0014
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
14
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
4.45838
|
N
|
81
|
28
|
45.22416
|
W
|
ADJUSTED
|
-33.9
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
185715.531
|
685440.786
|
0.9999499
|
+
|
0
|
40
|
14.1
|
|
MT
|
C
|
|
|
|
326.718
|
1071.907
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.8' WEST OF CENTERLINE OF PAVEMENT OF
CHAMBERLAIN ROAD, 0.17 MILES SOUTH OF WALDO WAY, 95.3' NORTH OF A
POWER POLE AND 134.3' SOUTHWEST OF A POWER POLE. IT IS ALSO 30 FEET
NORTH OF THE NORTH DRIVEWAY FOR HOUSE #9802 CHAMBERLAIN ROAD.
|
2021-11-10 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0014 ***********************************************************************
GS0014 DESIGNATION - SUMMIT COUNTY GIS 14
GS0014 PID - GS0014
GS0014 STATE/COUNTY- OH/SUMMIT
GS0014 USGS QUAD - TWINSBURG
GS0014
GS0014 HORZ DATUM - NAD 83(1986)
GS0014 VERT DATUM - NGVD 88
GS0014
GS0014 POSITION - 41 20 04.45838(N) 081 28 45.22416(W) ADJUSTED
GS0014 83 minus 27 -
GS0014
GS0014 HEIGHT - 326.718 (meters) 1071.907 (feet) GPS OBS
GS0014 88 minus 29 -
GS0014 ***********************************************************************
GS0014 LAPLACE CORR-
GS0014 GEOID HEIGHT- -33.907
GS0014
GS0014 HORZ ORDER - FIRST
GS0014 VERT ORDER - THIRD
GS0014
GS0014.The horizontal coordinates were established by GPS observations
GS0014.and adjusted by the Woolpert Consultants in March 1997.
GS0014
GS0014.The orthometric height was determined by GPS observations.
GS0014
GS0014
GS0014.The geoid height was determined by GEOID93.
GS0014
GS0014; North East Scale Converg.
GS0014;SPC OH N - 185715.531 685440.786 0.99994990 +0 40 14.14 MT
GS0014;SPC OH N - 609301.705 2248816.979 US SURVEY FEET
GS0014
GS0014_STATION MARK IS A SURVEY DISK
GS0014_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0014_THE MARK IS STAMPED: SUMMIT COUNTY GIS 14
GS0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0014+STABILITY: SURFACE MOTION
GS0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0014+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0014
GS0014 HISTORY - Year Condition Recov. By
GS0014 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0014 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0014
GS0014 STATION DESCRIPTION
GS0014
GS0014'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0014'THE STATION IS LOCATED 21.8' WST OF CENTERLINE OF PAVEMENT OF
GS0014'CHAMBERLAIN ROAD 0.17 MILES SOUTH OF WALDO WAY 95.3' NORTH OF A
GS0014'POWER POLE AND 134.3' SOUTHWEST OF A POWER POLE. IT IS ALSO NEAR
GS0014'THE NORTH SIDE IF A DRIVEWAY FOR HOUSE #9802 CHAMBERLAIN ROAD.
GS0014
|
|
|
|
|
|
|
|
|
|
|
|
2248818.0
|
609301.75
|
0101000020960E0000C2B2087D38284141782D05682B982241
|
true
|
2011-02-07 09:22:00 -0500
|
false
|
41.33457177222222222222
|
-81.47922893333333333334
|
-81.4792289333333
|
41.3345717722221
|
2248816.97682795
|
609301.703164502
|
685440.78541873
|
185715.530555586
|
519
|
519
|
SUMMIT COUNTY GIS 15
|
GS0015
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
15
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW COSESURVEY FIELD CREW - 2021 GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
9.00533
|
N
|
81
|
27
|
26.96674
|
W
|
ADJUSTED
|
-33.89
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
185877.31
|
687258.556
|
0.9999501
|
+
|
0
|
41
|
5.55
|
|
MT
|
C
|
|
|
|
291.468
|
956.258
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 31.0' NORTHEAST OF CENTERLINE OF PAVEMENT OF
EAST IDLEWOOD DRIVE, 184.7' NORTH OF DOORIDGE DRIVE, 47.0' SOUTHEAST
OF POWER POLE #TW2220 AND 96.7' NORTHEAST OF A POWER POLE.
7 FEET SOUTHWEST OF CORNER PARKING LOT FOR CENTER VALLEY
PARK CITY OF TWINSBURG. 7.3 FT. EAST OF THE EAST EDGE OF SIDEWALK. 34.55 NE Top Bolt of Fire Hydrant. 50.40 SE of E side up wet #9003/017
|
2021-05-21 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0015 ***********************************************************************
GS0015 DESIGNATION - SUMMIT COUNTY GIS 15
GS0015 PID - GS0015
GS0015 STATE/COUNTY- OH/SUMMIT
GS0015 USGS QUAD - TWINSBURG
GS0015
GS0015 HORZ DATUM - NAD 83(1986)
GS0015 VERT DATUM - NGVD 88
GS0015
GS0015 POSITION - 41 20 09.00533(N) 081 27 26.96674(W) ADJUSTED
GS0015 83 minus 27 -
GS0015
GS0015 HEIGHT - 291.468 (meters) 956.258 (feet) GPS OBS
GS0015 88 minus 29 -
GS0015 ***********************************************************************
GS0015 LAPLACE CORR-
GS0015 GEOID HEIGHT- -33.897
GS0015
GS0015 HORZ ORDER - FIRST
GS0015 VERT ORDER - THIRD
GS0015
GS0015.The horizontal coordinates were established by GPS observations
GS0015.and adjusted by the Woolpert Consultants in March 1997.
GS0015
GS0015.The orthometric height was determined by GPS observations.
GS0015
GS0015
GS0015.The geoid height was determined by GEOID93.
GS0015
GS0015; North East Scale Converg.
GS0015;SPC OH N - 185877.310 687258.556 0.99995010 +0 41 5.556 MT
GS0015;SPC OH N - 609832.475 2254780.779 US SURVEY FEET
GS0015
GS0015_STATION MARK IS A SURVEY DISK
GS0015_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0015_THE MARK IS STAMPED: SUMMIT COUNTY GIS 15
GS0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0015+STABILITY: SURFACE MOTION
GS0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0015+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0015
GS0015 HISTORY - Year Condition Recov. By
GS0015 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0015 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0015
GS0015 STATION DESCRIPTION
GS0015
GS0015'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0015'THE STATION IS LOCATED 31.0' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0015'EAST IDLEWOOD DRIVE 184.7' NORTH OF DOORIDGE DRIVE 47.0' SOUTHEAST
GS0015'OF A POWER POLE AND 96.7' NORTHEAST OF A POWER POLE.
GS0015'7 FEET SOUTHWEST OF CORNER PARKING LOT FOR CENTER VALLEY
GS0015'PARK CITY OF TWINSBURG.
GS0015
|
|
|
|
|
|
|
|
|
|
|
|
2254781.25
|
609832.375
|
0101000020960E0000A26EB163DE3341410C6546F3509C2241
|
true
|
2011-02-07 09:24:00 -0500
|
false
|
41.33583481388888888889
|
-81.45749076111111111111
|
-81.4574907611111
|
41.3358348138887
|
2254780.7788523
|
609832.475146444
|
687258.555911293
|
185877.310179241
|
520
|
520
|
SUMMIT COUNTY GIS 16
|
GS0016
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
16
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
19
|
45.86533
|
N
|
81
|
26
|
25.59654
|
W
|
ADJUSTED
|
-33.87
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
185180.723
|
688694.024
|
0.9999496
|
+
|
0
|
41
|
45.8
|
|
MT
|
C
|
|
|
|
317.886
|
1042.931
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.5' WEST OF CENTERLINE OF PAVEMENT OF DARROW ROAD, 0.25 MILES SOUTH OF POST ROAD, 106.2' SOUTH OF A POWER POLE AND 57.9' NORTH OF A POWER POLE. IT IS 9.0' SOUTHWEST OF A FIRE HYDRANT. IT IS NORTH OF AN ASPHALT DRIVE TO HOUSE # 9666 ON THE WEST SIDE OF SR. 91 IN A ROUND MONUMENT BOX.
|
2021-12-29 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0016 ***********************************************************************
GS0016 DESIGNATION - SUMMIT COUNTY GIS 16
GS0016 PID - GS0016
GS0016 STATE/COUNTY- OH/SUMMIT
GS0016 USGS QUAD - TWINSBURG
GS0016
GS0016 HORZ DATUM - NAD 83(1986)
GS0016 VERT DATUM - NGVD 88
GS0016
GS0016 POSITION - 41 19 45.86533(N) 081 26 25.59654(W) ADJUSTED
GS0016 83 minus 27 -
GS0016
GS0016 HEIGHT - 317.886 (meters) 1042.931 (feet) GPS OBS
GS0016 88 minus 29 -
GS0016 ***********************************************************************
GS0016 LAPLACE CORR-
GS0016 GEOID HEIGHT- -33.878
GS0016
GS0016 HORZ ORDER - FIRST
GS0016 VERT ORDER - THIRD
GS0016
GS0016.The horizontal coordinates were established by GPS observations
GS0016.and adjusted by the Woolpert Consultants in March 1997.
GS0016
GS0016.The orthometric height was determined by GPS observations.
GS0016
GS0016
GS0016.The geoid height was determined by GEOID93.
GS0016
GS0016; North East Scale Converg.
GS0016;SPC OH N - 185180.723 688694.024 0.99994960 +0 41 45.87 MT
GS0016;SPC OH N - 607547.089 2259490.310 US SURVEY FEET
GS0016
GS0016_STATION MARK IS A SURVEY DISK
GS0016_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0016_THE MARK IS STAMPED: SUMMIT COUNTY GIS 16
GS0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0016+STABILITY: SURFACE MOTION
GS0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0016+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0016
GS0016 HISTORY - Year Condition Recov. By
GS0016 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0016 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0016
GS0016 STATION DESCRIPTION
GS0016
GS0016'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0016'THE STATION IS LOCATED 28.5' WEST OF CENTERLINE OF PAVEMENT OF
GS0016'DARROW ROAD 0.25 MILES SOUTH OF POST ROAD 106.2' SOUTH OF A POWER
GS0016'POLE AND 57.9' NORTH OF A POWER POLE.
GS0016'IT IS 9.0' SOUTHWEST OF A FIRE HYDRANT.
GS0016'IT IS NORTH OF AN ASPHALT DRIVE TO HOUSE # 9666
GS0016'ON THE WEST SIDE OF SR 91.
GS0016
|
|
|
|
|
|
|
|
|
|
|
|
2259490.0
|
607547.0
|
0101000020960E0000D196CE27113D4141785D062D768A2241
|
true
|
2011-04-05 10:35:00 -0400
|
false
|
41.32940703611111111111
|
-81.44044348333333333333
|
-81.4404434833333
|
41.329407036111
|
2259490.3109921
|
607547.087939187
|
688694.02417844
|
185180.722765294
|
521
|
521
|
SUMMIT COUNTY GIS 17
|
GS0017
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
17
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2005 GOOD COSE SURVEY FIELD CREW
HISTORY - 2011 GOOD COSE SURVEY FIELD CREW
HISTORY - 2014 UNABLE TO LOCATED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
4.38487
|
N
|
81
|
24
|
22.81913
|
W
|
ADJUSTED
|
-33.86
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
185787.22
|
691541.582
|
0.9999499
|
+
|
0
|
43
|
6.53
|
|
MT
|
C
|
|
|
|
306.904
|
1006.901
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 18.1' WEST OF CENTERLINE OF PAVEMENT OF PIRATES TRAIL, 96.2' SOUTH OF EXTENDED CENTERLINE OF PAVEMENT OF TRADEWIND COVE, 73.8' SOUTH OF A FIRE HYDRANT AND 87.3' NORTHWEST OF THE NORTHWEST CORNER OF AN INLET.
IT IS ALSO 97.8' SOUTHWEST OF THE POINT OF INTERSECTION OF PIRATES TRAIL AND TRADEWIND COVE, LOCATED BETWEEN HOUSE NUMBERS 10066 & 10074.
|
2014-04-01 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0017 ***********************************************************************
GS0017 DESIGNATION - SUMMIT COUNTY GIS 17
GS0017 PID - GS0017
GS0017 STATE/COUNTY- OH/SUMMIT
GS0017 USGS QUAD - TWINSBURG
GS0017
GS0017 HORZ DATUM - NAD 83(1986)
GS0017 VERT DATUM - NGVD 88
GS0017
GS0017 POSITION - 41 20 04.38487(N) 081 24 22.81913(W) ADJUSTED
GS0017 83 minus 27 -
GS0017
GS0017 HEIGHT - 306.904 (meters) 1006.901 (feet) GPS OBS
GS0017 88 minus 29 -
GS0017 ***********************************************************************
GS0017 LAPLACE CORR-
GS0017 GEOID HEIGHT- -33.866
GS0017
GS0017 HORZ ORDER - FIRST
GS0017 VERT ORDER - THIRD
GS0017
GS0017.The horizontal coordinates were established by GPS observations
GS0017.and adjusted by the Woolpert Consultants in March 1997.
GS0017
GS0017.The orthometric height was determined by GPS observations.
GS0017
GS0017
GS0017.The geoid height was determined by GEOID93.
GS0017
GS0017; North East Scale Converg.
GS0017;SPC OH N - 185787.220 691541.582 0.99994990 +0 43 6.532 MT
GS0017;SPC OH N - 609536.904 2268832.674 US SURVEY FEET
GS0017
GS0017_STATION MARK IS A SURVEY DISK
GS0017_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0017_THE MARK IS STAMPED: SUMMIT COUNTY GIS 17
GS0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0017+STABILITY: SURFACE MOTION
GS0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0017+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0017
GS0017 HISTORY - Year Condition Recov. By
GS0017 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0017 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0017
GS0017 STATION DESCRIPTION
GS0017
GS0017'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0017'THE STATION IS LOCATED 18.1' WEST OF CENTERLINE OF PAVEMENT OF
GS0017'PIRATES TRAIL 96.2' SOUTH OF EXTENDED CENTERLINE OF PAVEMENT OF
GS0017'TRADEWIND COVE 73.8' SOUTH OF A FIRE HYDRANT AND 87.3' NORTHWEST OF
GS0017'THE NORTHWEST CORNER OF AN INLET.
GS0017'IT IS ALSO 97.8' SOUTHWEST OF THE POINT OF INTERSECTION OF PIRATES
GS0017'TRAIL AND TRADEWIND COVE.
GS0017'LOCATED BETWEEN HOUSE NUMBERS 10066 & 10074.
GS0017
|
|
|
|
|
|
|
|
|
|
|
|
2268831.75
|
609537.4375
|
0101000020960E0000312D4656504F4141077B26CF019A2241
|
true
|
2014-04-02 10:42:00 -0400
|
false
|
41.33455135277777777777
|
-81.40633864722222222222
|
-81.4063386472222
|
41.3345513527776
|
2268832.67401662
|
609536.904590458
|
691541.582123429
|
185787.220093596
|
522
|
522
|
SUMMIT COUNTY GIS 18
|
GS0018
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
18
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 NOT RECOVERED
HISTORY - 2014 DESTROYED
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
19
|
53.85303
|
N
|
81
|
23
|
29.79219
|
W
|
ADJUSTED
|
-33.85
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
185477.919
|
692778.55
|
0.9999497
|
+
|
0
|
43
|
41.3
|
|
MT
|
C
|
|
|
|
305.522
|
1002.367
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.0' NORTH OF CENTERLINE OF PAVEMENT OF
SURFSIDE CIRCLE AND 484.4' EAST OF CENTERLINE OF PAVEMENT OF PEBBLE
BEACH. 70.1' NORTHEAST OF A SEWER MANHOLE 45.9' NORTHWEST OF THE
NORTHWEST CORNER OF AN INLET ON A CATCH BASIN.
RECOVERY NOTE BY COSE 2000. NEW SIDEWALK BUILT. UNABLE TO LOCATE.
|
2014-04-13 20:00:00 -0400
|
SCE
|
Destroyed
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0018 ***********************************************************************
GS0018 DESIGNATION - SUMMIT COUNTY GIS 18
GS0018 PID - GS0018
GS0018 STATE/COUNTY- OH/SUMMIT
GS0018 USGS QUAD - TWINSBURG
GS0018
GS0018 HORZ DATUM - NAD 83(1986)
GS0018 VERT DATUM - NGVD 88
GS0018
GS0018 POSITION - 41 19 53.85303(N) 081 23 29.79219(W) ADJUSTED
GS0018 83 minus 27 -
GS0018
GS0018 HEIGHT - 305.522 (meters) 1002.367 (feet) GPS OBS
GS0018 88 minus 29 -
GS0018 ***********************************************************************
GS0018 LAPLACE CORR-
GS0018 GEOID HEIGHT- -33.853
GS0018
GS0018 HORZ ORDER - FIRST
GS0018 VERT ORDER - THIRD
GS0018
GS0018.The horizontal coordinates were established by GPS observations
GS0018.and adjusted by the Woolpert Consultants in March 1997.
GS0018
GS0018.The orthometric height was determined by GPS observations.
GS0018
GS0018
GS0018.The geoid height was determined by GEOID93.
GS0018
GS0018; North East Scale Converg.
GS0018;SPC OH N - 185477.919 692778.550 0.99994970 +0 43 41.36 MT
GS0018;SPC OH N - 608522.139 2272890.959 US SURVEY FEET
GS0018
GS0018_STATION MARK IS A SURVEY DISK
GS0018_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0018_THE MARK IS STAMPED: SUMMIT COUNTY GIS 18
GS0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0018+STABILITY: SURFACE MOTION
GS0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0018+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0018
GS0018 HISTORY - Year Condition Recov. By
GS0018 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0018 HISTORY - 2000 NOT RECOVERED
GS0018
GS0018 STATION DESCRIPTION
GS0018
GS0018'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0018'THE STATION IS LOCATED 27.0' NORTH OF CENTERLINE OF PAVEMENT OF
GS0018'SURFSIDE CIRCLE AND 484.4' EAST OF CENTERLINE OF PAVEMENT OF PEBBLE
GS0018'BEACH. 70.1' NORTHEAST OF A SEWER MANHOLE 45.9' NORTHWEST OF THE
GS0018'NORTHWEST CORNER OF AN INLET ON A CATCH BASIN.
GS0018
GS0018'RECOVERY NOTE BY COSE 2000. NEW SIDEWALK BUILT.
GS0018
|
|
|
|
|
|
|
|
|
|
|
|
2272891.0
|
608522.5
|
0101000020960E000005C0D47A3D5741414A27214714922241
|
true
|
2014-04-14 06:29:00 -0400
|
false
|
41.33162584166666666667
|
-81.39160894166666666666
|
-81.3916089416667
|
41.3316258416665
|
2272890.95961762
|
608522.138924816
|
692778.55004855
|
185477.918900105
|
523
|
523
|
SUMMIT COUNTY GIS 19
|
GS0019
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
19
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2013 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
19
|
26.35932
|
N
|
81
|
36
|
7.2123
|
W
|
ADJUSTED
|
-33.96
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
184427.249
|
675176.78
|
0.9999491
|
+
|
0
|
35
|
23.7
|
|
MT
|
C
|
|
|
|
236.686
|
776.527
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF S.R. 82 APPROXIMATELY
150' WEST OF CINNABAR. IT IS 32.0' NORTH OF CENTERLINE OF PAVEMNET
OF S.R. 82 23.3' NORTHWEST OF AN OHIO BELL TELEPHONE MANHOLE AND
77.3' NORTHWEST OF A CATCH BASIN.
STATION RECOVERY NOTE COSE 2000
NEW SIDEWALK 32 FEET OFF CENTERLINE NOT RECOVERED
|
2013-11-14 19:00:00 -0500
|
SCE
|
Unable to Locate
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0019 ***********************************************************************
GS0019 DESIGNATION - SUMMIT COUNTY GIS 19
GS0019 PID - GS0019
GS0019 STATE/COUNTY- OH/SUMMIT
GS0019 USGS QUAD - PENINSULA
GS0019
GS0019 HORZ DATUM - NAD 83(1986)
GS0019 VERT DATUM - NGVD 88
GS0019
GS0019 POSITION - 41 19 26.35932(N) 081 36 07.21230(W) ADJUSTED
GS0019 83 minus 27 -
GS0019
GS0019 HEIGHT - 236.686 (meters) 776.527 (feet) GPS OBS
GS0019 88 minus 29 -
GS0019 ***********************************************************************
GS0019 LAPLACE CORR-
GS0019 GEOID HEIGHT- -33.962
GS0019
GS0019 HORZ ORDER - FIRST
GS0019 VERT ORDER - THIRD
GS0019
GS0019.The horizontal coordinates were established by GPS observations
GS0019.and adjusted by the Woolpert Consultants in March 1997.
GS0019
GS0019.The orthometric height was determined by GPS observations.
GS0019
GS0019
GS0019.The geoid height was determined by GEOID93.
GS0019
GS0019; North East Scale Converg.
GS0019;SPC OH N - 184427.249 675176.780 0.99994910 +0 35 23.78 MT
GS0019;SPC OH N - 605075.066 2215142.486 US SURVEY FEET
GS0019
GS0019_STATION MARK IS A SURVEY DISK
GS0019_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0019_THE MARK IS STAMPED: SUMMIT COUNTY GIS 19
GS0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0019+STABILITY: SURFACE MOTION
GS0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0019+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0019
GS0019 HISTORY - Year Condition Recov. By
GS0019 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0019 HISTORY - 2000 NOT RECOVERED COSE SURVEY FIELD CREW
GS0019
GS0019
GS0019 STATION DESCRIPTION
GS0019
GS0019'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0019'THE STATION IS LOCATED ON THE NORTH SIDE OF S.R. 82 APPROXIMATELY
GS0019'150' WEST OF CINNABAR. IT IS 32.0' NORTH OF CENTERLINE OF PAVEMNET
GS0019'OF S.R. 82 23.3' NORTHWEST OF AN OHIO BELL TELEPHONE MANHOLE AND
GS0019'77.3' NORTHWEST OF A CATCH BASIN.
GS0019
GS0019'STATION RECOVERY NOTE COSE 2000
GS0019'NEW SIDEWALK 32 FEET OFF CENTERLINE NOT RECOVERED
GS0019
|
|
|
|
|
|
|
|
|
|
|
|
2215142.0
|
605075.5
|
0101000020960E000035DE2A3E73E640417B99D42126772241
|
true
|
2013-11-27 04:01:00 -0500
|
false
|
41.3239887
|
-81.60200341666666666667
|
-81.6020034166667
|
41.3239886999999
|
2215142.48568323
|
605075.066075131
|
675176.779989808
|
184427.248994182
|
524
|
524
|
SUMMIT COUNTY GIS 20
|
GS0020
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
20
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW HISTORY 2017 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
54.71894
|
N
|
81
|
34
|
22.31933
|
W
|
ADJUSTED
|
-33.93
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
183476.77
|
677626.296
|
0.9999484
|
+
|
0
|
36
|
32.6
|
|
MT
|
C
|
|
|
|
248.895
|
816.583
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF S.R. 82 APPROX. 0.25
MILES EAST OF CHAFFEE ROAD. IT IS 9.5' NORTHWEST OF A 27" CULVERT
35.9' SOUTHWEST OF A TELEPHONE POWER POLE # NF 3579 AND 19.7'SOUTHEAST OF A
GAS VALVE.
DESCRIBED BY COSE 2000
37 FEET EAST OF CENTERLINE OF SERVICE DRIVE TO BRENTWOOD HEALTH CARE
CENTER #907 WEST AURORA ROAD ALSO 2' SOUTHWEST OF THE NORTHWEST
CORNER OF TELEPHONE SWITCHBOX CONCRETE PAD.
GOOD FOR GPS.
|
2017-09-26 00:00:00 -0400
|
SCE
|
UNABLE TO LOCATE
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0020 ***********************************************************************
GS0020 DESIGNATION - SUMMIT COUNTY GIS 20
GS0020 PID - GS0020
GS0020 STATE/COUNTY- OH/SUMMIT
GS0020 USGS QUAD - PENINSULA
GS0020
GS0020 HORZ DATUM - NAD 83(1986)
GS0020 VERT DATUM - NGVD 88
GS0020
GS0020 POSITION - 41 18 54.71894(N) 081 34 22.31933(W) ADJUSTED
GS0020 83 minus 27 -
GS0020
GS0020 HEIGHT - 248.895 (meters) 816.583 (feet) GPS OBS
GS0020 88 minus 29 -
GS0020 ***********************************************************************
GS0020 LAPLACE CORR-
GS0020 GEOID HEIGHT- -33.933
GS0020
GS0020 HORZ ORDER - FIRST
GS0020 VERT ORDER - THIRD
GS0020
GS0020.The horizontal coordinates were established by GPS observations
GS0020.and adjusted by the Woolpert Consultants in March 1997.
GS0020
GS0020.The orthometric height was determined by GPS observations.
GS0020
GS0020
GS0020.The geoid height was determined by GEOID93.
GS0020
GS0020; North East Scale Converg.
GS0020;SPC OH N - 183476.770 677626.296 0.99994840 +0 36 32.69 MT
GS0020;SPC OH N - 601956.703 2223178.939 US SURVEY FEET
GS0020
GS0020_STATION MARK IS A SURVEY DISK
GS0020_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0020_THE MARK IS STAMPED: SUMMIT COUNTY GIS 20
GS0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0020+STABILITY: SURFACE MOTION
GS0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0020+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0020
GS0020 HISTORY - Year Condition Recov. By
GS0020 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0020 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0020
GS0020 STATION DESCRIPTION
GS0020
GS0020'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0020'THE STATION IS LOCATED ON THE NORTH SIDE OF S.R. 82 APPROX. 0.25
GS0020'MILES EAST OF CHAFFEE ROAD. IT IS 9.5' NORTHWEST OF A 27" CULVERT
GS0020'35.9' SOUTHWEST OF A TELEPHONE POWER POLE # NF 3579 AND 19.7'SOUTHEAST OF A
GS0020'GAS VALVE.
GS0020
GS0020'DESCRIBED BY COSE 2000
GS0020'37 FEET EAST OF CENTERLINE OF SERVICE DRIVE TO BRENTWOOD HEALTH CARE
GS0020'CENTER 907 WEST AURORA ROAD ALSO 24 INCHES SOUTHWEST OF THE NORTHWEST
GS0020'CORNER OF TELEPHONE SWITCHBOX CONCRETE PAD.
GS0020
|
|
|
|
|
|
|
|
|
|
|
|
2223178.5
|
601957.125
|
0101000020960E00002AE5567825F64041AC336868C95E2241
|
true
|
2012-09-04 04:05:00 -0400
|
false
|
41.31519970555555555556
|
-81.57286648055555555556
|
-81.5728664805555
|
41.3151997055554
|
2223178.94015183
|
601956.703919997
|
677626.29621087
|
183476.77030834
|
525
|
525
|
SUMMIT COUNTY GIS 21
|
GS0021
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
21
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
28.06822
|
N
|
81
|
33
|
10.74757
|
W
|
ADJUSTED
|
-33.91
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
182672.572
|
679299.743
|
0.9999479
|
+
|
0
|
37
|
19.7
|
|
MT
|
C
|
|
|
|
281.837
|
924.66
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION
OF FORSYTH BOULEVARD AND SHEARER ROAD. IT IS 34.5 SOUTHEAST OF
POWER TELEPHONE POLE #455E6, 38.4' SOUTH OF CENTERLINE OF PAVEMENT OF
FORSYTH BOULEVARD AND 18.2' WEST OF CENTERLINE OF PAVEMENT OF
SHEARER ROAD.
GOOD FOR GPS.
|
2023-02-02 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0021 ***********************************************************************
GS0021 DESIGNATION - SUMMIT COUNTY GIS 21
GS0021 PID - GS0021
GS0021 STATE/COUNTY- OH/SUMMIT
GS0021 USGS QUAD - PENINSULA
GS0021
GS0021 HORZ DATUM - NAD 83(1986)
GS0021 VERT DATUM - NGVD 88
GS0021
GS0021 POSITION - 41 18 28.06822(N) 081 33 10.74757(W) ADJUSTED
GS0021 83 minus 27 -
GS0021
GS0021 HEIGHT - 281.837 (meters) 924.660 (feet) GPS OBS
GS0021 88 minus 29 -
GS0021 ***********************************************************************
GS0021 LAPLACE CORR-
GS0021 GEOID HEIGHT- -33.911
GS0021
GS0021 HORZ ORDER - FIRST
GS0021 VERT ORDER - THIRD
GS0021
GS0021.The horizontal coordinates were established by GPS observations
GS0021.and adjusted by the Woolpert Consultants in March 1997.
GS0021
GS0021.The orthometric height was determined by GPS observations.
GS0021
GS0021
GS0021.The geoid height was determined by GEOID93.
GS0021
GS0021; North East Scale Converg.
GS0021;SPC OH N - 182672.572 679299.743 0.99994790 +0 37 19.70 MT
GS0021;SPC OH N - 599318.263 2228669.240 US SURVEY FEET
GS0021
GS0021_STATION MARK IS A SURVEY DISK
GS0021_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0021_THE MARK IS STAMPED: SUMMIT COUNTY GIS 21
GS0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0021+STABILITY: SURFACE MOTION
GS0021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0021+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0021
GS0021 HISTORY - Year Condition Recov. By
GS0021 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0021 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0021
GS0021 STATION DESCRIPTION
GS0021
GS0021'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0021'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION
GS0021'OF FORSYTH BOULEVARD AND SHEARER ROAD. IT IS 34.5 SOUTHEAST OF A
GS0021'POWER TELEPHONE POLE 38.4' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0021'FORSYTH BOULEVARD AND 18.2' WEST OF CENTERLINE OF PAVEMENT OF
GS0021'SHEARER ROAD
GS0021
|
|
|
|
|
|
|
|
|
|
|
|
2228669.0
|
599318.1875
|
0101000020960E00007E62919EDE004141E4551F872C4A2241
|
true
|
2012-09-04 04:06:00 -0400
|
false
|
41.30779672777777777778
|
-81.55298543611111111111
|
-81.5529854361111
|
41.3077967277776
|
2228669.23881179
|
599318.263910946
|
679299.742589319
|
182672.572185185
|
526
|
526
|
SUMMIT COUNTY GIS 22
|
GS0022
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
22
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2005 GOOD SCEHISTORY - 2013 GOOD SCE - 2019 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
50.44168
|
N
|
81
|
32
|
2.0372
|
W
|
ADJUSTED
|
-33.91
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
183380.244
|
680890.247
|
0.9999484
|
+
|
0
|
38
|
4.84
|
|
MT
|
C
|
|
|
|
299.904
|
983.935
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION
OF S.R. 82 AND VESTA AVENUE. IT IS 59.3' SOUTH OF CENTERLINE OF
PAVEMENT OF S.R. 82 46.6' EAST OF POWER TELEPHONE POLE (NF2756) AND
24.8' SOUTHEAST OF A CATCH BASIN.
|
2023-02-02 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0022 ***********************************************************************
GS0022 DESIGNATION - SUMMIT COUNTY GIS 22
GS0022 PID - GS0022
GS0022 STATE/COUNTY- OH/SUMMIT
GS0022 USGS QUAD - PENINSULA
GS0022
GS0022 HORZ DATUM - NAD 83(1986)
GS0022 VERT DATUM - NGVD 88
GS0022
GS0022 POSITION - 41 18 50.44168(N) 081 32 02.03720(W) ADJUSTED
GS0022 83 minus 27 -
GS0022
GS0022 HEIGHT - 299.904 (meters) 983.935 (feet) GPS OBS
GS0022 88 minus 29 -
GS0022 ***********************************************************************
GS0022 LAPLACE CORR-
GS0022 GEOID HEIGHT- -33.911
GS0022
GS0022 HORZ ORDER - FIRST
GS0022 VERT ORDER - THIRD
GS0022
GS0022.The horizontal coordinates were established by GPS observations
GS0022.and adjusted by the Woolpert Consultants in March 1997.
GS0022
GS0022.The orthometric height was determined by GPS observations.
GS0022
GS0022
GS0022.The geoid height was determined by GEOID93.
GS0022
GS0022; North East Scale Converg.
GS0022;SPC OH N - 183380.244 680890.247 0.99994840 +0 38 4.848 MT
GS0022;SPC OH N - 601640.017 2233887.419 US SURVEY FEET
GS0022
GS0022_STATION MARK IS A SURVEY DISK
GS0022_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0022_THE MARK IS STAMPED: SUMMIT COUNTY GIS 22
GS0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0022+STABILITY: SURFACE MOTION
GS0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0022+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0022
GS0022 HISTORY - Year Condition Recov. By
GS0022 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0022
GS0022 STATION DESCRIPTION
GS0022
GS0022'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0022'THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION
GS0022'OF S.R. 82 AND VEST AVENUE. IT IS 59.3' SOUTH OF CENTERLINE OF
GS0022'PAVEMENT OF S.R. 82 46.6'EAST OF POWER TELEPHONE POLE (NF2756) AND
GS0022'24.8' SOUTHEAST OF A CATCH BASIN.
GS0022
|
|
|
|
|
|
|
|
|
|
|
|
2233888.0
|
601639.6875
|
0101000020960E00009EFC69B50F0B41412CF05C08505C2241
|
true
|
2013-01-22 02:04:00 -0500
|
false
|
41.31401157777777777778
|
-81.53389922222222222222
|
-81.5338992222222
|
41.3140115777776
|
2233887.41729696
|
601640.016334062
|
680890.246572606
|
183380.243739094
|
527
|
527
|
SUMMIT COUNTY GIS 23
|
GS0023
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
23
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2014 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE FIELD CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
45.59119
|
N
|
81
|
29
|
36.40501
|
W
|
ADJUSTED
|
-33.88
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
183268.929
|
684278.931
|
0.9999483
|
+
|
0
|
39
|
40.5
|
|
MT
|
C
|
|
|
|
328.336
|
1077.216
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 39.3' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
EAST AURORA ROAD 0.22 MILES WEST OF WEST SHEPPARD ROAD 9.4' WEST OF
A WATER METER AND 86.3' EAST OF A POWER POLE.
FURTHER DESCRIBED BY COSE 2000
32 FEET WEST OF TELEPHONE POLE #3000/095. ALSO IN FRONT OF UNITED
METHODIST CHURCH OF MACEDONIA #1280 EAST AURORA ROAD. 9' SOUTHWEST OF A WATER METER MANHOLE. 16' SOUTH OF CURB, 10 INCHES DEEP.
GOOD FOR GPS.
|
2023-02-02 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0023 ***********************************************************************
GS0023 DESIGNATION - SUMMIT COUNTY GIS 23
GS0023 PID - GS0023
GS0023 STATE/COUNTY- OH/SUMMIT
GS0023 USGS QUAD - TWINSBURG
GS0023
GS0023 HORZ DATUM - NAD 83(1986)
GS0023 VERT DATUM - NGVD 88
GS0023
GS0023 POSITION - 41 18 45.59119(N) 081 29 36.40501(W) ADJUSTED
GS0023 83 minus 27 -
GS0023
GS0023 HEIGHT - 328.336 (meters) 1077.216 (feet) GPS OBS
GS0023 88 minus 29 -
GS0023 ***********************************************************************
GS0023 LAPLACE CORR-
GS0023 GEOID HEIGHT- -33.881
GS0023
GS0023 HORZ ORDER - FIRST
GS0023 VERT ORDER - THIRD
GS0023
GS0023.The horizontal coordinates were established by GPS observations
GS0023.and adjusted by the Woolpert Consultants in March 1997.
GS0023
GS0023.The orthometric height was determined by GPS observations.
GS0023
GS0023
GS0023.The geoid height was determined by GEOID93.
GS0023
GS0023; North East Scale Converg.
GS0023;SPC OH N - 183268.929 684278.931 0.99994830 +0 39 40.52 MT
GS0023;SPC OH N - 601274.811 2245005.126 US SURVEY FEET
GS0023
GS0023_STATION MARK IS A SURVEY DISK
GS0023_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0023_THE MARK IS STAMPED: SUMMIT COUNTY GIS 23
GS0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0023+STABILITY: SURFACE MOTION
GS0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0023+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0023
GS0023 HISTORY - Year Condition Recov. By
GS0023 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0023 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0023
GS0023 STATION DESCRIPTION
GS0023
GS0023'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0023'THE STATION IS LOCATED 39.3' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
GS0023'EAST AURORA ROAD 0.22 MILES WEST OF EWST SHEPPARD ROAD 9.4' WEST OF
GS0023'A WATER METER AND 86.3' EAST OF A POWER POLE.
GS0023
GS0023'FURTHER DESCRIBED BY COSE 2000
GS0023'32 FEET WEST OF TELEPHONE POLE #3000/095. ALSO IN FRONT OF UNITED
GS0023'METHODIST CHURCH OF MACEDONIA #1280 EAST AURORA ROAD.
GS0023
|
|
|
|
|
|
|
|
|
|
|
|
2245005.0
|
601274.75
|
0101000020960E0000D259FF8FC6204141923BAE9F75592241
|
true
|
2014-01-16 08:42:00 -0500
|
false
|
41.31266421944444444444
|
-81.49344583611111111111
|
-81.4934458361111
|
41.3126642194443
|
2245005.12498019
|
601274.811876165
|
684278.930651823
|
183268.929197697
|
528
|
528
|
SUMMIT COUNTY GIS 24
|
GS0024
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
24
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2014 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
19
|
8.22414
|
N
|
81
|
28
|
22.06674
|
W
|
ADJUSTED
|
-33.87
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
183987.23
|
685999.616
|
0.9999487
|
+
|
0
|
40
|
29.3
|
|
MT
|
C
|
|
|
|
338.106
|
1109.269
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.9' NORTHEAST OF CENTERLINE OF PAVEMENT OF
CHAMBERLAIN ROAD 0.55 MILES NORTH OF EAST AURORA ROAD. IT IS 65.8'
SOUTHEAST OF A POWER POLE #TW-3368. 134.9' NORTHWEST OF A POWER POLE AND
67.8' NORTHEAST OF A POWER POLE #016.
|
2014-03-20 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0024 ***********************************************************************
GS0024 DESIGNATION - SUMMIT COUNTY GIS 24
GS0024 PID - GS0024
GS0024 STATE/COUNTY- OH/SUMMIT
GS0024 USGS QUAD - TWINSBURG
GS0024
GS0024 HORZ DATUM - NAD 83(1986)
GS0024 VERT DATUM - NGVD 88
GS0024
GS0024 POSITION - 41 19 08.22414(N) 081 28 22.06674(W) ADJUSTED
GS0024 83 minus 27 -
GS0024
GS0024 HEIGHT - 338.106 (meters) 1109.269 (feet) GPS OBS
GS0024 88 minus 29 -
GS0024 ***********************************************************************
GS0024 LAPLACE CORR-
GS0024 GEOID HEIGHT- -33.879
GS0024
GS0024 HORZ ORDER - FIRST
GS0024 VERT ORDER - THIRD
GS0024
GS0024.The horizontal coordinates were established by GPS observations
GS0024.and adjusted by the Woolpert Consultants in March 1997.
GS0024
GS0024.The orthometric height was determined by GPS observations.
GS0024
GS0024
GS0024.The geoid height was determined by GEOID93.
GS0024
GS0024; North East Scale Converg.
GS0024;SPC OH N - 183987.230 685999.616 0.99994870 +0 40 29.35 MT
GS0024;SPC OH N - 603631.437 2250650.407 US SURVEY FEET
GS0024
GS0024_STATION MARK IS A SURVEY DISK
GS0024_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0024_THE MARK IS STAMPED: SUMMIT COUNTY GIS 24
GS0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0024+STABILITY: SURFACE MOTION
GS0024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0024+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0024
GS0024 HISTORY - Year Condition Recov. By
GS0024 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0024 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0024
GS0024 STATION DESCRIPTION
GS0024
GS0024'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0024'THE STATION IS LOCATED 22.9' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0024'CHAMBERLAIN ROAD 0.55 MILES NORTH OF EAST AURORA ROAD. IT IS 65.8'
GS0024'SOUTHEAST OF A POWER POLE #TW-3368. 134.9' NORTHWEST OF A POWER POLE AND
GS0024'67.8' NORTHEAST OF A POWER POLE #016.
GS0024
|
|
|
|
|
|
|
|
|
|
|
|
2250651.25
|
603631.25
|
0101000020960E0000DD560334CD2B41412DFDA3E0DE6B2241
|
true
|
2014-03-21 10:12:00 -0400
|
false
|
41.31895115
|
-81.47279631666666666667
|
-81.4727963166667
|
41.3189511499999
|
2250650.40635191
|
603631.438751137
|
685999.615855293
|
183987.23050579
|
529
|
529
|
SUMMIT COUNTY GIS 25
|
GS0025
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
25
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2022 - GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
40.43036
|
N
|
81
|
27
|
37.75983
|
W
|
ADJUSTED
|
-33.85
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
183142.106
|
687040.194
|
0.9999481
|
+
|
0
|
40
|
58.4
|
|
MT
|
C
|
|
|
|
342.268
|
1122.924
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 36.9' SOUTH OF CENTERLINE OF PAVEMENT OF E.
AURORA ROAD 0.28 MILES WEST OF HADDEN ROAD. IT IS 73.3' NORTHEAST
OF A POWER POLE TW-3356 AND 61.6' NORTHWEST OF A TELEPHONE POLE
# 7000/034. BETWEEN #2206 E. AURORA ROAD AND UFS, UNITED STATES FITTINGS (#2182) .
|
2021-12-03 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0025 ***********************************************************************
GS0025 DESIGNATION - SUMMIT COUNTY GIS 25
GS0025 PID - GS0025
GS0025 STATE/COUNTY- OH/SUMMIT
GS0025 USGS QUAD - TWINSBURG
GS0025
GS0025 HORZ DATUM - NAD 83(1986)
GS0025 VERT DATUM - NGVD 88
GS0025
GS0025 POSITION - 41 18 40.43036(N) 081 27 37.75983(W) ADJUSTED
GS0025 83 minus 27 -
GS0025
GS0025 HEIGHT - 342.268 (meters) 1122.924 (feet) GPS OBS
GS0025 88 minus 29 -
GS0025 ***********************************************************************
GS0025 LAPLACE CORR-
GS0025 GEOID HEIGHT- -33.859
GS0025
GS0025 HORZ ORDER - FIRST
GS0025 VERT ORDER - THIRD
GS0025
GS0025.The horizontal coordinates were established by GPS observations
GS0025.and adjusted by the Woolpert Consultants in March 1997.
GS0025
GS0025.The orthometric height was determined by GPS observations.
GS0025
GS0025
GS0025.The geoid height was determined by GEOID93.
GS0025
GS0025; North East Scale Converg.
GS0025;SPC OH N - 183142.106 687040.194 0.99994810 +0 40 58.46 MT
GS0025;SPC OH N - 600858.726 2254064.370 US SURVEY FEET
GS0025
GS0025_STATION MARK IS A SURVEY DISK
GS0025_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0025_THE MARK IS STAMPED: SUMMIT COUNTY GIS 25
GS0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0025+STABILITY: SURFACE MOTION
GS0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0025+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0025
GS0025 HISTORY - Year Condition Recov. By
GS0025 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0025 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0025
GS0025 STATION DESCRIPTION
GS0025
GS0025'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0025'THE STATION IS LOCATED 36.9' SOUTH OF CENTERLINE OF PAVEMENT OF E.
GS0025'AURORA ROAD 0.28 MILES WEST OF HADDEN ROAD. IT IS 73.3' NORTHEAST
GS0025'OF A POWER POLE TW-3356 AND 61.6' NORTHWEST OF A TELEPHONE POLE.
GS0025'# 7000/034.
GS0025
|
|
|
|
|
|
|
|
|
|
|
|
2254064.75
|
600858.375
|
0101000020960E000048F92C2F7832414170680E7435562241
|
true
|
2011-02-08 02:14:00 -0500
|
false
|
41.31123065555555555556
|
-81.46048884166666666667
|
-81.4604888416667
|
41.3112306555554
|
2254064.36855999
|
600858.726672424
|
687040.193617472
|
183142.106173953
|
530
|
530
|
SUMMIT COUNTY GIS 26
|
GS0026
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
26
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2022 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
31.16993
|
N
|
81
|
26
|
25.31007
|
W
|
ADJUSTED
|
-33.84
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
182876.737
|
688728.68
|
0.999948
|
+
|
0
|
41
|
46.0
|
|
MT
|
C
|
|
|
|
298.612
|
979.696
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF S.R. 91 APPROX. 100' NORTH OF CREEKSIDE DRIVE. IT IS 6.7' WEST OF THE BACK OF CURB, 46.0' SOUTH OF A FIRE HYDRANT AND 86.0' NORTHEAST OF A POWER LIGHT & TELEPHONE POLE. 10" DEEP AT #8936 S.R.91.
UNABLE TO LOCATE. SR 91 HAS BEEN WIDENED AND THIS MONUMENT NOW STAKES OUT IN THE ROADWAY.
|
2016-08-04 00:00:00 -0400
|
SCE
|
Unable to Locate
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0026 ***********************************************************************
GS0026 DESIGNATION - SUMMIT COUNTY GIS 26
GS0026 PID - GS0026
GS0026 STATE/COUNTY- OH/SUMMIT
GS0026 USGS QUAD - TWINSBURG
GS0026
GS0026 HORZ DATUM - NAD 83(1986)
GS0026 VERT DATUM - NGVD 88
GS0026
GS0026 POSITION - 41 18 31.16993(N) 081 26 25.31007(W) ADJUSTED
GS0026 83 minus 27 -
GS0026
GS0026 HEIGHT - 298.612 (meters) 979.696 (feet) GPS OBS
GS0026 88 minus 29 -
GS0026 ***********************************************************************
GS0026 LAPLACE CORR-
GS0026 GEOID HEIGHT- -33.844
GS0026
GS0026 HORZ ORDER - FIRST
GS0026 VERT ORDER - THIRD
GS0026
GS0026.The horizontal coordinates were established by GPS observations
GS0026.and adjusted by the Woolpert Consultants in March 1997.
GS0026
GS0026.The orthometric height was determined by GPS observations.
GS0026
GS0026
GS0026.The geoid height was determined by GEOID93.
GS0026
GS0026; North East Scale Converg.
GS0026;SPC OH N - 182876.737 688728.680 0.99994800 +0 41 46.06 MT
GS0026;SPC OH N - 599988.095 2259604.011 US SURVEY FEET
GS0026
GS0026_STATION MARK IS A SURVEY DISK
GS0026_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0026_THE MARK IS STAMPED: SUMMIT COUNTY GIS 26
GS0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0026+STABILITY: SURFACE MOTION
GS0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0026+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0026
GS0026 HISTORY - Year Condition Recov. By
GS0026 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0026 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0026
GS0026 STATION DESCRIPTION
GS0026
GS0026'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0026'THE STATION IS LOCATED ON THE WEST SIDE OF S.R. 91 APPROX. 100'
GS0026'NORTH OF CREEKSIDE DRIVE. IT IS 6.7'WEST OF THE BACK OF CURB 46.0'
GS0026'SOUTH OF A FIRE HYDRANT AND 86.0' NORTHEAST OF A POWER LIGHT &
GS0026'TELEPHONE POLE.
GS0026
|
|
|
|
|
|
|
|
|
|
|
|
2259604.75
|
599988.1875
|
0101000020960E0000254475014A3D414192ACAF30684F2241
|
true
|
2011-02-08 02:15:00 -0500
|
false
|
41.30865831388888888889
|
-81.44036390833333333333
|
-81.4403639083334
|
41.3086583138887
|
2259604.01139118
|
599988.095090287
|
688728.680129391
|
182876.737136977
|
533
|
533
|
57 RHP 1956 RESET 1975
|
CE2005
|
OH
|
Summit
|
|
USGS
|
1974-12-31 19:00:00 -0500
|
DISK IN CONCRETE BASE OF TRAFFIC SIGNAL POLE
|
57 RHP 1956 RESET 1975
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1989 - GOOD COSE
HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 - GOOD COSE SURVEY FIELD CREW
HISTORY - 2013 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
0
|
20.73
|
N
|
81
|
38
|
19.93
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1024.89
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS BR-1
THE STATION IS LOCATED IN THE NORTHWEST CORNER
OF THE INTERSECTION OF WOOSTER ROAD AND 31st STREET 54.0'
WEST OF CENTERLINE OF PAVEMENT OF 31st STREET
43.0' NORTH OF CENTERLINE OF PAVEMENT OF WOOSTER
ROAD IN THE SOUTH CORNER OF A CONCRETE BASE FOR A
TRAFFIC SIGNAL POLE.
2004-INTERSECTION HAS BEEN IMPROVED. NEW SIDEWALKS, TURN LANES
AND LIGHT POLES HAVE BEEN INSTALLED.
|
2013-08-27 20:00:00 -0400
|
SCE
|
Unable to Locate
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2005 *********************************************************************
CE2005 DESIGNATION - 57 RHP 1956 RESET 1975
CE2005 PID - CE2005
CE2005 STATE/COUNTY- OH/SUMMIT
CE2005
CE2005 HORZ DATUM - NAD 83(1986)
CE2005 VERT DATUM - NGVD 29
CE2005
CE2005 POSITION - 41 00 20.73 (N) 081 38 19.93 (W) SCALED
CE2005 83 MINUS 27 -
CE2005
CE2005 HEIGHT - (meters) 1024.89 (feet) ADJUST
CE2005 88 MINUS 29 -
CE2005 *********************************************************************
CE2005
CE2005 VERT ORDER - THIRD
CE2005
CE2005 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2005 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2005 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE2005
CE2005_STATION MARK IS A SURVEY DISK
CE2005_WITH SETTING: SET IN TOP OF CONCRETE BASE OF TRAFFIC SIGNAL POLE
CE2005_THE MARK IS STAMPED: 57 RHP 1956 RESET 1975
CE2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2005+STABILITY: SURFACE MOTION
CE2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2005+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2005
CE2005 HISTORY - Year Condition Recov. By
CE2005 HISTORY - 1989 - GOOD COSE
CE2005 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2005 STATION DESCRIPTION
CE2005
CE2005 DESCRIBED BY COSE ALSO KNOWN AS BR-1
CE2005 THE STATION IS LOCATED IN THE NORTHWEST CORNER
CE2005 OF THE INTERSECTION OF WOOSTER ROAD AND 31st STREET
CE2005 54.0' WEST OF CENTERLINE OF PAVEMENT OF 31st STREET
CE2005 43.0' NORTH OF CENTERLINE OF PAVEMENT OF WOOSTER
CE2005 ROAD IN THE SOUTH CORNER OF A CONCRETE BASE FOR A
CE2005 TRAFFIC SIGNAL POLE.
CE2005
|
|
|
|
|
|
|
|
|
|
|
|
2206234.25
|
488961.3125
|
0101000020960E00001A8BBA02E9D44041D7D8D5ED2BD91D41
|
true
|
2013-08-28 07:29:00 -0400
|
false
|
41.00575833333333333333
|
-81.63886944444444444444
|
-81.6388694444444
|
41.0057583333332
|
2206162.02131785
|
489034.982261074
|
672439.528976739
|
149058.160709481
|
534
|
534
|
SUMMIT COUNTY GIS 27
|
GS0027
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
27
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2005 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
19
|
5.11049
|
N
|
81
|
25
|
8.95129
|
W
|
ADJUSTED
|
-33.84
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
183945.464
|
690491.7
|
0.9999487
|
+
|
0
|
42
|
36.2
|
|
MT
|
C
|
|
|
|
340.775
|
1118.026
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE EAST SIDE OF LIBERTY ROAD, 0.45 MILES NORTH OF CANNON ROAD AND 24.3' EAST OF CENTERLINE OF PAVEMENT OF LIBERTY ROAD. IT IS 80.5' NORTHEAST OF POWER TELEPHONE POLE #3111016, AND 106.5' NORTHWEST OF POWER POLE #3111516. OPPOSITE DRIVE TO HOUSE #9394.
GOOD FOR GPS
|
2021-11-05 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0027 ***********************************************************************
GS0027 DESIGNATION - SUMMIT COUNTY GIS 27
GS0027 PID - GS0027
GS0027 STATE/COUNTY- OH/SUMMIT
GS0027 USGS QUAD - TWINSBURG
GS0027
GS0027 HORZ DATUM - NAD 83(1986)
GS0027 VERT DATUM - NGVD 88
GS0027
GS0027 POSITION - 41 19 05.11049(N) 081 25 08.95129(W) ADJUSTED
GS0027 83 minus 27 -
GS0027
GS0027 HEIGHT - 340.775 (meters) 1118.026 (feet) GPS OBS
GS0027 88 minus 29 -
GS0027 ***********************************************************************
GS0027 LAPLACE CORR-
GS0027 GEOID HEIGHT- -33.849
GS0027
GS0027 HORZ ORDER - FIRST
GS0027 VERT ORDER - THIRD
GS0027
GS0027.The horizontal coordinates were established by GPS observations
GS0027.and adjusted by the Woolpert Consultants in March 1997.
GS0027
GS0027.The orthometric height was determined by GPS observations.
GS0027
GS0027
GS0027.The geoid height was determined by GEOID93.
GS0027
GS0027; North East Scale Converg.
GS0027;SPC OH N - 183945.464 690491.700 0.99994870 +0 42 36.22 MT
GS0027;SPC OH N - 603494.410 2265388.186 US SURVEY FEET
GS0027
GS0027_STATION MARK IS A SURVEY DISK
GS0027_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0027_THE MARK IS STAMPED: SUMMIT COUNTY GIS 27
GS0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0027+STABILITY: SURFACE MOTION
GS0027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0027+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0027
GS0027 HISTORY - Year Condition Recov. By
GS0027 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0027 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0027
GS0027 STATION DESCRIPTION
GS0027
GS0027'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0027'THE STATION IS LOCATED ON THE EAST SIDE OF LIBERTY ROAD 0.45 MILES
GS0027'NORTH OF CANNON ROAD AND 24.3' EAST OF CENTERLINE OF PAVEMENT OF
GS0027'LIBERTY ROAD. IT IS 80.5' NORTHEAST OF A POWER TELEPHONE POLE AND
GS0027'106.5' NORTHWEST OF A POWER POLE.
GS0027
|
|
|
|
|
|
|
|
|
|
|
|
2265388.75
|
603493.875
|
0101000020960E00003065BF179648414171E204D1CC6A2241
|
true
|
2011-02-08 02:16:00 -0500
|
false
|
41.31808624722222222223
|
-81.41915313611111111111
|
-81.4191531361111
|
41.3180862472221
|
2265388.18552842
|
603494.408240391
|
690491.699932462
|
183945.463522582
|
535
|
535
|
SUMMIT COUNTY GIS 28
|
GS0028
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
28
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW -2021 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
22.65267
|
N
|
81
|
25
|
29.84072
|
W
|
ADJUSTED
|
-33.83
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
182629.803
|
690022.056
|
0.9999478
|
+
|
0
|
42
|
22.5
|
|
MT
|
C
|
|
|
|
298.08
|
977.951
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF S.R. 82 APPROX. 0.25 MILES WEST OF EAST AURORA ROAD AND RAVENNA ROAD INTERSECTION. IT IS 53.0' NORTHEAST OF TELEPHONE POLE 4000/037, 13.2' WEST OF A FIRE HYDRANT AND 125.5' SOUTHEAST OF POWER LIGHT & TELEPHONE POLE #TW-301, 20.3 ' EAST OF POWER POLE #4000/537, JUST EAST OF DRIVE TO #9319.
GOOD FOR GPS.
|
2021-12-30 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0028 ***********************************************************************
GS0028 DESIGNATION - SUMMIT COUNTY GIS 28
GS0028 PID - GS0028
GS0028 STATE/COUNTY- OH/SUMMIT
GS0028 USGS QUAD - TWINSBURG
GS0028
GS0028 HORZ DATUM - NAD 83(1986)
GS0028 VERT DATUM - NGVD 88
GS0028
GS0028 POSITION - 41 18 22.65267(N) 081 25 29.84072(W) ADJUSTED
GS0028 83 minus 27 -
GS0028
GS0028 HEIGHT - 298.080 (meters) 977.951 (feet) GPS OBS
GS0028 88 minus 29 -
GS0028 ***********************************************************************
GS0028 LAPLACE CORR-
GS0028 GEOID HEIGHT- -33.834
GS0028
GS0028 HORZ ORDER - FIRST
GS0028 VERT ORDER - THIRD
GS0028
GS0028.The horizontal coordinates were established by GPS observations
GS0028.and adjusted by the Woolpert Consultants in March 1997.
GS0028
GS0028.The orthometric height was determined by GPS observations.
GS0028
GS0028
GS0028.The geoid height was determined by GEOID93.
GS0028
GS0028; North East Scale Converg.
GS0028;SPC OH N - 182629.803 690022.056 0.99994780 +0 42 22.50 MT
GS0028;SPC OH N - 599177.945 2263847.362 US SURVEY FEET
GS0028
GS0028_STATION MARK IS A SURVEY DISK
GS0028_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0028_THE MARK IS STAMPED: SUMMIT COUNTY GIS 28
GS0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0028+STABILITY: SURFACE MOTION
GS0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0028+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0028
GS0028 HISTORY - Year Condition Recov. By
GS0028 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0028 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0028
GS0028 STATION DESCRIPTION
GS0028
GS0028'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0028'THE STATION IS LOCATED ON THE NORTH SIDE OF S.R. 82 APPROX. 0.25
GS0028'MILES WEST OF EAST AURORA ROAD AND RAVENNA ROAD INTERSECTION.
GS0028'IT IS 53.0' NORTHEAST OF A TELEPHONE POLE 13.2'WEST OF A FIRE
GS0028'HYDRANT AND 125.5' SOUTHEAST OF A POWER LIGHTS & TELEPHONE POLE TW-301.
GS0028
|
|
|
|
|
|
|
|
|
|
|
|
2263847.0
|
599178.3125
|
0101000020960E0000EB1176AE934541419CBB6AE413492241
|
true
|
2011-02-16 06:06:00 -0500
|
false
|
41.30629240833333333333
|
-81.42495575555555555556
|
-81.4249557555555
|
41.3062924083332
|
2263847.36297821
|
599177.946126807
|
690022.05627987
|
182629.803239041
|
536
|
536
|
SUMMIT COUNTY GIS 29
|
GS0029
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
29
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
18
|
23.53034
|
N
|
81
|
23
|
37.93361
|
W
|
ADJUSTED
|
-33.81
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
182689.425
|
692624.597
|
0.9999478
|
+
|
0
|
43
|
36.0
|
|
MT
|
C
|
|
|
|
303.116
|
994.473
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTH SIDE OF S.R. 82 APPROX. 0.15 MILES WEST OF THE SUMMIT/PORTAGE COUNTY LINE. IT IS 26.5' NORTH OF CENTERLINE OF PAVEMENT OF S.R. 82, 102.0' WEST OF A TELEPHONE POLE #4000107 AND 33.3' EAST OF A TELEPHONE POLE # 4000106. 250' WEST OF ADDRESS #4140.
GOOD FOR GPS.
|
2016-08-04 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0029 ***********************************************************************
GS0029 DESIGNATION - SUMMIT COUNTY GIS 29
GS0029 PID - GS0029
GS0029 STATE/COUNTY- OH/SUMMIT
GS0029 USGS QUAD - TWINSBURG
GS0029
GS0029 HORZ DATUM - NAD 83(1986)
GS0029 VERT DATUM - NGVD 88
GS0029
GS0029 POSITION - 41 18 23.53034(N) 081 23 37.93361(W) ADJUSTED
GS0029 83 minus 27 -
GS0029
GS0029 HEIGHT - 303.116 (meters) 994.473 (feet) GPS OBS
GS0029 88 minus 29 -
GS0029 ***********************************************************************
GS0029 LAPLACE CORR-
GS0029 GEOID HEIGHT- -33.819
GS0029
GS0029 HORZ ORDER - FIRST
GS0029 VERT ORDER - THIRD
GS0029
GS0029.The horizontal coordinates were established by GPS observations
GS0029.and adjusted by the Woolpert Consultants in March 1997.
GS0029
GS0029.The orthometric height was determined by GPS observations.
GS0029
GS0029
GS0029.The geoid height was determined by GEOID93.
GS0029
GS0029; North East Scale Converg.
GS0029;SPC OH N - 182689.425 692624.597 0.99994780 +0 43 36.01 MT
GS0029;SPC OH N - 599373.555 2272385.865 US SURVEY FEET
GS0029
GS0029_STATION MARK IS A SURVEY DISK
GS0029_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0029_THE MARK IS STAMPED: SUMMIT COUNTY GIS 29
GS0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0029+STABILITY: SURFACE MOTION
GS0029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0029+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0029
GS0029 HISTORY - Year Condition Recov. By
GS0029 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0029 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0029
GS0029 STATION DESCRIPTION
GS0029
GS0029'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0029'THE STATION IS LOCATED ON THE NORTH SIDE OF S.R. 82 APPROX. 0.15
GS0029'MILES WEST OF THE SUMMIT/PORTAGE COUNTY LINE. IT IS 26.5' NORTH OF
GS0029'CENTERLINE OF PAVEMENT OF S.R. 82 102.0' WEST OF A TELEPHONE POLE
GS0029'#4000107
GS0029'AND 33.3' EAST OF A TELEPHONE POLE.# 4000106.
GS0029
|
|
|
|
|
|
|
|
|
|
|
|
2272386.75
|
599374.0625
|
0101000020960E00004A90B6EE405641416A770D1D9B4A2241
|
true
|
2011-02-16 06:07:00 -0500
|
false
|
41.30653620555555555556
|
-81.39387044722222222222
|
-81.3938704472222
|
41.3065362055554
|
2272385.8649464
|
599373.556743366
|
692624.596884856
|
182689.425474212
|
537
|
537
|
SUMMIT COUNTY GIS 36
|
GS0036
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
36
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2022 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
37.01419
|
N
|
81
|
41
|
3.83915
|
W
|
ADJUSTED
|
-33.84
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
179135.703
|
668327.942
|
0.9999458
|
+
|
0
|
32
|
8.91
|
|
MT
|
C
|
|
|
|
385.437
|
1264.555
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 33.8' EAST OF CENTERLINE OF PAVEMENT OF BROADVIEW ROAD AND 73.7' SOUTH OF CENTERLINE OF PAVEMENT OF EAST BOSTON AND BROADVIEW ROADS. IT IS 93.7' EAST OF THE POINT OF INTERSECTION OF EAST BOSTON AND BROADVIEW ROADS AND 42.3' NORTHWEST OF POWER POLE #8000-090.
GOOD FOR GPS.
|
2022-01-04 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0036 ***********************************************************************
GS0036 DESIGNATION - SUMMIT COUNTY GIS 36
GS0036 PID - GS0036
GS0036 STATE/COUNTY- OH/SUMMIT
GS0036 USGS QUAD - WEST RICHFIELD
GS0036
GS0036 HORZ DATUM - NAD 83(1986)
GS0036 VERT DATUM - NGVD 88
GS0036
GS0036 POSITION - 41 16 37.01419(N) 081 41 03.83915(W) ADJUSTED
GS0036 83 minus 27 -
GS0036
GS0036 HEIGHT - 385.437 (meters) 1264.555 (feet) GPS OBS
GS0036 88 minus 29 -
GS0036 ***********************************************************************
GS0036 LAPLACE CORR-
GS0036 GEOID HEIGHT- -33.840
GS0036
GS0036 HORZ ORDER - FIRST
GS0036 VERT ORDER - THIRD
GS0036
GS0036.The horizontal coordinates were established by GPS observations
GS0036.and adjusted by the Woolpert Consultants in March 1997.
GS0036
GS0036.The orthometric height was determined by GPS observations.
GS0036
GS0036
GS0036.The geoid height was determined by GEOID93.
GS0036
GS0036; North East Scale Converg.
GS0036;SPC OH N - 179135.703 668327.942 0.99994580 +0 32 8.911 MT
GS0036;SPC OH N - 587714.386 2192672.590 US SURVEY FEET
GS0036
GS0036_STATION MARK IS A SURVEY DISK
GS0036_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0036_THE MARK IS STAMPED: SUMMIT COUNTY GIS 36
GS0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0036+STABILITY: SURFACE MOTION
GS0036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0036+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0036
GS0036 HISTORY - Year Condition Recov. By
GS0036 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0036 HISTORY - 2000 GOOD COSE FIELD CREW
GS0036
GS0036 STATION DESCRIPTION
GS0036
GS0036'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0036'THE STATION IS LOCATED 33.8' EAST OF CENTERLINE OF PAVEMENT OF
GS0036'BROADVIEW ROAD AND 73.7' SOUTH OF CENTERLINE OF PAVEMENT OF EAST
GS0036'BOSTON AND BROADVIEW ROADS. IT IS 93.7' EAST OF THE POINT OF
GS0036'INTERSECTION OF EAST BOSTON AND BROADVIEW ROADS AND 42.3' NORTHWEST
GS0036'OF A POWER POLE
GS0036
|
|
|
|
|
|
|
|
|
|
|
|
2192671.75
|
587713.875
|
0101000020960E0000D939724B90BA404183F66EC584EF2141
|
true
|
2011-01-14 09:29:00 -0500
|
false
|
41.27694838611111111111
|
-81.68439976388888888889
|
-81.6843997638889
|
41.276948386111
|
2192672.5894234
|
587714.385612205
|
668327.941912136
|
179135.70300599
|
538
|
538
|
SUMMIT COUNTY GIS 37
|
GS0037
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
37
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
38.60549
|
N
|
81
|
39
|
45.90944
|
W
|
ADJUSTED
|
-33.84
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
179201.974
|
670140.932
|
0.9999458
|
+
|
0
|
33
|
0.1
|
|
MT
|
C
|
|
|
|
368.935
|
1210.414
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 23.4' NORTH OF CENTERLINE OF PAVEMENT OF EAST BOSTON ROAD AND 142.8' EAST OF THE INTERSECTION OF EAST BOSTON AND ALGER ROADS. IT IS 47.2' EAST OF POWER POLE#9000/048 AND 144.6' EAST OF THE POINT OF INTERSECTION OF EAST BOSTON AND ALGER ROADS, 15+- EAST OF AN ASPHALT DRIVEWAY TO HOUSE #4001.
GOOD FOR GPS
|
2022-01-04 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0037 ***********************************************************************
GS0037 DESIGNATION - SUMMIT COUNTY GIS 37
GS0037 PID - GS0037
GS0037 STATE/COUNTY- OH/SUMMIT
GS0037 USGS QUAD - WEST RICHFIELD
GS0037
GS0037 HORZ DATUM - NAD 83(1986)
GS0037 VERT DATUM - NGVD 88
GS0037
GS0037 POSITION - 41 16 38.60549(N) 081 39 45.90944(W) ADJUSTED
GS0037 83 minus 27 -
GS0037
GS0037 HEIGHT - 368.935 (meters) 1210.414 (feet) GPS OBS
GS0037 88 minus 29 -
GS0037 ***********************************************************************
GS0037 LAPLACE CORR-
GS0037 GEOID HEIGHT- -33.842
GS0037
GS0037 HORZ ORDER - FIRST
GS0037 VERT ORDER - THIRD
GS0037
GS0037.The horizontal coordinates were established by GPS observations
GS0037.and adjusted by the Woolpert Consultants in March 1997.
GS0037
GS0037.The orthometric height was determined by GPS observations.
GS0037
GS0037
GS0037.The geoid height was determined by GEOID93.
GS0037
GS0037; North East Scale Converg.
GS0037;SPC OH N - 179201.974 670140.932 0.99994580 +0 33 0.107 MT
GS0037;SPC OH N - 587931.810 2198620.708 US SURVEY FEET
GS0037
GS0037_STATION MARK IS A SURVEY DISK
GS0037_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0037_THE MARK IS STAMPED: SUMMIT COUNTY GIS 37
GS0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0037+STABILITY: SURFACE MOTION
GS0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0037+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0037
GS0037 HISTORY - Year Condition Recov. By
GS0037 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0037 HISTORY - 2000 GOOD COSE FIELD CREW
GS0037
GS0037 STATION DESCRIPTION
GS0037
GS0037'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0037'THE STATION IS LOCATED 23.4' NORTH OF CENTERLINE OF PAVEMENT OF
GS0037'EAST BOSTON ROAD AND 142.8' EAST OF THE INTERSECTION OF EAST BOSTON
GS0037'AND ALGER ROADS. IT IS 47.2' EAST OF A POWER POLE AND 144.6' EAST
GS0037'OF THE POINT OF INTERSECTION OF EAST BOSTON AND ALGER ROADS 15+-
GS0037'ESAT OF AN ASPHALT DRIVEWAY TO HOUSE #4001.
GS0037
|
|
|
|
|
|
|
|
|
|
|
|
2198621.25
|
587931.5
|
0101000020960E00008665BF5A2EC64041123F279E37F12141
|
true
|
2011-01-14 09:29:00 -0500
|
false
|
41.27739041388888888889
|
-81.66275262222222222222
|
-81.6627526222222
|
41.2773904138887
|
2198620.70896596
|
587931.808893176
|
670140.932374689
|
179201.97375457
|
539
|
539
|
SUMMIT COUNTY GIS 38
|
GS0038
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
38
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
38.12321
|
N
|
81
|
38
|
48.98341
|
W
|
ADJUSTED
|
-33.84
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
179199.934
|
671465.762
|
0.9999458
|
+
|
0
|
33
|
37.5
|
|
MT
|
C
|
|
|
|
341.743
|
1121.202
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994 AND COSE 2000
THE STATION IS LOCATED NEAR THE SUMMIT/CUYAHOGA COUNTY LINE AND
23.2' EAST OF CENTERLINE OF PAVEMENT OF TOWNSEND ROAD, 550 FEET NORTH
OF FORREST RUN DRIVE. IT IS 71.7' SOUTHEAST OF A POWER POLE # 524546
AND 82 FEET EAST OF A POWER POLE # RF-3034
|
2022-01-05 00:00:00 -0500
|
SCE
|
Good
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0038 ***********************************************************************
GS0038 DESIGNATION - SUMMIT COUNTY GIS 38
GS0038 PID - GS0038
GS0038 STATE/COUNTY- OH/SUMMIT
GS0038 USGS QUAD - WEST RICHFIELD
GS0038
GS0038 HORZ DATUM - NAD 83(1986)
GS0038 VERT DATUM - NGVD 88
GS0038
GS0038 POSITION - 41 16 38.12321(N) 081 38 48.98341(W) ADJUSTED
GS0038 83 minus 27 -
GS0038
GS0038 HEIGHT - 341.743 (meters) 1121.202 (feet) GPS OBS
GS0038 88 minus 29 -
GS0038 ***********************************************************************
GS0038 LAPLACE CORR-
GS0038 GEOID HEIGHT- -33.843
GS0038
GS0038 HORZ ORDER - FIRST
GS0038 VERT ORDER - THIRD
GS0038
GS0038.The horizontal coordinates were established by GPS observations
GS0038.and adjusted by the Woolpert Consultants in March 1997.
GS0038
GS0038.The orthometric height was determined by GPS observations.
GS0038
GS0038
GS0038.The geoid height was determined by GEOID93.
GS0038
GS0038; North East Scale Converg.
GS0038;SPC OH N - 179199.934 671465.762 0.99994580 +0 33 37.50 MT
GS0038;SPC OH N - 587925.117 2202967.254 US SURVEY FEET
GS0038
GS0038_STATION MARK IS A SURVEY DISK
GS0038_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0038_THE MARK IS STAMPED: SUMMIT COUNTY GIS 38
GS0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0038+STABILITY: SURFACE MOTION
GS0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0038+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0038
GS0038 HISTORY - Year Condition Recov. By
GS0038 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0038 HISTORY - 2000 GOOD COSE FIELD CREW
GS0038
GS0038 STATION DESCRIPTION
GS0038
GS0038'DESCRIBED BY WOOLPERT CONSULTANTS 1994 AND COSE 2000
GS0038'THE STATION IS LOCATED NEAR THE SUMMIT/CUYAHOGA COUNTY LINE AND
GS0038'23.2' EAST OF CENTERLINE OF PAVEMENT OF TOWNSEND ROAD 550 FEET NORTH
GS0038'OF FORREST RUN DRIVE. IT IS 71.7' SOUTHEAST OF A POWER POLE # 524546
GS0038'AND 82 FEET EAST OF A POWER POLE # RF-3034
GS0038
|
|
|
|
|
|
|
|
|
|
|
|
2202966.5
|
587924.9375
|
0101000020960E00007BD7A4A0ABCE40410C93413C2AF12141
|
true
|
2011-01-14 09:30:00 -0500
|
false
|
41.27725644722222222223
|
-81.64693983611111111111
|
-81.6469398361111
|
41.2772564472221
|
2202967.25503057
|
587925.117687793
|
671465.762264842
|
179199.934271094
|
540
|
540
|
SUMMIT COUNTY GIS 39
|
GS0039
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
39
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
38.72327
|
N
|
81
|
37
|
37.87116
|
W
|
ADJUSTED
|
-33.84
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
179234.818
|
673120.379
|
0.9999458
|
+
|
0
|
34
|
24.2
|
|
MT
|
C
|
|
|
|
356.869
|
1170.828
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 61.0' EAST OF CENTERLINE OF PAVEMENT OF
BRECKSVILLE ROAD AT THE SUMMIT/CUYAHOGA COUNTY LINE. IT IS 96.8'
NORTH OF A FIRE HYDRANT AND 34.3 'SOUTHWEST OF A POWER POLE.
|
2019-07-10 00:00:00 -0400
|
SCE
|
Good
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0039 ***********************************************************************
GS0039 DESIGNATION - SUMMIT COUNTY GIS 39
GS0039 PID - GS0039
GS0039 STATE/COUNTY- OH/SUMMIT
GS0039 USGS QUAD - WEST RICHFIELD
GS0039
GS0039 HORZ DATUM - NAD 83(1986)
GS0039 VERT DATUM - NGVD 88
GS0039
GS0039 POSITION - 41 16 38.72327(N) 081 37 37.87116(W) ADJUSTED
GS0039 83 minus 27 -
GS0039
GS0039 HEIGHT - 356.869 (meters) 1170.828 (feet) GPS OBS
GS0039 88 minus 29 -
GS0039 ***********************************************************************
GS0039 LAPLACE CORR-
GS0039 GEOID HEIGHT- -33.849
GS0039
GS0039 HORZ ORDER - FIRST
GS0039 VERT ORDER - THIRD
GS0039
GS0039.The horizontal coordinates were established by GPS observations
GS0039.and adjusted by the Woolpert Consultants in March 1997.
GS0039
GS0039.The orthometric height was determined by GPS observations.
GS0039
GS0039
GS0039.The geoid height was determined by GEOID93.
GS0039
GS0039; North East Scale Converg.
GS0039;SPC OH N - 179234.818 673120.379 0.99994580 +0 34 24.22 MT
GS0039;SPC OH N - 588039.565 2208395.777 US SURVEY FEET
GS0039
GS0039_STATION MARK IS A SURVEY DISK
GS0039_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0039_THE MARK IS STAMPED: SUMMIT COUNTY GIS 39
GS0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0039+STABILITY: SURFACE MOTION
GS0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0039+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0039
GS0039 HISTORY - Year Condition Recov. By
GS0039 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0039 HISTORY - 2000 GOOD COSE FIELD CREW
GS0039
GS0039 STATION DESCRIPTION
GS0039
GS0039'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0039'THE STATION IS LOCATED 61.0' EAST OF CENTERLINE OF PAVEMENT OF
GS0039'BRECKSVILLE ROADAT THE SUMMIT/CUYAHOGA COUNTY LINE. IT IS 96.8'
GS0039'NORTH OF A FIRE HYDRANT AND 34.3'SOUTHWEST OF A POWER POLE.
GS0039
|
|
|
|
|
|
|
|
|
|
|
|
2208395.0
|
588039.8125
|
0101000020960E0000D0C14CE345D940415FE03B210FF22141
|
true
|
2011-01-14 09:31:00 -0500
|
false
|
41.27742313055555555556
|
-81.62718643333333333334
|
-81.6271864333333
|
41.2774231305554
|
2208395.77577994
|
588039.564909946
|
673120.378698483
|
179234.81785417
|
541
|
541
|
SUMMIT COUNTY GIS 40
|
GS0040
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
40
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
38.02369
|
N
|
81
|
36
|
16.72314
|
W
|
ADJUSTED
|
-33.86
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
179232.381
|
675008.928
|
0.9999458
|
+
|
0
|
35
|
17.5
|
|
MT
|
C
|
|
|
|
324.81
|
1065.647
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF DEWEY ROAD APPROX. 100'
SOUTH OF THE SUMMIT/CUYAHOGA COUNTY LINE. IT IS 30.7' WEST OF THE
CENTERLINE OF PAVEMENT OF DEWEY ROAD, 48.8' SOUTHWEST OF A TELEPHONE
POLE # 3183008 AND 83.3' SOUTH OF THE SUMMIT/CUYAHOGA COUNTY LINE.
|
2019-07-10 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0040 ***********************************************************************
GS0040 DESIGNATION - SUMMIT COUNTY GIS 40
GS0040 PID - GS0040
GS0040 STATE/COUNTY- OH/SUMMIT
GS0040 USGS QUAD - PENINSULA
GS0040
GS0040 HORZ DATUM - NAD 83(1986)
GS0040 VERT DATUM - NGVD 88
GS0040
GS0040 POSITION - 41 16 38.02369(N) 081 36 16.72314(W) ADJUSTED
GS0040 83 minus 27 -
GS0040
GS0040 HEIGHT - 324.810 (meters) 1065.647 (feet) GPS OBS
GS0040 88 minus 29 -
GS0040 ***********************************************************************
GS0040 LAPLACE CORR-
GS0040 GEOID HEIGHT- -33.860
GS0040
GS0040 HORZ ORDER - FIRST
GS0040 VERT ORDER - THIRD
GS0040
GS0040.The horizontal coordinates were established by GPS observations
GS0040.and adjusted by the Woolpert Consultants in March 1997.
GS0040
GS0040.The orthometric height was determined by GPS observations.
GS0040
GS0040
GS0040.The geoid height was determined by GEOID93.
GS0040
GS0040; North East Scale Converg.
GS0040;SPC OH N - 179232.381 675008.928 0.99994580 +0 35 17.53 MT
GS0040;SPC OH N - 588031.570 2214591.791 US SURVEY FEET
GS0040
GS0040_STATION MARK IS A SURVEY DISK
GS0040_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0040_THE MARK IS STAMPED: SUMMIT COUNTY GIS 40
GS0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0040+STABILITY: SURFACE MOTION
GS0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0040+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0040
GS0040 HISTORY - Year Condition Recov. By
GS0040 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0040 HISTORY - 2000 GOOD COSE FIELD CREW
GS0040
GS0040 STATION DESCRIPTION
GS0040
GS0040'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0040'THE STATION IS LOCATED ON THE WEST SIDE OF DEWEY ROAD APPROX. 100'
GS0040'SOUTH OF THE SUMMIT/CUYAHOGA COUNTY LINE. IT IS 30.7' WESR OF
GS0040'CENTERLINE OF PAVEMENT OF DEWEY ROAD 48.8' SOUTHWEST OF A TELEPHONE
GS0040'POLE # 3183008 AND 83.3' SOUTH OF THE SUMMIT/CUYAHOGA COUNTY LINE.
GS0040
|
|
|
|
|
|
|
|
|
|
|
|
2214592.0
|
588031.75
|
0101000020960E0000224127E55FE540414F7C3623FFF12141
|
true
|
2011-01-14 09:32:00 -0500
|
false
|
41.27722880277777777778
|
-81.60464531666666666667
|
-81.6046453166667
|
41.2772288027776
|
2214591.79026045
|
588031.568775067
|
675008.92768924
|
179232.380627385
|
542
|
542
|
SUMMIT COUNTY GIS 41
|
GS0041
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
41
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
39.82351
|
N
|
81
|
31
|
36.71498
|
W
|
ADJUSTED
|
-33.84
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
179357.698
|
681524.123
|
0.9999458
|
+
|
0
|
38
|
21.4
|
|
MT
|
C
|
|
|
|
292.24
|
958.791
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.5' NORTH OF CENTERLINE OF PAVEMENT OF
TWINSBURG ROAD AND 55.5' EAST OF CENTERLINE OF PAVEMENT OF SCHOEPF
ROAD. IT IS 22.2' WEST OF A FIRE HYDRANT 17.1' EAST OF A POWER
POLE AND 58.2 ' NORTHEAST OF THE POINT OF INTERSECTION OF
TWINSBURG AND SCHOEPF ROADS. 2 FEET NORTH OF A CARSONITE MARKER
GOOD FOR GPS.
|
2019-08-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0041 ***********************************************************************
GS0041 DESIGNATION - SUMMIT COUNTY GIS 41
GS0041 PID - GS0041
GS0041 STATE/COUNTY- OH/SUMMIT
GS0041 USGS QUAD - PENINSULA
GS0041
GS0041 HORZ DATUM - NAD 83(1986)
GS0041 VERT DATUM - NGVD 88
GS0041
GS0041 POSITION - 41 16 39.82351(N) 081 31 36.71498(W) ADJUSTED
GS0041 83 minus 27 -
GS0041
GS0041 HEIGHT - 292.240 (meters) 958.791 (feet) GPS OBS
GS0041 88 minus 29 -
GS0041 ***********************************************************************
GS0041 LAPLACE CORR-
GS0041 GEOID HEIGHT- -33.847
GS0041
GS0041 HORZ ORDER - FIRST
GS0041 VERT ORDER - THIRD
GS0041
GS0041.The horizontal coordinates were established by GPS observations
GS0041.and adjusted by the Woolpert Consultants in March 1997.
GS0041
GS0041.The orthometric height was determined by GPS observations.
GS0041
GS0041
GS0041.The geoid height was determined by GEOID93.
GS0041
GS0041; North East Scale Converg.
GS0041;SPC OH N - 179357.698 681524.123 0.99994580 +0 38 21.48 MT
GS0041;SPC OH N - 588442.714 2235967.060 US SURVEY FEET
GS0041
GS0041_STATION MARK IS A SURVEY DISK
GS0041_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0041_THE MARK IS STAMPED: SUMMIT COUNTY GIS 41
GS0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0041+STABILITY: SURFACE MOTION
GS0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0041+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0041
GS0041 HISTORY - Year Condition Recov. By
GS0041 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0041 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0041
GS0041 STATION DESCRIPTION
GS0041
GS0041'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0041'THE STATION IS LOCATED 21.5' NORTH OF CENTERLINE OF PAVEMENT OF
GS0041'TWINSBURG ROAD AND 55.5' EAST OF CENTERLINE OF PAVEMENT OF SCHOEFF
GS0041'ROAD. IT IS 22.2' WEST OF A FIRE HYDRANT 17.1' EAST OF A POWER
GS0041'POLE AND 58.2 ' NORTHEAST OF THE POINT OF INTERSECTION OF
GS0041'TWINSBURG AND SCHOEFF ROADS.
GS0041
|
|
|
|
|
|
|
|
|
|
|
|
2235967.75
|
588442.8125
|
0101000020960E00000005B4871F0F41414D3A346E35F52141
|
true
|
2011-01-20 07:47:00 -0500
|
false
|
41.27772875277777777778
|
-81.52686527222222222223
|
-81.5268652722222
|
41.2777287527776
|
2235967.06018126
|
588442.715242216
|
681524.122991493
|
179357.698321208
|
543
|
543
|
SUMMIT COUNTY GIS 42
|
GS0042
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
42
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2004 GOOD COSE SURVEY FIELD CREW
HISTORY - 2013 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
27.0659
|
N
|
81
|
30
|
12.16224
|
W
|
ADJUSTED
|
-33.82
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
178986.395
|
683496.142
|
0.9999456
|
+
|
0
|
39
|
17.0
|
|
MT
|
C
|
|
|
|
302.73
|
993.207
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED .8 MILES NORTH OF HINES HILL ROAD 9.0' EAST
OF EAST EDGE OF PAVEMENT OF SOUTH BOUND LANE IF S.R. 8 27.9' WEST
OF WEST EDGE OF PAVEMENT OF NORTH BOUND LANE OF S.R. 8 319.8' SOUTH
OF A SET OF POWER LINES RUNNING EAST/WEST 175.4' NORTHEAST OF A
POWER POLE 82.4' EAST OF A POWER POLE 192.3' SOUTHEAST OF A POWER
POLE.
ROUTE 8 HAS BEEN WIDENED AND THERE IS NOW A WALL WHERE THE GRASS MEDIAN ONCE WAS.
|
2013-08-07 20:00:00 -0400
|
COSE
|
Unable to Locate
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0042 ***********************************************************************
GS0042 DESIGNATION - SUMMIT COUNTY GIS 42
GS0042 PID - GS0042
GS0042 STATE/COUNTY- OH/SUMMIT
GS0042 USGS QUAD - PENINSULA
GS0042
GS0042 HORZ DATUM - NAD 83(1986)
GS0042 VERT DATUM - NGVD 88
GS0042
GS0042 POSITION - 41 16 27.06590(N) 081 30 12.16224(W) ADJUSTED
GS0042 83 minus 27 -
GS0042
GS0042 HEIGHT - 302.730 (meters) 993.207 (feet) GPS OBS
GS0042 88 minus 29 -
GS0042 ***********************************************************************
GS0042 LAPLACE CORR-
GS0042 GEOID HEIGHT- -33.825
GS0042
GS0042 HORZ ORDER - FIRST
GS0042 VERT ORDER - THIRD
GS0042
GS0042.The horizontal coordinates were established by GPS observations
GS0042.and adjusted by the Woolpert Consultants in March 1997.
GS0042
GS0042.The orthometric height was determined by GPS observations.
GS0042
GS0042
GS0042.The geoid height was determined by GEOID93.
GS0042
GS0042; North East Scale Converg.
GS0042;SPC OH N - 178986.395 683496.142 0.99994560 +0 39 17.03 MT
GS0042;SPC OH N - 587224.531 2242436.926 US SURVEY FEET
GS0042
GS0042_STATION MARK IS A SURVEY DISK
GS0042_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0042_THE MARK IS STAMPED: SUMMIT COUNTY GIS 42
GS0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0042+STABILITY: SURFACE MOTION
GS0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0042+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0042
GS0042 HISTORY - Year Condition Recov. By
GS0042 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0042 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0042
GS0042 STATION DESCRIPTION
GS0042
GS0042'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0042'THE STATION IS LOCATED .8 MILES NORTH OF HINES HILL ROAD 9.0' EAST
GS0042'OF EAST EDGE OF PAVEMENT OF SOUTH BOUND LANE IF S.R. 8 27.9' WEST
GS0042'OF WEST EDGE OF PAVEMENT OF NORTH BOUND LANE OF S.R. 8 319.8' SOUTH
GS0042'OF A SET OF POWER LINES RUNNING EAST/WEST 175.4' NORTHEAST OF A
GS0042'POWER POLE 82.4' EAST OF A POWER POLE 192.3' SOUTHEAST OF A POWER
GS0042'POLE.
GS0042
|
|
|
|
|
|
|
|
|
|
|
|
2242436.5
|
587224.625
|
0101000020960E0000EB35AB76C21B41412FEFFB0FB1EB2141
|
true
|
2013-08-09 10:36:00 -0400
|
false
|
41.27418497222222222223
|
-81.5033784
|
-81.5033784
|
41.2741849722221
|
2242436.92709993
|
587224.531218981
|
683496.142372344
|
178986.39508832
|
544
|
544
|
BR 4
|
CE2006
|
OH
|
Summit
|
|
USGS
|
|
CHISELED SQUARE
|
NO STAMP
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2011 GOOD COSE HISTORY 2015 FAIR SCE HISTORY 2018 FAIR SCE
|
NAD 83(1986)
|
|
false
|
41
|
0
|
7.37
|
N
|
81
|
37
|
11.78
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
977.81
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE JUNCTION OF HUDSON RUN ROAD AND FAIRLAND ROAD ON SOUTH END OF WEST HEADWALL OF CULVERT.
|
2018-06-21 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2006 *********************************************************************
CE2006 DESIGNATION - BR 4
CE2006 PID - CE2006
CE2006 STATE/COUNTY- OH/SUMMIT
CE2006
CE2006 HORZ DATUM - NAD 83(1986)
CE2006 VERT DATUM - NGVD 29
CE2006
CE2006 POSITION - 41 00 07.37 (N) 081 37 11.78 (W) SCALED
CE2006 83 MINUS 27 -
CE2006
CE2006 HEIGHT - (meters) 977.81 (feet) ADJUST
CE2006 88 MINUS 29 -
CE2006 *********************************************************************
CE2006
CE2006 VERT ORDER - THIRD
CE2006
CE2006 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2006 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2006 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE2006
CE2006_STATION MARK IS A CHISELED SQUARE
CE2006_WITH SETTING: SET IN TOP OF CONCRETE HEADWALL OF A CULVERT
CE2006_THE MARK IS STAMPED: NO STAMP
CE2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2006+STABILITY: SURFACE MOTION
CE2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2006+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2006
CE2006 HISTORY - Year Condition Recov. By
CE2006 HISTORY - 1989 - GOOD COSE
CE2006 STATION DESCRIPTION
CE2006
CE2006 DESCRIBED BY COSE
CE2006 THE STATION IS LOCATED AT THE JUNCTION OF HUDSON
CE2006 RUN ROAD AND FAIRLAND ROAD ON SOUTH END OF WEST
CE2006 HEADWALL OF CULVERT.
CE2006
|
|
|
|
|
|
|
|
|
|
|
|
2211460.75
|
487698.6875
|
0101000020960E0000FE3F140D24DF40416FAF4193DCC41D41
|
true
|
2011-11-28 02:27:00 -0500
|
false
|
41.00204722222222222222
|
-81.61993888888888888889
|
-81.6199388888889
|
41.0020472222221
|
2211400.10218048
|
487735.143805257
|
674036.099216808
|
148661.969155763
|
545
|
545
|
9 RHP 1956 1014
|
CE2007
|
OH
|
Summit
|
|
USGS
|
1955-12-31 00:00:00 -0500
|
Disk in Concrete
|
9 RHP 1956 1014
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2006 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
1
|
30.74
|
N
|
81
|
37
|
18.04
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1013.999
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
IN BARBERTON, 28.3 FEET SOUTH OF NORTON AVE., 38 FEET WEST OF CLARK MILL RD. IN SIDEWALK. 56.5 FEET NORTH OF TELEPHONE/LIGHT/POWER POLE #BA-4829 AND 17 FEET SOUTHEAST OF TELEPHONE/POWER POLE #BA-4827.
|
2018-05-22 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2007 *********************************************************************
CE2007 DESIGNATION - 9 RHP 1956 1014
CE2007 PID - CE2007
CE2007 STATE/COUNTY- OH/SUMMIT
CE2007
CE2007 HORZ DATUM - NAD 83(1986)
CE2007 VERT DATUM - NGVD 29
CE2007
CE2007 POSITION - 41 01 30.74 (N) 081 37 18.04 (W) SCALED
CE2007 83 MINUS 27 -
CE2007
CE2007 HEIGHT - (meters) 1013.999 (feet) ADJUST
CE2007 88 MINUS 29 -
CE2007 *********************************************************************
CE2007
CE2007 VERT ORDER - THIRD
CE2007
CE2007 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2007 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2007 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE2007
CE2007_STATION MARK IS A SURVEY DISK
CE2007_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
CE2007_THE MARK IS STAMPED: 9 RHP 1956 1014
CE2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2007+STABILITY: SURFACE MOTION
CE2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2007+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2007
CE2007 HISTORY - Year Condition Recov. By
CE2007 HISTORY - 1989 - GOOD COSE
CE2007 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2007 STATION DESCRIPTION
CE2007
CE2007 DESCRIBED BY COSE ALSO KNOWN AS BR-15
CE2007 THE STATION IS LOCATED SOUTH AND 34.0' WEST OF
CE2007 THE INTERSECTION OF NORTON AVENUE AND CLARK MILL
CE2007 ROAD 2.0' SOUTHWEST OF A SIGNPOST.
CE2007
|
|
|
|
|
|
|
|
|
|
|
|
2210839.25
|
496092.8125
|
0101000020960E000074CEF09A09DE40414522C5729C481E41
|
true
|
2011-11-28 05:34:00 -0500
|
false
|
41.02520555555555555556
|
-81.62167777777777777778
|
-81.6216777777778
|
41.0252055555554
|
2210835.21047383
|
496167.112080131
|
673863.919880263
|
151232.038226083
|
546
|
546
|
BR 16
|
CE2008
|
OH
|
Summit
|
|
|
|
Disk in wingwall
|
No Stamp
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2006 - GOOD SCEHISTORY - 2011 - GOOD SCE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
1
|
28.64
|
N
|
81
|
36
|
53.0
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
966.61
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
STATION IS LOCATED30' SOUTH OF THE CENTERLINE OF NORTON AVE. IN SOUTHWEST CONCRETE WINGWALL OF BRIDGE OVER WOLF CREEK.
|
2018-05-23 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2008 *********************************************************************
CE2008 DESIGNATION - BR 16
CE2008 PID - CE2008
CE2008 STATE/COUNTY- OH/SUMMIT
CE2008
CE2008 HORZ DATUM - NAD 83(1986)
CE2008 VERT DATUM - NGVD 29
CE2008
CE2008 POSITION - 41 01 28.64 (N) 081 36 53.00 (W) SCALED
CE2008 83 MINUS 27 -
CE2008
CE2008 HEIGHT - (meters) 966.61 (feet) ADJUST
CE2008 88 MINUS 29 -
CE2008 *********************************************************************
CE2008
CE2008 VERT ORDER - THIRD
CE2008
CE2008 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2008 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2008 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE2008
CE2008_STATION MARK IS A SURVEY DISK
CE2008_WITH SETTING: SET IN TOP OF CONCRETE WINGWALL OF A BRIDGE
CE2008_THE MARK IS STAMPED: NO STAMP
CE2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2008+STABILITY: SURFACE MOTION
CE2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2008+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2008
CE2008 HISTORY - Year Condition Recov. By
CE2008 HISTORY - 1989 - GOOD COSE
CE2008 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2008 STATION DESCRIPTION
CE2008
CE2008 DESCRIBED BY COSE
CE2008 THE STATION IS LOCATED 95.0' SOUTHWEST OF THE
CE2008 CROSSING OF NORTON AVENUE AND AKRON BARBERTON
CE2008 BELT RAILROAD IN SOUTHWEST CONCRETE WINGWALL OF
CE2008 BRIDGE OVER WOLF CREEK.
CE2008
|
|
|
|
|
|
|
|
|
|
|
|
2212762.0
|
495969.0
|
0101000020960E0000F13AB031CAE1404194A6200198451E41
|
true
|
2011-11-28 03:32:00 -0500
|
false
|
41.02462222222222222223
|
-81.61472222222222222222
|
-81.6147222222222
|
41.0246222222221
|
2212756.38819062
|
495974.001101115
|
674449.496019493
|
151173.177881959
|
547
|
547
|
SUMMIT COUNTY GIS 43
|
GS0043
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
43
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
51.45284
|
N
|
81
|
28
|
41.65256
|
W
|
ADJUSTED
|
-33.82
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
179763.008
|
685593.575
|
0.9999461
|
+
|
0
|
40
|
16.4
|
|
MT
|
C
|
|
|
|
321.609
|
1055.146
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 36.5' NORTHWEST OF CENTERLINE OF PAVEMENT OF TWINSBURG ROAD AND 46.0' SOUTHWEST OF CENTERLINE OF VALLEY VIEW ROAD. IT IS 90.3' WEST OF THE POINT OF INTERSECTION OF TWINSBURG AND VALLEY VIEW ROADS. 16.5' EAST OF TELEPHONE AND POWER POLE #TW-1036, 8.80' EAST OF NORTHEAST CORNER ELECTRIC BOX.
GOOD FOR GPS
|
2021-12-04 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0043 ***********************************************************************
GS0043 DESIGNATION - SUMMIT COUNTY GIS 43
GS0043 PID - GS0043
GS0043 STATE/COUNTY- OH/SUMMIT
GS0043 USGS QUAD - TWINSBURG
GS0043
GS0043 HORZ DATUM - NAD 83(1986)
GS0043 VERT DATUM - NGVD 88
GS0043
GS0043 POSITION - 41 16 51.45284(N) 081 28 41.65256(W) ADJUSTED
GS0043 83 minus 27 -
GS0043
GS0043 HEIGHT - 321.609 (meters) 1055.146 (feet) GPS OBS
GS0043 88 minus 29 -
GS0043 ***********************************************************************
GS0043 LAPLACE CORR-
GS0043 GEOID HEIGHT- -33.821
GS0043
GS0043 HORZ ORDER - FIRST
GS0043 VERT ORDER - THIRD
GS0043
GS0043.The horizontal coordinates were established by GPS observations
GS0043.and adjusted by the Woolpert Consultants in March 1997.
GS0043
GS0043.The orthometric height was determined by GPS observations.
GS0043
GS0043
GS0043.The geoid height was determined by GEOID93.
GS0043
GS0043; North East Scale Converg.
GS0043;SPC OH N - 179763.008 685593.575 0.99994610 +0 40 16.49 MT
GS0043;SPC OH N - 589772.469 2249318.254 US SURVEY FEET
GS0043
GS0043_STATION MARK IS A SURVEY DISK
GS0043_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0043_THE MARK IS STAMPED: SUMMIT COUNTY GIS 43
GS0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0043+STABILITY: SURFACE MOTION
GS0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0043+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0043
GS0043 HISTORY - Year Condition Recov. By
GS0043 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0043 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0043
GS0043 STATION DESCRIPTION
GS0043
GS0043'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0043'THE STATION IS LOCATED 36.5' NORTHWEST OF CENTERLINE OF PAVEMENT OF
GS0043'TWINSBURG ROAD AND 46.0' SOUTHWEST OF CENTERLINE OF VALLEY VIEW
GS0043'ROAD. IT IS 90.3' WEST OF THE POINT OF INTERSECTION OF TWINSBURG
GS0043'AND VALLEY VIEW ROADS.
GS0043
|
|
|
|
|
|
|
|
|
|
|
|
2249319.25
|
589772.8125
|
0101000020960E000069096820332941419CC827F098FF2141
|
true
|
2011-02-16 06:11:00 -0500
|
false
|
41.28095912222222222223
|
-81.47823682222222222223
|
-81.4782368222222
|
41.2809591222221
|
2249318.25317495
|
589772.469053525
|
685593.574754874
|
179763.008093515
|
548
|
548
|
SUMMIT COUNTY GIS 44
|
GS0044
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
44
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW -2021 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
53.99589
|
N
|
81
|
27
|
20.54207
|
W
|
ADJUSTED
|
-33.8
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
179863.807
|
687479.953
|
0.9999461
|
+
|
0
|
41
|
9.77
|
|
MT
|
C
|
|
|
|
352.34
|
1155.969
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF TWINSBURG ROAD AND 0.10 MILES WEST OF ESTATE AVENUE. IT IS 21.4' SOUTH OF CENTERLINE OF PAVEMENT, 48.2' SOUTHEAST OF TELEPHONE POWER POLE #TW-1514 AND 122' SOUTHWEST OF TELEPHONE POLE #TW-1992. 53.4' SOUTHEAST OF A FIRE HYDRANT IN FRONT THE TWINSBURG COMMUNITY GARDENS AND THE EDGE OF PAVEMENT.
GOOD GPS
|
2021-12-30 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0044 ***********************************************************************
GS0044 DESIGNATION - SUMMIT COUNTY GIS 44
GS0044 PID - GS0044
GS0044 STATE/COUNTY- OH/SUMMIT
GS0044 USGS QUAD - TWINSBURG
GS0044
GS0044 HORZ DATUM - NAD 83(1986)
GS0044 VERT DATUM - NGVD 88
GS0044
GS0044 POSITION - 41 16 53.99589(N) 081 27 20.54207(W) ADJUSTED
GS0044 83 minus 27 -
GS0044
GS0044 HEIGHT - 352.340 (meters) 1155.969 (feet) GPS OBS
GS0044 88 minus 29 -
GS0044 ***********************************************************************
GS0044 LAPLACE CORR-
GS0044 GEOID HEIGHT- -33.809
GS0044
GS0044 HORZ ORDER - FIRST
GS0044 VERT ORDER - THIRD
GS0044
GS0044.The horizontal coordinates were established by GPS observations
GS0044.and adjusted by the Woolpert Consultants in March 1997.
GS0044
GS0044.The orthometric height was determined by GPS observations.
GS0044
GS0044
GS0044.The geoid height was determined by GEOID93.
GS0044
GS0044; North East Scale Converg.
GS0044;SPC OH N - 179863.807 687479.953 0.99994610 +0 41 9.777 MT
GS0044;SPC OH N - 590103.173 2255507.146 US SURVEY FEET
GS0044
GS0044_STATION MARK IS A SURVEY DISK
GS0044_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0044_THE MARK IS STAMPED: SUMMIT COUNTY GIS 44
GS0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0044+STABILITY: SURFACE MOTION
GS0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0044+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0044
GS0044 HISTORY - Year Condition Recov. By
GS0044 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0044 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0044
GS0044 STATION DESCRIPTION
GS0044
GS0044'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0044'THE STATION IS LOCATED ON THE SOUTH SIDE OF TWINSBRG ROAD AND 0.10
GS0044'MILES WEST OF ESTATE AVENUE. IT IS 22.0' SOUTH OF CENTERLINE OF
GS0044'PAVEMENT 47.7' SOUTHEAST OF A TELEHONE POWER POLE AND 82.5'
GS0044'SOUTHWEST OF A TELEPHONE POLE.
GS0044'ALSO SOUTHEAST OF HSE # 1669 AND SOUTHWEST OF HSE # 1679.
GS0044
|
|
|
|
|
|
|
|
|
|
|
|
2255507.75
|
590103.25
|
0101000020960E0000837189924935414169A805582E022241
|
true
|
2011-02-16 06:12:00 -0500
|
false
|
41.281665525
|
-81.45570613055555555556
|
-81.4557061305556
|
41.2816655249999
|
2255507.14481944
|
590103.171918166
|
687479.95270087
|
179863.806528254
|
549
|
549
|
SUMMIT COUNTY GIS 45
|
GS0045
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
45
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
HISTORY - 2003 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2004 NOT RECOVERED COSE SURVEY FIELD CREW
HISTORY - 2014 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
9.46349
|
N
|
81
|
26
|
25.97874
|
W
|
ADJUSTED
|
-33.8
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
180356.232
|
688743.745
|
0.9999464
|
+
|
0
|
41
|
45.6
|
|
MT
|
C
|
|
|
|
341.024
|
1118.843
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTHWEST CORNER OF SUMMIT COMMERCE DRIVE AND S.R. 91. IT IS 21.8' SOUTH OF POWER TELEPHONE POLE #TW-1240, 18.3' NORTHEAST OF A
MANHOLE AND 9.2' WEST OF THE CURB OF S.R. 91.
NOT RECOVERED BY COSE CREW 2003
STAKES OUT IN PAVEMENT
|
2014-03-20 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0045 ***********************************************************************
GS0045 DESIGNATION - SUMMIT COUNTY GIS 45
GS0045 PID - GS0045
GS0045 STATE/COUNTY- OH/SUMMIT
GS0045 USGS QUAD - TWINSBURG
GS0045
GS0045 HORZ DATUM - NAD 83(1986)
GS0045 VERT DATUM - NGVD 88
GS0045
GS0045 POSITION - 41 17 09.46349(N) 081 26 25.97874(W) ADJUSTED
GS0045 83 minus 27 -
GS0045
GS0045 HEIGHT - 341.024 (meters) 1118.843 (feet) GPS OBS
GS0045 88 minus 29 -
GS0045 ***********************************************************************
GS0045 LAPLACE CORR-
GS0045 GEOID HEIGHT- -33.809
GS0045
GS0045 HORZ ORDER - FIRST
GS0045 VERT ORDER - THIRD
GS0045
GS0045.The horizontal coordinates were established by GPS observations
GS0045.and adjusted by the Woolpert Consultants in March 1997.
GS0045
GS0045.The orthometric height was determined by GPS observations.
GS0045
GS0045
GS0045.The geoid height was determined by GEOID93.
GS0045
GS0045; North East Scale Converg.
GS0045;SPC OH N - 180356.232 688743.745 0.99994640 +0 41 45.62 MT
GS0045;SPC OH N - 591718.738 2259653.437 US SURVEY FEET
GS0045
GS0045_STATION MARK IS A SURVEY DISK
GS0045_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0045_THE MARK IS STAMPED: SUMMIT COUNTY GIS 45
GS0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0045+STABILITY: SURFACE MOTION
GS0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0045+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0045
GS0045 HISTORY - Year Condition Recov. By
GS0045 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0045 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0045
GS0045 STATION DESCRIPTION
GS0045
GS0045'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0045'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF SUMMIT COMMERCE
GS0045'PARK AND S.R. 91
GS0045'IT IS 21.8' SOUTH OF A POWER TELEPHONE POLE 18.3' NORTHEAST OF A
GS0045'MANHOLE AND 9.2' WEST OF THE CURB OF S.R. 91.
GS0045
|
|
|
|
|
|
|
|
|
|
|
|
2259652.75
|
591718.375
|
0101000020960E000025BCF2B7623D41414A36CA78CD0E2241
|
true
|
2014-03-21 10:10:00 -0400
|
false
|
41.28596208055555555555
|
-81.44054965
|
-81.44054965
|
41.2859620805554
|
2259653.43709518
|
591718.735917756
|
688743.745114102
|
180356.231420178
|
550
|
550
|
SUMMIT COUNTY GIS 46
|
GS0046
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
46
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2014 GOOD COSE SURVEY FIELD CREW HISTORY 2015 DESTROYED SCE SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
4.70486
|
N
|
81
|
24
|
20.71324
|
W
|
ADJUSTED
|
-33.79
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
180245.435
|
691660.084
|
0.9999463
|
+
|
0
|
43
|
7.91
|
|
MT
|
C
|
|
|
|
309.988
|
1017.019
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION OF OLD MILL AND RAVENNA ROADS. IT IS 25.0' SOUTHEAST OF THE CURB OF OLD MILL ROAD 11.3' SOUTHEAST OF A 15" CONCRETE CULVERT AND 53.2' SOUTHWEST OF A TELEPHONE POWER POLE. MONUMENT DESTROYED.
|
2015-08-31 00:00:00 -0400
|
SCE
|
Destroyed
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0046 ***********************************************************************
GS0046 DESIGNATION - SUMMIT COUNTY GIS 46
GS0046 PID - GS0046
GS0046 STATE/COUNTY- OH/SUMMIT
GS0046 USGS QUAD - TWINSBURG
GS0046
GS0046 HORZ DATUM - NAD 83(1986)
GS0046 VERT DATUM - NGVD 88
GS0046
GS0046 POSITION - 41 17 04.70486(N) 081 24 20.71324(W) ADJUSTED
GS0046 83 minus 27 -
GS0046
GS0046 HEIGHT - 309.988 (meters) 1017.019 (feet) GPS OBS
GS0046 88 minus 29 -
GS0046 ***********************************************************************
GS0046 LAPLACE CORR-
GS0046 GEOID HEIGHT- -33.793
GS0046
GS0046 HORZ ORDER - FIRST
GS0046 VERT ORDER - THIRD
GS0046
GS0046.The horizontal coordinates were established by GPS observations
GS0046.and adjusted by the Woolpert Consultants in March 1997.
GS0046
GS0046.The orthometric height was determined by GPS observations.
GS0046
GS0046
GS0046.The geoid height was determined by GEOID93.
GS0046
GS0046; North East Scale Converg.
GS0046;SPC OH N - 180245.435 691660.084 0.99994630 +0 43 7.915 MT
GS0046;SPC OH N - 591355.231 2269221.459 US SURVEY FEET
GS0046
GS0046_STATION MARK IS A SURVEY DISK
GS0046_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0046_THE MARK IS STAMPED: SUMMIT COUNTY GIS 46
GS0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0046+STABILITY: SURFACE MOTION
GS0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0046+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0046
GS0046 HISTORY - Year Condition Recov. By
GS0046 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0046 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0046
GS0046 STATION DESCRIPTION
GS0046
GS0046'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0046'THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION
GS0046'OF OLD MILL AND RAVENNA ROADS. IT IS 25.0' SOUTHEAST OF THE CURB
GS0046'OF OLD MILL ROAD 11.3' SOUTHEAST OF A 15" CONCRETE CULVERT AND
GS0046'53.2' SOUTHWEST OF A TELEPHONE POWER POLE.
GS0046
|
|
|
|
|
|
|
|
|
|
|
|
2269221.25
|
591355.625
|
0101000020960E0000F97DE6BA125041413B38DD76F60B2241
|
true
|
2014-03-21 10:14:00 -0400
|
false
|
41.28464023888888888889
|
-81.40575367777777777778
|
-81.4057536777778
|
41.2846402388887
|
2269221.46015906
|
591355.232156522
|
691660.08437665
|
180245.43525216
|
551
|
551
|
SUMMIT COUNTY GIS 47
|
GS0047
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
47
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREWHISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
17
|
4.79892
|
N
|
81
|
23
|
32.31611
|
W
|
ADJUSTED
|
-33.78
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
180262.552
|
692786.101
|
0.9999463
|
+
|
0
|
43
|
39.7
|
|
MT
|
C
|
|
|
|
304.554
|
999.191
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE INTERSECTION OF OLD MILL AND W&LE RAILROAD TRACKS ON THE SUMMIT/PORTAGE COUNTY LINE. IT IS 74.0' WEST OF THE SUMMIT/PORTAGE COUNTY LINE, 25.8' NORTH OF CENTERLINE OF PAVEMENT OF OLD MILL ROAD AND 29.5' SOUTHWEST OF THE W&LE RAILROAD TRACKS.
|
2018-05-17 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0047 ***********************************************************************
GS0047 DESIGNATION - SUMMIT COUNTY GIS 47
GS0047 PID - GS0047
GS0047 STATE/COUNTY- OH/SUMMIT
GS0047 USGS QUAD - TWINSBURG
GS0047
GS0047 HORZ DATUM - NAD 83(1986)
GS0047 VERT DATUM - NGVD 88
GS0047
GS0047 POSITION - 41 17 04.79892(N) 081 23 32.31611(W) ADJUSTED
GS0047 83 minus 27 -
GS0047
GS0047 HEIGHT - 304.554 (meters) 999.191 (feet) GPS OBS
GS0047 88 minus 29 -
GS0047 ***********************************************************************
GS0047 LAPLACE CORR-
GS0047 GEOID HEIGHT- -33.788
GS0047
GS0047 HORZ ORDER - FIRST
GS0047 VERT ORDER - THIRD
GS0047
GS0047.The horizontal coordinates were established by GPS observations
GS0047.and adjusted by the Woolpert Consultants in March 1997.
GS0047
GS0047.The orthometric height was determined by GPS observations.
GS0047
GS0047
GS0047.The geoid height was determined by GEOID93.
GS0047
GS0047; North East Scale Converg.
GS0047;SPC OH N - 180262.552 692786.101 0.99994630 +0 43 39.71 MT
GS0047;SPC OH N - 591411.389 2272915.733 US SURVEY FEET
GS0047
GS0047_STATION MARK IS A SURVEY DISK
GS0047_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0047_THE MARK IS STAMPED: SUMMIT COUNTY GIS 47
GS0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0047+STABILITY: SURFACE MOTION
GS0047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0047+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0047
GS0047 HISTORY - Year Condition Recov. By
GS0047 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0047 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0047
GS0047 STATION DESCRIPTION
GS0047
GS0047'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0047'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE INTERSECTION
GS0047'OF OLD MILL AND W&LE RAILROAD TRACKS ON THE SUMMIT/PORTAGE COUNTY
GS0047'LINE. IT IS 74.0' WEST OF THE SUMMIT/PORTAGE COUNTY LINE 25.8'
GS0047'NORTH OF CENTERLINE OF PAVEMENT OF OLD MILL ROAD AND 29.5'
GS0047'SOUTHWEST OF THE W&LE RAILROAD TRACKS.
GS0047
|
|
|
|
|
|
|
|
|
|
|
|
2272915.5
|
591412.0
|
0101000020960E000041C1DEDD49574141A99DC4C7660C2241
|
true
|
2011-02-16 06:17:00 -0500
|
false
|
41.28466636666666666666
|
-81.39231003055555555555
|
-81.3923100305556
|
41.2846663666665
|
2272915.73336044
|
591411.390171935
|
692786.101100464
|
180262.552249496
|
552
|
552
|
SUMMIT COUNTY GIS 48
|
GS0048
|
OH
|
Summit
|
Broadview Heights
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
48
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 NOT RECOVERED COSE FIELD CREWHISTORY - 2004 GOOD SCEHISTORY - 2005 GOOD SCEHISTORY - 2011 GOOD SCE - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
41.15984
|
N
|
81
|
40
|
53.22102
|
W
|
ADJUSTED
|
-33.81
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
177415.095
|
668591.202
|
0.9999449
|
+
|
0
|
32
|
15.8
|
|
MT
|
C
|
|
|
|
375.564
|
1232.163
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 25.2' NORTH OF CENTERLINE OF PAVEMENT OF
NEWTON ROAD AND .45 MILES WEST OF BROADVIEW ROAD. IT IS 66.62'
WEST OF POWER POLE #51BX4A-2/15T, 9.3' NORTH OF THE EAST END OF
A 15" STEEL DRIVEWAY PIPE, 33' SOUTHEAST OF A GATEPOST FOR A BLACK
METAL FENCE AT THE TRUCK ENTRANCE TO OHIO OPERATING ENGINEERS.
117.5' NORTHEAST OF A REBAR WITH KOLE & ASSOCIATES CAP AND 133'
NORTHWEST OF A LEADCENTER MONUMENT AT THE INTERSECTION OF
NEWTON RD AND OVIATT RDS.
|
2022-01-05 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0048 ***********************************************************************
GS0048 DESIGNATION - SUMMIT COUNTY GIS 48
GS0048 PID - GS0048
GS0048 STATE/COUNTY- OH/SUMMIT
GS0048 USGS QUAD - WEST RICHFIELD
GS0048
GS0048 HORZ DATUM - NAD 83(1986)
GS0048 VERT DATUM - NGVD 88
GS0048
GS0048 POSITION - 41 15 41.15984(N) 081 40 53.22102(W) ADJUSTED
GS0048 83 minus 27 -
GS0048
GS0048 HEIGHT - 375.564 (meters) 1232.163 (feet) GPS OBS
GS0048 88 minus 29 -
GS0048 ***********************************************************************
GS0048 LAPLACE CORR-
GS0048 GEOID HEIGHT- -33.811
GS0048
GS0048 HORZ ORDER - FIRST
GS0048 VERT ORDER - THIRD
GS0048
GS0048.The horizontal coordinates were established by GPS observations
GS0048.and adjusted by the Woolpert Consultants in March 1997.
GS0048
GS0048.The orthometric height was determined by GPS observations.
GS0048
GS0048
GS0048.The geoid height was determined by GEOID93.
GS0048
GS0048; North East Scale Converg.
GS0048;SPC OH N - 177415.095 668591.202 0.99994490 +0 32 15.88 MT
GS0048;SPC OH N - 582069.358 2193536.302 US SURVEY FEET
GS0048
GS0048_STATION MARK IS A SURVEY DISK
GS0048_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0048_THE MARK IS STAMPED: SUMMIT COUNTY GIS 48
GS0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0048+STABILITY: SURFACE MOTION
GS0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0048+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0048
GS0048 HISTORY - Year Condition Recov. By
GS0048 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0048 HISTORY - 2000 GOOD COSE FIELD CREW
GS0048
GS0048 STATION DESCRIPTION
GS0048
GS0048'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0048'THE STATION IS LOCATED 25.2' NORTH OF CENTERLINE OF PAVEMENT OF
GS0048'NEWTON ROAD AND .45 MILES WEST OF BROADVIEW ROAD. IT IS 229.6'
GS0048'NORTHWEST OF A POWER POLE 13.5' NORTHWEST OF THE SOUTHEAST END OF
GS0048'A 12" CMP UNDERA DRIVEWAY FOR A 12' GATE IN A CHAIN LINK FENCE AND
GS0048'15'+- EAST OF THE ENTRANCE TO OHIO OPERATING ENGINEERS.
GS0048
|
|
|
|
|
|
|
|
|
|
|
|
2193536.5
|
582069.125
|
0101000020960E000024BAA52640BC40415A4B36B76AC32141
|
true
|
2011-01-14 05:12:00 -0500
|
false
|
41.26143328888888888889
|
-81.68145028333333333334
|
-81.6814502833333
|
41.2614332888887
|
2193536.30193259
|
582069.357836108
|
668591.202011457
|
177415.095098619
|
553
|
553
|
SUMMIT COUNTY GIS 49
|
GS0049
|
OH
|
Summit
|
Broadview Heights
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
49
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
57.19278
|
N
|
81
|
39
|
47.84253
|
W
|
ADJUSTED
|
-33.81
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
177924.098
|
670108.205
|
0.9999451
|
+
|
0
|
32
|
58.8
|
|
MT
|
C
|
|
|
|
385.795
|
1265.729
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 36.9' EAST OF CENTERLINE OF PAVEMENT OF
ALGER ROAD AND 21.3' NORTH OF CENTERLINE OF PAVEMENT OF RAMBLEWOOD
DRIVE. IT IS ALSO 43.8' NORTHEAST OF THE POINT OFINTERSECTION OF
ALGER ROAD AND RAMBLEWOOD DRIVE 31.3' SOUTHEAST OF POWER POLE
#RF-3347, 60.9' NORTH OF POWER POLE #900023 AND 67.5' NORTHEAST OF
A POWER POLE. THIS MONUMENT HAS BEEN DESTROYED
|
2016-07-15 00:00:00 -0400
|
SCE
|
DESTROYED
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0049 ***********************************************************************
GS0049 DESIGNATION - SUMMIT COUNTY GIS 49
GS0049 PID - GS0049
GS0049 STATE/COUNTY- OH/SUMMIT
GS0049 USGS QUAD - WEST RICHFIELD
GS0049
GS0049 HORZ DATUM - NAD 83(1986)
GS0049 VERT DATUM - NGVD 88
GS0049
GS0049 POSITION - 41 15 57.19278(N) 081 39 47.84253(W) ADJUSTED
GS0049 83 minus 27 -
GS0049
GS0049 HEIGHT - 385.795 (meters) 1265.729 (feet) GPS OBS
GS0049 88 minus 29 -
GS0049 ***********************************************************************
GS0049 LAPLACE CORR-
GS0049 GEOID HEIGHT- -33.818
GS0049
GS0049 HORZ ORDER - FIRST
GS0049 VERT ORDER - THIRD
GS0049
GS0049.The horizontal coordinates were established by GPS observations
GS0049.and adjusted by the Woolpert Consultants in March 1997.
GS0049
GS0049.The orthometric height was determined by GPS observations.
GS0049
GS0049
GS0049.The geoid height was determined by GEOID93.
GS0049
GS0049; North East Scale Converg.
GS0049;SPC OH N - 177924.098 670108.205 0.99994510 +0 32 58.83 MT
GS0049;SPC OH N - 583739.312 2198513.336 US SURVEY FEET
GS0049
GS0049_STATION MARK IS A SURVEY DISK
GS0049_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0049_THE MARK IS STAMPED: SUMMIT COUNTY GIS 49
GS0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0049+STABILITY: SURFACE MOTION
GS0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0049+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0049
GS0049 HISTORY - Year Condition Recov. By
GS0049 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0049 HISTORY - 2000 GOOD COSE FIELD CREW
GS0049
GS0049 STATION DESCRIPTION
GS0049
GS0049'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0049'THE STATION IS LOCATED 36.9' EAST OF CENTERLINE OF PAVEMENT OF
GS0049'ALGER ROAD AND 21.3' NORTH OF CENTERLINE OF PAVEMENT OF RAMBLEWOOD
GS0049'DRIVE. IT IS ALSO 43.8' NORTHEAST OF THE POINT OFINTERSECTION OF
GS0049'ALGER ROAD AND RAMBLEWOOD DRIVE31.3' SOUTHEAST OF A POWER POLE
GS0049'60.9' NORTH OF A POWER POLE AND 67.5' NORTHEAST OF A POWER POLE.
GS0049
|
|
|
|
|
|
|
|
|
|
|
|
2198512.75
|
583739.8125
|
0101000020960E0000B76ACFAAF8C540414619959F76D02141
|
true
|
2011-01-14 09:33:00 -0500
|
false
|
41.26588688333333333333
|
-81.66328959166666666667
|
-81.6632895916667
|
41.2658868833332
|
2198513.33445486
|
583739.311684408
|
670108.20455825
|
177924.098049589
|
554
|
554
|
SUMMIT COUNTY GIS 50
|
GS0050
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
50
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2005 GOOD SCE FIELD CREWHISTORY - 2011 GOOD SCE FIELD CREW 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
7.26859
|
N
|
81
|
37
|
58.79804
|
W
|
ADJUSTED
|
-33.82
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
178259.691
|
672643.052
|
0.9999453
|
+
|
0
|
34
|
10.4
|
|
MT
|
C
|
|
|
|
332.381
|
1090.487
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 19.3' WEST OF CENTERLINE OF PAVEMENT OF
BERKLEY DRIVE AND 88.9' NORTH OF EXTENDED CENTERLINE OF BRUSHWOOD.
IT IS 91.2' NORTHEAST OF POWER POLE #2043/009, 91.4' NORTHWEST OF THE POINT OF
INTERSECTION OF BERKLEY AND BRUSHWOOD AND 108.5' NORTHWEST OF A
POWER POLE #RF-1785.
|
2019-07-10 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0050 ***********************************************************************
GS0050 DESIGNATION - SUMMIT COUNTY GIS 50
GS0050 PID - GS0050
GS0050 STATE/COUNTY- OH/SUMMIT
GS0050 USGS QUAD - WEST RICHFIELD
GS0050
GS0050 HORZ DATUM - NAD 83(1986)
GS0050 VERT DATUM - NGVD 88
GS0050
GS0050 POSITION - 41 16 07.26859(N) 081 37 58.79804(W) ADJUSTED
GS0050 83 minus 27 -
GS0050
GS0050 HEIGHT - 332.381 (meters) 1090.487 (feet) GPS OBS
GS0050 88 minus 29 -
GS0050 ***********************************************************************
GS0050 LAPLACE CORR-
GS0050 GEOID HEIGHT- -33.827
GS0050
GS0050 HORZ ORDER - FIRST
GS0050 VERT ORDER - THIRD
GS0050
GS0050.The horizontal coordinates were established by GPS observations
GS0050.and adjusted by the Woolpert Consultants in March 1997.
GS0050
GS0050.The orthometric height was determined by GPS observations.
GS0050
GS0050
GS0050.The geoid height was determined by GEOID93.
GS0050
GS0050; North East Scale Converg.
GS0050;SPC OH N - 178259.691 672643.052 0.99994530 +0 34 10.47 MT
GS0050;SPC OH N - 584840.336 2206829.746 US SURVEY FEET
GS0050
GS0050_STATION MARK IS A SURVEY DISK
GS0050_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0050_THE MARK IS STAMPED: SUMMIT COUNTY GIS 50
GS0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0050+STABILITY: SURFACE MOTION
GS0050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0050+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0050
GS0050 HISTORY - Year Condition Recov. By
GS0050 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0050 HISTORY - 2000 GOOD COSE FIELD CREW
GS0050
GS0050 STATION DESCRIPTION
GS0050
GS0050'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0050'THE STATION IS LOCATED 19.3' WEST OF CENTERLINE OF PAVEMENT OF
GS0050'BERKLEY DRIVE AND 88.9' NORTH OF EXTENDED CENTERLINE OF BRUSHWOOD.
GS0050'IT IS 91.2'NORTHEAST OF A POWER POLE 91.4'NORTHWEST OF THE POINT OF
GS0050'INTERSECTION OF BERKLEY AND BRUSHWOOD AND 108.5'NORTHWEST OF A
GS0050'POWER POLE.
GS0050
|
|
|
|
|
|
|
|
|
|
|
|
2206828.75
|
584839.8125
|
0101000020960E0000F4A874DF36D6404129EFEDAC10D92141
|
true
|
2011-01-14 09:33:00 -0500
|
false
|
41.26868571944444444445
|
-81.63299945555555555556
|
-81.6329994555555
|
41.2686857194443
|
2206829.74574768
|
584840.337752794
|
672643.051789996
|
178259.691466418
|
555
|
555
|
SUMMIT COUNTY GIS 51
|
GS0051
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
51
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2012 GOOD COSE SURVEY FIELD CREW 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
51.53094
|
N
|
81
|
33
|
21.87752
|
W
|
ADJUSTED
|
-33.83
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
177841.157
|
679093.13
|
0.999945
|
+
|
0
|
37
|
12.3
|
|
MT
|
C
|
|
|
|
207.785
|
681.708
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 43.6' NORTHWEST OF CENTERLINE OF PAVEMENT OF
BOSTON MILLS ROAD AND 18.8' SOUTHEAST OF CENTERLINE OF PAVEMNET OF
HINES HILL ROAD. IT IS ALSO 13.5' EAST OF A CB INLET AND 19.2'
NORTHEAST OF A CB INLET.
|
2021-07-07 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0051 ***********************************************************************
GS0051 DESIGNATION - SUMMIT COUNTY GIS 51
GS0051 PID - GS0051
GS0051 STATE/COUNTY- OH/SUMMIT
GS0051 USGS QUAD - PENINSULA
GS0051
GS0051 HORZ DATUM - NAD 83(1986)
GS0051 VERT DATUM - NGVD 88
GS0051
GS0051 POSITION - 41 15 51.53094(N) 081 33 21.87752(W) ADJUSTED
GS0051 83 minus 27 -
GS0051
GS0051 HEIGHT - 207.785 (meters) 681.708 (feet) GPS OBS
GS0051 88 minus 29 -
GS0051 ***********************************************************************
GS0051 LAPLACE CORR-
GS0051 GEOID HEIGHT- -33.836
GS0051
GS0051 HORZ ORDER - FIRST
GS0051 VERT ORDER - THIRD
GS0051
GS0051.The horizontal coordinates were established by GPS observations
GS0051.and adjusted by the Woolpert Consultants in March 1997.
GS0051
GS0051.The orthometric height was determined by GPS observations.
GS0051
GS0051
GS0051.The geoid height was determined by GEOID93.
GS0051
GS0051; North East Scale Converg.
GS0051;SPC OH N - 177841.157 679093.130 0.99994500 +0 37 12.39 MT
GS0051;SPC OH N - 583467.196 2227991.377 US SURVEY FEET
GS0051
GS0051_STATION MARK IS A SURVEY DISK
GS0051_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0051_THE MARK IS STAMPED: SUMMIT COUNTY GIS 51
GS0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0051+STABILITY: SURFACE MOTION
GS0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0051+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0051
GS0051 HISTORY - Year Condition Recov. By
GS0051 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0051 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0051
GS0051 STATION DESCRIPTION
GS0051
GS0051'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0051'THE STATION IS LOCATED 43.6' NORTHWES OF CENTERLINE OF PAVEMENT OF
GS0051'BOSTON MILLS ROAD AND 18.8'SOUTHEAST OF CENTERLINE OF PAVEMNET OF
GS0051'HINES HILL ROAD. IT IS ALSO 13.5' EAST OF AN INLET AND 19.2'
GS0051'NORTHEAST OF AN INLET.
GS0051
|
|
|
|
|
|
|
|
|
|
|
|
2227991.75
|
583466.6875
|
0101000020960E000027F569B08BFF404190B0896356CE2141
|
true
|
2012-09-04 03:59:00 -0400
|
false
|
41.26431415
|
-81.55607708888888888889
|
-81.5560770888889
|
41.2643141499998
|
2227991.37823357
|
583467.194409864
|
679093.130271853
|
177841.156538422
|
556
|
556
|
SUMMIT COUNTY GIS 52
|
GS0052
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
52
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
44.28304
|
N
|
81
|
32
|
1.14633
|
W
|
ADJUSTED
|
-33.82
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
177638.165
|
680974.593
|
0.9999449
|
+
|
0
|
38
|
5.43
|
|
MT
|
C
|
|
|
|
263.022
|
862.931
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 20.3' NORTH OF CENTERLINE OF PAVEMENT OF
HINES HILL ROAD 1.1 MILES WEST OF OLDE EIGHT ROAD 122.0' WEST OF A
POWER POLE #BO 1243, 127.1' WEST OF A POWER POLE 94.8' NORTHWEST OF A POWER
POLE 62.2' NORTHWEST OF A 24" MAPLE TREE AND 100'+- WEST OF BOSTON
HGTS CORPORATION LINE.
|
2022-01-14 00:00:00 -0500
|
SCE
|
Good
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0052 ***********************************************************************
GS0052 DESIGNATION - SUMMIT COUNTY GIS 52
GS0052 PID - GS0052
GS0052 STATE/COUNTY- OH/SUMMIT
GS0052 USGS QUAD - PENINSULA
GS0052
GS0052 HORZ DATUM - NAD 83(1986)
GS0052 VERT DATUM - NGVD 88
GS0052
GS0052 POSITION - 41 15 44.28304(N) 081 32 01.14633(W) ADJUSTED
GS0052 83 minus 27 -
GS0052
GS0052 HEIGHT - 263.022 (meters) 862.931 (feet) GPS OBS
GS0052 88 minus 29 -
GS0052 ***********************************************************************
GS0052 LAPLACE CORR-
GS0052 GEOID HEIGHT- -33.826
GS0052
GS0052 HORZ ORDER - FIRST
GS0052 VERT ORDER - THIRD
GS0052
GS0052.The horizontal coordinates were established by GPS observations
GS0052.and adjusted by the Woolpert Consultants in March 1997.
GS0052
GS0052.The orthometric height was determined by GPS observations.
GS0052
GS0052
GS0052.The geoid height was determined by GEOID93.
GS0052
GS0052; North East Scale Converg.
GS0052;SPC OH N - 177638.165 680974.593 0.99994490 +0 38 5.434 MT
GS0052;SPC OH N - 582801.213 2234164.144 US SURVEY FEET
GS0052
GS0052_STATION MARK IS A SURVEY DISK
GS0052_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0052_THE MARK IS STAMPED: SUMMIT COUNTY GIS 52
GS0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0052+STABILITY: SURFACE MOTION
GS0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0052+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0052
GS0052 HISTORY - Year Condition Recov. By
GS0052 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0052 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0052
GS0052 STATION DESCRIPTION
GS0052
GS0052'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0052'THE STATION IS LOCATED 20.3' NORTH OF CENTERLINE OF PAVEMENT OF
GS0052'HINES HILL ROAD 1.1 MILES WEST OF OLDE EIGHT ROAD 122.0'EAST OF A
GS0052'POWER POLE 127.1' WEST OF A POWER POLE 94.8' NORTHWEST OF A POWER
GS0052'POLE 62.2' NORTHWEST OF A 24" MAPLE TREE AND 100'+- WEST OF BOSTON
GS0052'AGTS CORPORATION LINE.
GS0052
|
|
|
|
|
|
|
|
|
|
|
|
2234163.75
|
582801.75
|
0101000020960E00004C269B129A0B41413794D76D22C92141
|
true
|
2011-01-20 08:10:00 -0500
|
false
|
41.26230084444444444444
|
-81.53365175833333333333
|
-81.5336517583333
|
41.2623008444443
|
2234164.14535979
|
582801.214535362
|
680974.59345485
|
177638.165466695
|
557
|
557
|
SUMMIT COUNTY GIS 53
|
GS0053
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
53
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
40.74845
|
N
|
81
|
29
|
52.46722
|
W
|
ADJUSTED
|
-33.8
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
177562.938
|
683970.881
|
0.9999448
|
+
|
0
|
39
|
29.9
|
|
MT
|
C
|
|
|
|
301.473
|
989.083
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.8' NORTHEAST OF CENTERLINE OF PAVEMENT OF
HINES HILL ROAD AND .2 MILES EAST OF S.R. 8. IT IS ALSO 128.3'
SOUTHEAST OF POWER POLE #9401076, 76.5' NORTHWEST OF POWER POLE #9401075, 114.2' NORTHWEST OF A FIRE HYDRANT AND SOUTH OF AN OIL REFINERY AND
STORAGE TANKS.
|
2021-11-08 00:00:00 -0500
|
COSE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0053 ***********************************************************************
GS0053 DESIGNATION - SUMMIT COUNTY GIS 53
GS0053 PID - GS0053
GS0053 STATE/COUNTY- OH/SUMMIT
GS0053 USGS QUAD - TWINSBURG
GS0053
GS0053 HORZ DATUM - NAD 83(1986)
GS0053 VERT DATUM - NGVD 88
GS0053
GS0053 POSITION - 41 15 40.74845(N) 081 29 52.46722(W) ADJUSTED
GS0053 83 minus 27 -
GS0053
GS0053 HEIGHT - 301.473 (meters) 989.083 (feet) GPS OBS
GS0053 88 minus 29 -
GS0053 ***********************************************************************
GS0053 LAPLACE CORR-
GS0053 GEOID HEIGHT- -33.800
GS0053
GS0053 HORZ ORDER - FIRST
GS0053 VERT ORDER - THIRD
GS0053
GS0053.The horizontal coordinates were established by GPS observations
GS0053.and adjusted by the Woolpert Consultants in March 1997.
GS0053
GS0053.The orthometric height was determined by GPS observations.
GS0053
GS0053
GS0053.The geoid height was determined by GEOID93.
GS0053
GS0053; North East Scale Converg.
GS0053;SPC OH N - 177562.938 683970.881 0.99994480 +0 39 29.96 MT
GS0053;SPC OH N - 582554.406 2243994.465 US SURVEY FEET
GS0053
GS0053_STATION MARK IS A SURVEY DISK
GS0053_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0053_THE MARK IS STAMPED: SUMMIT COUNTY GIS 53
GS0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0053+STABILITY: SURFACE MOTION
GS0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0053+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0053
GS0053 HISTORY - Year Condition Recov. By
GS0053 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0053 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0053
GS0053 STATION DESCRIPTION
GS0053
GS0053'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0053'THE STATION IS LOCATED 28.8' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0053'HINES HILL ROAD AND .2MILES EAST OF S.R. 8. IT IS ALSO 128.3'
GS0053'SOUTHEAST OF A POWER POLE 76.5' NORTHWEST OF A POWER POLE 114.2'
GS0053'NORTHWEST OF A FIRE HYDRANT AND SOUTH OF AN OIL REFINERY AND
GS0053'STORAGE TANKS.
GS0053
|
|
|
|
|
|
|
|
|
|
|
|
2243994.0
|
582554.125
|
0101000020960E00009951A43BCD1E41419E3FD0CF34C72141
|
true
|
2011-01-20 08:01:00 -0500
|
false
|
41.26131901388888888889
|
-81.49790756111111111111
|
-81.4979075611111
|
41.2613190138887
|
2243994.46595211
|
582554.405885685
|
683970.881163965
|
177562.938039816
|
558
|
558
|
SUMMIT COUNTY GIS 54
|
GS0054
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
54
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2014 GOOD COSE - 2017 GOOD COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
16
|
9.22214
|
N
|
81
|
26
|
26.24238
|
W
|
ADJUSTED
|
-33.78
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
178497.961
|
688760.183
|
0.9999453
|
+
|
0
|
41
|
45.4
|
|
MT
|
C
|
|
|
|
347.383
|
1139.706
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF S.R. 91 APPROX. 110'
SOUTH OF MIDDLETON ROAD. IT IS ALSO 95.3 'SOUTHEAST OF A SIGNAL
POST, 101.87' NORTHEAST OF TELEPHONE POWER POLE #1063001
AND 15.7' WEST OF THE BACK OF CURB ON S.R. 91.
NOT GOOD FOR GPS
|
2017-10-31 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0054 ***********************************************************************
GS0054 DESIGNATION - SUMMIT COUNTY GIS 54
GS0054 PID - GS0054
GS0054 STATE/COUNTY- OH/SUMMIT
GS0054 USGS QUAD - TWINSBURG
GS0054
GS0054 HORZ DATUM - NAD 83(1986)
GS0054 VERT DATUM - NGVD 88
GS0054
GS0054 POSITION - 41 16 09.22214(N) 081 26 26.24238(W) ADJUSTED
GS0054 83 minus 27 -
GS0054
GS0054 HEIGHT - 347.383 (meters) 1139.706 (feet) GPS OBS
GS0054 88 minus 29 -
GS0054 ***********************************************************************
GS0054 LAPLACE CORR-
GS0054 GEOID HEIGHT- -33.783
GS0054
GS0054 HORZ ORDER - FIRST
GS0054 VERT ORDER - THIRD
GS0054
GS0054.The horizontal coordinates were established by GPS observations
GS0054.and adjusted by the Woolpert Consultants in March 1997.
GS0054
GS0054.The orthometric height was determined by GPS observations.
GS0054
GS0054
GS0054.The geoid height was determined by GEOID93.
GS0054
GS0054; North East Scale Converg.
GS0054;SPC OH N - 178497.961 688760.183 0.99994530 +0 41 45.44 MT
GS0054;SPC OH N - 585622.060 2259707.367 US SURVEY FEET
GS0054
GS0054_STATION MARK IS A SURVEY DISK
GS0054_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0054_THE MARK IS STAMPED: SUMMIT COUNTY GIS 54
GS0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0054+STABILITY: SURFACE MOTION
GS0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0054+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0054
GS0054 HISTORY - Year Condition Recov. By
GS0054 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0054
GS0054 STATION DESCRIPTION
GS0054
GS0054'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0054'THE STATION IS LOCATED ON THE WEST SIDE OF S.R. 91 APPROX. 110'
GS0054'SOUTH OF MIDDLETON ROAD. IT IS ALSO 95.3'SOUTHEAST OF A SIGNAL
GS0054'POST 101.87' NORTHEAST OF A TELEPHONE POWER POLE AND 15.7' WEST OF
GS0054'THE BACK OF CURB ON S.R. 91.
GS0054
|
|
|
|
|
|
|
|
|
|
|
|
2259708.0
|
585622.625
|
0101000020960E00009A1B19AF7D3D4141AC18161F2CDF2141
|
true
|
2014-03-27 10:08:00 -0400
|
false
|
41.26922837222222222223
|
-81.44062288333333333333
|
-81.4406228833333
|
41.2692283722221
|
2259707.36795373
|
585622.060715457
|
688760.183272663
|
178497.961101976
|
559
|
559
|
SUMMIT COUNTY GIS 55
|
GS0055
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 19:00:00 -0500
|
Disk in Concrete
|
55
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. By
HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
HISTORY - 2000 GOOD COSE
HISTORY - 2004 DAMAGED COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
43.6194
|
N
|
81
|
25
|
22.76904
|
W
|
ADJUSTED
|
-33.76
|
GEOID93
|
The horizontal coordinates were established by GPS observations
and adjusted by the Woolpert Consultants in March 1997.
The orthometric height was determined by GPS observations.
The geoid height was determined by GEOID93.
|
OH N
|
177726.32
|
690247.12
|
0.9999449
|
+
|
0
|
42
|
27.1
|
|
MT
|
C
|
|
|
|
314.056
|
1030.365
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF HUDSON PARK DRIVE APPROX
150' SOUTH OF LEEWAY DRIVE. IT IS ALSO 23.3' SOUTHEAST OF A GAS
LINE MARKER, 41.2' SOUTHWEST OF A CATCH BASIN AND 17.5' NORTHWEST OF
A FIRE HYDRANT. AT HOUSE #7504.
FOUND CONC BUT NOT DISK IN 2004
|
2004-09-12 20:00:00 -0400
|
SCE
|
Destroyed
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0055 ***********************************************************************
GS0055 DESIGNATION - SUMMIT COUNTY GIS 55
GS0055 PID - GS0055
GS0055 STATE/COUNTY- OH/SUMMIT
GS0055 USGS QUAD - TWINSBURG
GS0055
GS0055 HORZ DATUM - NAD 83(1986)
GS0055 VERT DATUM - NGVD 88
GS0055
GS0055 POSITION - 41 15 43.61940(N) 081 25 22.76904(W) ADJUSTED
GS0055 83 minus 27 -
GS0055
GS0055 HEIGHT - 314.056 (meters) 1030.365 (feet) GPS OBS
GS0055 88 minus 29 -
GS0055 ***********************************************************************
GS0055 LAPLACE CORR-
GS0055 GEOID HEIGHT- -33.766
GS0055
GS0055 HORZ ORDER - FIRST
GS0055 VERT ORDER - THIRD
GS0055
GS0055.The horizontal coordinates were established by GPS observations
GS0055.and adjusted by the Woolpert Consultants in March 1997.
GS0055
GS0055.The orthometric height was determined by GPS observations.
GS0055
GS0055
GS0055.The geoid height was determined by GEOID93.
GS0055
GS0055; North East Scale Converg.
GS0055;SPC OH N - 177726.320 690247.120 0.99994490 +0 42 27.14 MT
GS0055;SPC OH N - 583090.435 2264585.760 US SURVEY FEET
GS0055
GS0055_STATION MARK IS A SURVEY DISK
GS0055_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0055_THE MARK IS STAMPED: SUMMIT COUNTY GIS 55
GS0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0055+STABILITY: SURFACE MOTION
GS0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0055+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0055
GS0055 HISTORY - Year Condition Recov. By
GS0055 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0055
GS0055 STATION DESCRIPTION
GS0055
GS0055'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0055'THE STATION IS LOCATED ON THE WEST SIDE OF HUDSON PARK DRIVE APPROX
GS0055'150' SOUTH OF LEEWAY DRIVE. IT IS ALSO 23.3' SOUTHEAST OF A GAS
GS0055'LINE METER 41.2' SOUTHWEST OF A CATCH BASIN AND 17.5' NORTHWEST OF
GS0055'A FIRE HYDRANT.
GS0055'ENDY
GS0055
|
|
|
|
|
|
|
|
|
|
|
|
2264586.5
|
583090.0625
|
0101000020960E0000372239E1044741416A10EBDE64CB2141
|
false
|
2005-03-17 05:23:00 -0500
|
false
|
41.2621165
|
-81.4229914
|
-81.4229914
|
41.2621164999999
|
2264585.75955608
|
583090.435387147
|
690247.120006933
|
177726.320158626
|
560
|
560
|
SUMMIT COUNTY GIS 56
|
GS0056
|
OH
|
Summit
|
Broadview Heights
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
56
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD SCE FIELD CREWHISTORY - 2011 GOOD SCE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
11.41312
|
N
|
81
|
39
|
40.76917
|
W
|
ADJUSTED
|
-33.79
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
176513.534
|
670286.412
|
0.9999444
|
+
|
0
|
33
|
3.48
|
|
MT
|
C
|
|
|
|
383.37
|
1257.773
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.4' NORTHEAST OF CENTERLINE OF PAVEMENT OF
BRUSH ROAD AND .18 MILES EAST OF BROADVIEW ROAD. IT IS ALSO 99.0'
SOUTHWEST OF POWER POLE #8101/607, 58.1' WEST OF POWERRPOLE
#8101/007, 77.0' NORTHWEST OF POWER POLE #8101/507, AND WEST OF A
DRIVEWAY TO HOUSE #4345 ON BRUSH ROAD.
|
2022-01-05 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0056 ***********************************************************************
GS0056 DESIGNATION - SUMMIT COUNTY GIS 56
GS0056 PID - GS0056
GS0056 STATE/COUNTY- OH/SUMMIT
GS0056 USGS QUAD - WEST RICHFIELD
GS0056
GS0056 HORZ DATUM - NAD 83(1986)
GS0056 VERT DATUM - NGVD 88
GS0056
GS0056 POSITION - 41 15 11.41312(N) 081 39 40.76917(W) ADJUSTED
GS0056 83 minus 27 -
GS0056
GS0056 HEIGHT - 383.370 (meters) 1257.773 (feet) GPS OBS
GS0056 88 minus 29 -
GS0056 ***********************************************************************
GS0056 LAPLACE CORR-
GS0056 GEOID HEIGHT- -33.792
GS0056
GS0056 HORZ ORDER - FIRST
GS0056 VERT ORDER - THIRD
GS0056
GS0056.The horizontal coordinates were established by GPS observations
GS0056.and adjusted by the Woolpert Consultants in March 1997.
GS0056
GS0056.The orthometric height was determined by GPS observations.
GS0056
GS0056
GS0056.The geoid height was determined by GEOID93.
GS0056
GS0056; North East Scale Converg.
GS0056;SPC OH N - 176513.534 670286.412 0.99994440 +0 33 3.484 MT
GS0056;SPC OH N - 579111.486 2199098.003 US SURVEY FEET
GS0056
GS0056_STATION MARK IS A SURVEY DISK
GS0056_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0056_THE MARK IS STAMPED: SUMMIT COUNTY GIS 56
GS0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0056+STABILITY: SURFACE MOTION
GS0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0056+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0056
GS0056 HISTORY - Year Condition Recov. By
GS0056 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0056 HISTORY - 2000 GOOD COSE FIELD CREW
GS0056
GS0056 STATION DESCRIPTION
GS0056
GS0056'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0056'THE STATION IS LOCATED 21.4' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0056'BRUSH ROAD AND .18 MILES EAST OF BROADVIEW ROAD. IT IS ALSO 99.0'
GS0056'SOUTHWEST OF A POWER POLE 58.1' WEST OF A POWERR POLE 77.0'
GS0056'NORTHWEST OF A POWER POLE AND WEST OF A DRIVEWAY TO HOUSE #4345 ON
GS0056'BRUSH ROAD.
GS0056
|
|
|
|
|
|
|
|
|
|
|
|
2199098.25
|
579111.375
|
0101000020960E0000E8FA99001DC74041136C96F84EAC2141
|
true
|
2011-02-25 03:10:00 -0500
|
false
|
41.25317031111111111111
|
-81.66132476944444444444
|
-81.6613247694444
|
41.253170311111
|
2199098.0046991
|
579111.48552263
|
670286.412405111
|
176513.533814348
|
561
|
561
|
SUMMIT COUNTY GIS 57
|
GS0057
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
57
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
14.34777
|
N
|
81
|
37
|
16.27097
|
W
|
ADJUSTED
|
-33.8
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
176637.179
|
673649.246
|
0.9999444
|
+
|
0
|
34
|
38.4
|
|
MT
|
C
|
|
|
|
331.923
|
1088.984
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 22.4' SOUTH OF CENTERLINE OF PAVEMENT OF
BRUSH ROAD AND .5 MILES EAST OF I-77 OVER-PASS. IT IS ALSO 56.2'
SOUTH OF A POWER POLE AND 60.5' SOUTHWEST OF A GAS PIPELINE VENT
PIPE. THE STATION ALSO BEING ACROSS THE STREET FROM THE GRAVEL
DRIVE FOR HOUSE #3125 BRUSH ROAD.
|
2021-11-08 00:00:00 -0500
|
SCE
|
Good
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0057 ***********************************************************************
GS0057 DESIGNATION - SUMMIT COUNTY GIS 57
GS0057 PID - GS0057
GS0057 STATE/COUNTY- OH/SUMMIT
GS0057 USGS QUAD - PENINSULA
GS0057
GS0057 HORZ DATUM - NAD 83(1986)
GS0057 VERT DATUM - NGVD 88
GS0057
GS0057 POSITION - 41 15 14.34777(N) 081 37 16.27097(W) ADJUSTED
GS0057 83 minus 27 -
GS0057
GS0057 HEIGHT - 331.923 (meters) 1088.984 (feet) GPS OBS
GS0057 88 minus 29 -
GS0057 ***********************************************************************
GS0057 LAPLACE CORR-
GS0057 GEOID HEIGHT- -33.802
GS0057
GS0057 HORZ ORDER - FIRST
GS0057 VERT ORDER - THIRD
GS0057
GS0057.The horizontal coordinates were established by GPS observations
GS0057.and adjusted by the Woolpert Consultants in March 1997.
GS0057
GS0057.The orthometric height was determined by GPS observations.
GS0057
GS0057
GS0057.The geoid height was determined by GEOID93.
GS0057
GS0057; North East Scale Converg.
GS0057;SPC OH N - 176637.179 673649.246 0.99994440 +0 34 38.41 MT
GS0057;SPC OH N - 579517.145 2210130.901 US SURVEY FEET
GS0057
GS0057_STATION MARK IS A SURVEY DISK
GS0057_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0057_THE MARK IS STAMPED: SUMMIT COUNTY GIS 57
GS0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0057+STABILITY: SURFACE MOTION
GS0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0057+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0057
GS0057 HISTORY - Year Condition Recov. By
GS0057 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0057 HISTORY - 2000 GOOD COSE FIELD CREW
GS0057
GS0057 STATION DESCRIPTION
GS0057
GS0057'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0057'THE STATION IS LOCATED 22.4' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
GS0057'BRUSH ROAD AND .5 MILES EAST OF I-77 OVER-PASS. IT IS ALSO 56.2'
GS0057'SOUTHWEST OF A POWER POLE AND 60.5' WEST OF A GAS PIPELINE VENT
GS0057'PIPE. THE STATION ALSO BEING NEAR THE GRAVEL DRIVE FOR HOUSE #3125
GS0057'BRUSH ROAD.
GS0057
|
|
|
|
|
|
|
|
|
|
|
|
2210131.25
|
579517.4375
|
0101000020960E00001FD64073A9DC4041A81BB1497AAF2141
|
true
|
2011-02-25 03:09:00 -0500
|
false
|
41.25398549166666666667
|
-81.62118638055555555556
|
-81.6211863805556
|
41.2539854916665
|
2210130.90041615
|
579517.143929352
|
673649.245745334
|
176637.178744008
|
562
|
562
|
SUMMIT COUNTY GIS 58
|
GS0058
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
58
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
39.49073
|
N
|
81
|
36
|
32.28975
|
W
|
ADJUSTED
|
-33.82
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
177423.136
|
674665.136
|
0.9999448
|
+
|
0
|
35
|
7.3
|
|
MT
|
C
|
|
|
|
352.345
|
1155.985
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTHWEST CORNER OF BOSTON MILLS AND
BLACK ROAD INTERSECTION. IT IS ALSO 31.7' NORTHEAST OF CENTERLINE
OF PAVEMENT OF BOSTON MILLS ROAD 31.5' NORTHWEST OF POWER POLE #RF-1498 AND 43.9' SOUTHWEST OF A R/W FENCE.
|
2018-08-14 00:00:00 -0400
|
COSE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0058 ***********************************************************************
GS0058 DESIGNATION - SUMMIT COUNTY GIS 58
GS0058 PID - GS0058
GS0058 STATE/COUNTY- OH/SUMMIT
GS0058 USGS QUAD - PENINSULA
GS0058
GS0058 HORZ DATUM - NAD 83(1986)
GS0058 VERT DATUM - NGVD 88
GS0058
GS0058 POSITION - 41 15 39.49073(N) 081 36 32.28975(W) ADJUSTED
GS0058 83 minus 27 -
GS0058
GS0058 HEIGHT - 352.345 (meters) 1155.985 (feet) GPS OBS
GS0058 88 minus 29 -
GS0058 ***********************************************************************
GS0058 LAPLACE CORR-
GS0058 GEOID HEIGHT- -33.820
GS0058
GS0058 HORZ ORDER - FIRST
GS0058 VERT ORDER - THIRD
GS0058
GS0058.The horizontal coordinates were established by GPS observations
GS0058.and adjusted by the Woolpert Consultants in March 1997.
GS0058
GS0058.The orthometric height was determined by GPS observations.
GS0058
GS0058
GS0058.The geoid height was determined by GEOID93.
GS0058
GS0058; North East Scale Converg.
GS0058;SPC OH N - 177423.136 674665.136 0.99994480 +0 35 7.306 MT
GS0058;SPC OH N - 582095.739 2213463.867 US SURVEY FEET
GS0058
GS0058_STATION MARK IS A SURVEY DISK
GS0058_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0058_THE MARK IS STAMPED: SUMMIT COUNTY GIS 58
GS0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0058+STABILITY: SURFACE MOTION
GS0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0058+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0058
GS0058 HISTORY - Year Condition Recov. By
GS0058 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0058 HISTORY - 2000 GOOD COSE FIELD CREW
GS0058
GS0058 STATION DESCRIPTION
GS0058
GS0058'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0058'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF BOSTON MILLS AND
GS0058'BLACK ROAD INTERSECTION. IT IS ALSO 31.7' NORTHEAST OF CENTERLINE
GS0058'OF PAVEMENT OF BOSTON MILLS ROAD 31.5' NORTHWEST OF A POWER
GS0058'TELEPHONE POLE AND 43.9' SOUTHWEST OF A R/W FENCE.
GS0058
|
|
|
|
|
|
|
|
|
|
|
|
2213463.5
|
582096.25
|
0101000020960E0000D6DA24EF2BE34041A869BC7A9FC32141
|
true
|
2011-02-17 09:41:00 -0500
|
false
|
41.26096964722222222222
|
-81.608969375
|
-81.608969375
|
41.2609696472221
|
2213463.86831222
|
582095.739718725
|
674665.136391838
|
177423.136312522
|
564
|
564
|
TT 51 ER 1952
|
CE2011
|
OH
|
Summit
|
|
USGS
|
1951-12-31 00:00:00 -0500
|
Disk in Concrete
|
TT 51 ER 1952
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
|
false
|
41
|
12
|
46.01
|
N
|
81
|
29
|
29.54
|
W
|
SCALED
|
|
|
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
1006.006
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE ALSO KNOWN AS BO-1
THE STATION IS LOCATED 3.0 MILES WEST OF HUDSON
ALONG STATE HIGHWAY 303 THENCE 1.4 MILES SOUTH
ALONG AKRON-CLEVELAND ROAD 155.0' SOUTH AND
38.0' WEST OF AND LEVEL WITH THE CENTERLINE OF
THE HIGHWAY AT THE JUNCTION OF T-RD WEST
(KEENAN ROAD) 6.0' NORTHEAST OF POWER POLE
#6500044
GOOD FOR GPS.
|
2022-01-13 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE2011 *********************************************************************
CE2011 DESIGNATION - TT 51 ER 1952
CE2011 PID - CE2011
CE2011 STATE/COUNTY- OH/SUMMIT
CE2011
CE2011 HORZ DATUM - NAD 83(1986)
CE2011 VERT DATUM - NGVD 29
CE2011
CE2011 POSITION - 41 12 46.01 (N) 081 29 29.54 (W) SCALED
CE2011 83 MINUS 27 -
CE2011
CE2011 HEIGHT - (meters) 1006.006 (feet) ADJUST
CE2011 88 MINUS 29 -
CE2011 *********************************************************************
CE2011
CE2011 VERT ORDER - THIRD
CE2011
CE2011 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE2011 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE2011 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE2011
CE2011_STATION MARK IS A SURVEY DISK
CE2011_WITH SETTING: SET IN TOP OF CONCRETE POST
CE2011_THE MARK IS STAMPED: TT 51 ER 1952
CE2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE2011+STABILITY: SURFACE MOTION
CE2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE2011+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE2011
CE2011 HISTORY - Year Condition Recov. By
CE2011 HISTORY - 1989 - GOOD COSE
CE2011 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE2011 STATION DESCRIPTION
CE2011
CE2011 DESCRIBED BY COSE ALSO KNOWN AS BO-1
CE2011 THE STATION IS LOCATED 3.0 MILES WEST OF HUDSON
CE2011 ALONG STATE HIGHWAY 303 THENCE 1.4 MILES SOUTH
CE2011 ALONG AKRON-CLEVELAND ROAD 155.0' SOUTH AND
CE2011 38.0' WEST OF AND LEVEL WITH THE CENTERLINE OF
CE2011 THE HIGHWAY AT THE JUNCTION OF T-RD WEST
CE2011 (KEENAN ROAD) 6.0' NORTHEAST OF POWER POLE
CE2011 #6500044 0.5' NORTH OF A CARSONITE MARKER.
|
|
|
|
|
|
|
|
|
|
|
|
2245991.75
|
564890.0
|
0101000020960E0000CE93E3DE9E224141A429DA29363D2141
|
true
|
2011-01-12 07:58:00 -0500
|
false
|
41.21278055555555555556
|
-81.49153888888888888889
|
-81.4915388888889
|
41.2127805555554
|
2245949.74132011
|
564891.081742574
|
684566.85028807
|
172179.146073412
|
566
|
566
|
SUMMIT COUNTY GIS 59
|
GS0059
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
59
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSE HISTORY - 2004 GOOD COSE HISTORY - 2014 GOOD COSE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
1.68938
|
N
|
81
|
28
|
47.58958
|
W
|
ADJUSTED
|
-33.77
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
176375.635
|
685495.033
|
0.9999442
|
+
|
0
|
40
|
12.5
|
|
MT
|
C
|
|
|
|
304.453
|
998.86
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.2' SOUTHWEST OF CENTERLINE OF PAVEMENT OF BOSTON MILLS ROAD AND .1 MILE EAST OF EXECUTIVE PARKWAY. IT IS ALSO 85.8 SOUTHEAST OF A MANHOLE, 60.7' SOUTHWEST OF POWER POLE #100 AND 82.8' SOUTHWEST OF A POWER POLE WITH NO NUMBER. LOCATED AT #624 BOSTON MILLS RD.
GOOD FOR GPS
|
2021-12-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0059 ***********************************************************************
GS0059 DESIGNATION - SUMMIT COUNTY GIS 59
GS0059 PID - GS0059
GS0059 STATE/COUNTY- OH/SUMMIT
GS0059 USGS QUAD - TWINSBURG
GS0059
GS0059 HORZ DATUM - NAD 83(1986)
GS0059 VERT DATUM - NGVD 88
GS0059
GS0059 POSITION - 41 15 01.68938(N) 081 28 47.58958(W) ADJUSTED
GS0059 83 minus 27 -
GS0059
GS0059 HEIGHT - 304.453 (meters) 998.860 (feet) GPS OBS
GS0059 88 minus 29 -
GS0059 ***********************************************************************
GS0059 LAPLACE CORR-
GS0059 GEOID HEIGHT- -33.772
GS0059
GS0059 HORZ ORDER - FIRST
GS0059 VERT ORDER - THIRD
GS0059
GS0059.The horizontal coordinates were established by GPS observations
GS0059.and adjusted by the Woolpert Consultants in March 1997.
GS0059
GS0059.The orthometric height was determined by GPS observations.
GS0059
GS0059
GS0059.The geoid height was determined by GEOID93.
GS0059
GS0059; North East Scale Converg.
GS0059;SPC OH N - 176375.635 685495.033 0.99994420 +0 40 12.59 MT
GS0059;SPC OH N - 578659.062 2248994.954 US SURVEY FEET
GS0059
GS0059_STATION MARK IS A SURVEY DISK
GS0059_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0059_THE MARK IS STAMPED: SUMMIT COUNTY GIS 59
GS0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0059+STABILITY: SURFACE MOTION
GS0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0059+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0059
GS0059 HISTORY - Year Condition Recov. By
GS0059 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0059
GS0059 STATION DESCRIPTION
GS0059
GS0059'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0059'THE STATION IS LOCATED 28.2' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
GS0059'BOSTON MILLS ROAD AND .1 MILE EAST OF EXECUTIVE PARKWAY. IT IS
GS0059'ALSO 85.8 SOUTHEAST OF A MANHOLE 60.7' SOUTHWEST OF A POWER POLE
GS0059'AND 82.8' SOUTHWEST OF A POWER POLE.
GS0059
|
|
|
|
|
|
|
|
|
|
|
|
2248994.25
|
578659.0
|
0101000020960E00000A4BFE799128414125D5741FC6A82141
|
true
|
2014-03-27 10:09:00 -0400
|
false
|
41.25046927222222222222
|
-81.47988599444444444445
|
-81.4798859944444
|
41.2504692722221
|
2248994.95307291
|
578659.061438237
|
685495.032686688
|
176375.634677628
|
567
|
567
|
SUMMIT COUNTY GIS 60
|
GS0060
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
60
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2014 GOOD COSE - 2018 GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
21.84065
|
N
|
81
|
26
|
43.89233
|
W
|
ADJUSTED
|
-33.76
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
177031.465
|
688367.096
|
0.9999445
|
+
|
0
|
41
|
33.8
|
|
MT
|
C
|
|
|
|
319.71
|
1048.915
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF VALLEY VIEW ROAD 0.25
MILES WEST OF S.R. 91. IT IS ALSO 28.6' SOUTH OF CENTERLINE OF
PAVEMENT OF VALLEY VIEW ROAD 85.4' WEST OF A GUARDRAIL POST AND
83.9'NORTHWEST OF A POWER POLE.
GOOD FOR GPS
|
2018-01-11 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0060 ***********************************************************************
GS0060 DESIGNATION - SUMMIT COUNTY GIS 60
GS0060 PID - GS0060
GS0060 STATE/COUNTY- OH/SUMMIT
GS0060 USGS QUAD - TWINSBURG
GS0060
GS0060 HORZ DATUM - NAD 83(1986)
GS0060 VERT DATUM - NGVD 88
GS0060
GS0060 POSITION - 41 15 21.84065(N) 081 26 43.89233(W) ADJUSTED
GS0060 83 minus 27 -
GS0060
GS0060 HEIGHT - 319.710 (meters) 1048.915 (feet) GPS OBS
GS0060 88 minus 29 -
GS0060 ***********************************************************************
GS0060 LAPLACE CORR-
GS0060 GEOID HEIGHT- -33.764
GS0060
GS0060 HORZ ORDER - FIRST
GS0060 VERT ORDER - THIRD
GS0060
GS0060.The horizontal coordinates were established by GPS observations
GS0060.and adjusted by the Woolpert Consultants in March 1997.
GS0060
GS0060.The orthometric height was determined by GPS observations.
GS0060
GS0060
GS0060.The geoid height was determined by GEOID93.
GS0060
GS0060; North East Scale Converg.
GS0060;SPC OH N - 177031.465 688367.096 0.99994450 +0 41 33.85 MT
GS0060;SPC OH N - 580810.731 2258417.714 US SURVEY FEET
GS0060
GS0060_STATION MARK IS A SURVEY DISK
GS0060_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0060_THE MARK IS STAMPED: SUMMIT COUNTY GIS 60
GS0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0060+STABILITY: SURFACE MOTION
GS0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0060+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0060
GS0060 HISTORY - Year Condition Recov. By
GS0060 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0060
GS0060 STATION DESCRIPTION
GS0060
GS0060'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0060'THE STATION IS LOCATED ON THE SOUTH SIDE OF VALLEY VIEW ROAD 0.25
GS0060'MILES WEST OF S.R. 91. IT IS ALSO 28.6' SOUTH OF CENTERLINE OF
GS0060'PAVEMENT OF VALLEY VIEW ROAD 85.4' WEST OF A GUARDRAIL POST AND
GS0060'83.9'NORTHWEST OF A POWER POLE.
GS0060
|
|
|
|
|
|
|
|
|
|
|
|
2258417.5
|
580810.1875
|
0101000020960E000037512ADBF83A4141EEE0FF7595B92141
|
true
|
2014-03-28 10:09:00 -0400
|
false
|
41.25606684722222222222
|
-81.44552564722222222222
|
-81.4455256472222
|
41.2560668472221
|
2258417.71222892
|
580810.730467824
|
688367.095421565
|
177031.464709506
|
568
|
568
|
SUMMIT COUNTY GIS 61
|
GS0061
|
OH
|
Summit
|
TWINSBURG
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
61
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE HISTORY - 2004 GOOD COSE HISTORY - 2014 GOOD COSE - 2018 GOOD COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
46.17715
|
N
|
81
|
23
|
32.56127
|
W
|
ADJUSTED
|
-33.75
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
177837.343
|
692811.198
|
0.9999449
|
+
|
0
|
43
|
39.5
|
|
MT
|
C
|
|
|
|
311.803
|
1022.974
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF HUDSON-AURORA ROAD
APPROX. 100' WEST OF THE SUMMIT/PORTAGE COUNTY LINE. IT IS 28.8'
SOUTH OF CENTERLINE OF HUDSON-AURORA ROAD 36.1' SOUTHWEST OF
TELEPHONE POWER POLE #51BE/IC/7 AND 85.5' SOUTHEAST OF A
GAS LINE METER. WEST OF HOUSE #9962.
|
2018-01-11 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0061 ***********************************************************************
GS0061 DESIGNATION - SUMMIT COUNTY GIS 61
GS0061 PID - GS0061
GS0061 STATE/COUNTY- OH/SUMMIT
GS0061 USGS QUAD - TWINSBURG
GS0061
GS0061 HORZ DATUM - NAD 83(1986)
GS0061 VERT DATUM - NGVD 88
GS0061
GS0061 POSITION - 41 15 46.17715(N) 081 23 32.56127(W) ADJUSTED
GS0061 83 minus 27 -
GS0061
GS0061 HEIGHT - 311.803 (meters) 1022.974 (feet) GPS OBS
GS0061 88 minus 29 -
GS0061 ***********************************************************************
GS0061 LAPLACE CORR-
GS0061 GEOID HEIGHT- -33.755
GS0061
GS0061 HORZ ORDER - FIRST
GS0061 VERT ORDER - THIRD
GS0061
GS0061.The horizontal coordinates were established by GPS observations
GS0061.and adjusted by the Woolpert Consultants in March 1997.
GS0061
GS0061.The orthometric height was determined by GPS observations.
GS0061
GS0061
GS0061.The geoid height was determined by GEOID93.
GS0061
GS0061; North East Scale Converg.
GS0061;SPC OH N - 177837.343 692811.198 0.99994490 +0 43 39.54 MT
GS0061;SPC OH N - 583454.683 2272998.072 US SURVEY FEET
GS0061
GS0061_STATION MARK IS A SURVEY DISK
GS0061_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0061_THE MARK IS STAMPED: SUMMIT COUNTY GIS 61
GS0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0061+STABILITY: SURFACE MOTION
GS0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0061+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0061
GS0061 HISTORY - Year Condition Recov. By
GS0061 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0061
GS0061 STATION DESCRIPTION
GS0061
GS0061'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0061'THE STATION IS LOCATED ON THE SOUTH SIDE OF HUDSON-AURORA ROAD
GS0061'APPROX. 100' WEST OF THE SUMMIT/PORTAGE COUNTY LINE. IT IS 28.8'
GS0061'SOUTH OF CENTERLINE OF HUDSON-AURORA ROAD 36.1'SOUTHWEST OF A
GS0061'TELEPHONE POWER POLE AND 85.5'SOUTHEAST OF A GAS LINE METER.
GS0061
|
|
|
|
|
|
|
|
|
|
|
|
2272997.5
|
583455.375
|
0101000020960E000009A31B09735741412C7CDB5D3DCE2141
|
true
|
2014-03-28 10:08:00 -0400
|
false
|
41.26282698611111111111
|
-81.39237813055555555555
|
-81.3923781305556
|
41.262826986111
|
2272998.07115591
|
583454.683315163
|
692811.197710716
|
177837.343149132
|
569
|
569
|
SUMMIT COUNTY GIS 62
|
GS0062
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
62
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
22.40307
|
N
|
81
|
41
|
4.61549
|
W
|
ADJUSTED
|
-33.76
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
174983.233
|
668348.698
|
0.9999436
|
+
|
0
|
32
|
8.4
|
|
MT
|
C
|
|
|
|
317.645
|
1042.14
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 21.8' SOUTH OF CENTERLINE OF PAVEMENT OF
WEST STREETSBORO ROAD AND .1 MILE EAST OF DALESIDE DRIVE. IT IS
ALSO 141.2' SOUTHEAST OF A POWER POLE, 140.8' SOUTHEAST OF A
PETROLEUM PIPELINE AND 150'+- EAST OF THE SUMMIT/MEDINA COUNTY LINE
GOOD FOR GPS.
|
2022-01-06 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0062 ***********************************************************************
GS0062 DESIGNATION - SUMMIT COUNTY GIS 62
GS0062 PID - GS0062
GS0062 STATE/COUNTY- OH/SUMMIT
GS0062 USGS QUAD - WEST RICHFIELD
GS0062
GS0062 HORZ DATUM - NAD 83(1986)
GS0062 VERT DATUM - NGVD 88
GS0062
GS0062 POSITION - 41 14 22.40307(N) 081 41 04.61549(W) ADJUSTED
GS0062 83 minus 27 -
GS0062
GS0062 HEIGHT - 317.645 (meters) 1042.140 (feet) GPS OBS
GS0062 88 minus 29 -
GS0062 ***********************************************************************
GS0062 LAPLACE CORR-
GS0062 GEOID HEIGHT- -33.768
GS0062
GS0062 HORZ ORDER - FIRST
GS0062 VERT ORDER - THIRD
GS0062
GS0062.The horizontal coordinates were established by GPS observations
GS0062.and adjusted by the Woolpert Consultants in March 1997.
GS0062
GS0062.The orthometric height was determined by GPS observations.
GS0062
GS0062
GS0062.The geoid height was determined by GEOID93.
GS0062
GS0062; North East Scale Converg.
GS0062;SPC OH N - 174983.233 668348.698 0.99994360 +0 32 8.401 MT
GS0062;SPC OH N - 574090.824 2192740.687 US SURVEY FEET
GS0062
GS0062_STATION MARK IS A SURVEY DISK
GS0062_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0062_THE MARK IS STAMPED: SUMMIT COUNTY GIS 62
GS0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0062+STABILITY: SURFACE MOTION
GS0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0062+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0062
GS0062 HISTORY - Year Condition Recov. By
GS0062 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0062 HISTORY - 2000 GOOD COSE FIELD CREW
GS0062
GS0062 STATION DESCRIPTION
GS0062
GS0062'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0062'THE STATION IS LOCATED 21.8' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0062'WEST STREETSBORO ROAD AND .1 MILE EAST OF DALESIDE DRIVE. IT IS
GS0062'ALSO 141.2' SOUTHEAST OF A POWER POLE 140.8' SOUTHWEST OF A
GS0062'PETROLEUM PIPELINE AND 125'+- EAST OF THE SUMMIT/MEDINA COUNTY LINE
GS0062
|
|
|
|
|
|
|
|
|
|
|
|
2192740.5
|
574090.4375
|
0101000020960E0000A5C4C757B2BA4041F82F27A615852141
|
true
|
2011-02-17 09:42:00 -0500
|
false
|
41.23955640833333333333
|
-81.68461541388888888889
|
-81.6846154138889
|
41.2395564083332
|
2192740.68578394
|
574090.824517726
|
668348.69772434
|
174983.233279452
|
570
|
570
|
SUMMIT COUNTY GIS 63
|
GS0063
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
63
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW HISTORY 2016 GOOD SCE - 2022 NOT RECOVERED COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
23.38016
|
N
|
81
|
38
|
37.33925
|
W
|
ADJUSTED
|
-33.76
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
175046.238
|
671777.535
|
0.9999436
|
+
|
0
|
33
|
45.1
|
|
MT
|
C
|
|
|
|
369.513
|
1212.311
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 31.8' NORTH OF CENTERLINE OF PAVEMENT OF
WEST STREETSBORO ROAD AND .3 MILES WEST OF BRECKSVILLE ROAD. IT IS
ALSO 152.7' NORTHEAST OF A POWER POLE, 55.3' NORTH OF POWER POLE
#3000023 AND 134.1' NORTHWEST OF A POWER POLE.
LOCATED AT RICHFIELD SCHOOL # 4315 STREETSBORO ROAD.
2022 NOT RECOVERED, DUE TO CONSTRUCTION, SCHOOL DEMOLISHED
|
2021-12-05 00:00:00 -0500
|
SCE
|
NOT RECOVERED
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0063 ***********************************************************************
GS0063 DESIGNATION - SUMMIT COUNTY GIS 63
GS0063 PID - GS0063
GS0063 STATE/COUNTY- OH/SUMMIT
GS0063 USGS QUAD - WEST RICHFIELD
GS0063
GS0063 HORZ DATUM - NAD 83(1986)
GS0063 VERT DATUM - NGVD 88
GS0063
GS0063 POSITION - 41 14 23.38016(N) 081 38 37.33925(W) ADJUSTED
GS0063 83 minus 27 -
GS0063
GS0063 HEIGHT - 369.513 (meters) 1212.311 (feet) GPS OBS
GS0063 88 minus 29 -
GS0063 ***********************************************************************
GS0063 LAPLACE CORR-
GS0063 GEOID HEIGHT- -33.767
GS0063
GS0063 HORZ ORDER - FIRST
GS0063 VERT ORDER - THIRD
GS0063
GS0063.The horizontal coordinates were established by GPS observations
GS0063.and adjusted by the Woolpert Consultants in March 1997.
GS0063
GS0063.The orthometric height was determined by GPS observations.
GS0063
GS0063
GS0063.The geoid height was determined by GEOID93.
GS0063
GS0063; North East Scale Converg.
GS0063;SPC OH N - 175046.238 671777.535 0.99994360 +0 33 45.15 MT
GS0063;SPC OH N - 574297.533 2203990.129 US SURVEY FEET
GS0063
GS0063_STATION MARK IS A SURVEY DISK
GS0063_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0063_THE MARK IS STAMPED: SUMMIT COUNTY GIS 63
GS0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0063+STABILITY: SURFACE MOTION
GS0063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0063+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0063
GS0063 HISTORY - Year Condition Recov. By
GS0063 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0063 HISTORY - 2000 GOOD COSE FIELD CREW
GS0063
GS0063 STATION DESCRIPTION
GS0063
GS0063'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0063'THE STATION IS LOCATED 31.8' NORTH OF CENTERLINE OF PAVEMENT OF
GS0063'WEST STREETSBORO ROAD AND .3 MILES WEST OF BRECKSVILLE ROAD. IT IS
GS0063'ALSO 152.7' NORTHEAST OF A POWER POLE 55.3' NORTH OF A POWER POLE
GS0063'AND 134.1' NORTHWEST OF A POWER POLE.
GS0063
|
|
|
|
|
|
|
|
|
|
|
|
2203989.5
|
574296.9375
|
0101000020960E000009D16B10ABD04041A4382B10B3862141
|
true
|
2011-02-17 09:43:00 -0500
|
false
|
41.23982782222222222222
|
-81.64370534722222222222
|
-81.6437053472222
|
41.2398278222221
|
2203990.1282903
|
574297.531579752
|
671777.534657952
|
175046.237717968
|
571
|
571
|
SUMMIT COUNTY GIS 64
|
GS0064
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
64
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
37.69107
|
N
|
81
|
36
|
28.7234
|
W
|
ADJUSTED
|
-33.78
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
175517.692
|
674767.645
|
0.9999439
|
+
|
0
|
35
|
9.64
|
|
MT
|
C
|
|
|
|
325.448
|
1067.741
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 51.2' NORTH OF CENTERLINE OF PAVEMENT OF
WEST STREETSBORO ROAD AND 29.8' EAST OF CENTERLINE OF PAVEMENT OF
BLACK ROAD. IT IS ALSO 24.2' NORTHEAST OF A CATCH BASIN INLET AND 22.9'
NORTHWEST OF A POWER POLE #3171001.
|
2021-11-08 00:00:00 -0500
|
COSE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0064 ***********************************************************************
GS0064 DESIGNATION - SUMMIT COUNTY GIS 64
GS0064 PID - GS0064
GS0064 STATE/COUNTY- OH/SUMMIT
GS0064 USGS QUAD - PENINSULA
GS0064
GS0064 HORZ DATUM - NAD 83(1986)
GS0064 VERT DATUM - NGVD 88
GS0064
GS0064 POSITION - 41 14 37.69107(N) 081 36 28.72340(W) ADJUSTED
GS0064 83 minus 27 -
GS0064
GS0064 HEIGHT - 325.448 (meters) 1067.741 (feet) GPS OBS
GS0064 88 minus 29 -
GS0064 ***********************************************************************
GS0064 LAPLACE CORR-
GS0064 GEOID HEIGHT- -33.784
GS0064
GS0064 HORZ ORDER - FIRST
GS0064 VERT ORDER - THIRD
GS0064
GS0064.The horizontal coordinates were established by GPS observations
GS0064.and adjusted by the Woolpert Consultants in March 1997.
GS0064
GS0064.The orthometric height was determined by GPS observations.
GS0064
GS0064
GS0064.The geoid height was determined by GEOID93.
GS0064
GS0064; North East Scale Converg.
GS0064;SPC OH N - 175517.692 674767.645 0.99994390 +0 35 9.649 MT
GS0064;SPC OH N - 575844.295 2213800.182 US SURVEY FEET
GS0064
GS0064_STATION MARK IS A SURVEY DISK
GS0064_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0064_THE MARK IS STAMPED: SUMMIT COUNTY GIS 64
GS0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0064+STABILITY: SURFACE MOTION
GS0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0064+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0064
GS0064 HISTORY - Year Condition Recov. By
GS0064 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0064 HISTORY - 2000 GOOD COSE FIELD CREW
GS0064
GS0064 STATION DESCRIPTION
GS0064
GS0064'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0064'THE STATION IS LOCATED 51.2' NORTH OF CENTERLINE OF PAVEMENT OF
GS0064'WEST STREETSBORO ROAD AND 29.8' EAST OF CENTERLINE OF PAVEMENT OF
GS0064'BLACK ROAD. IT IS ALSO 24.2'NORTHEAST OF AN INLET AND 22.9'
GS0064'NORTHWEST OF A POWER POLE.
GS0064
|
|
|
|
|
|
|
|
|
|
|
|
2213800.25
|
575845.0
|
0101000020960E000054022017D4E340419AECCF96C8922141
|
true
|
2011-02-17 09:43:00 -0500
|
false
|
41.243803075
|
-81.60797872222222222222
|
-81.6079787222222
|
41.2438030749999
|
2213800.18066434
|
575844.294555086
|
674767.64460178
|
175517.69201576
|
572
|
572
|
SUMMIT COUNTY GIS 65
|
GS0065
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
65
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
43.36324
|
N
|
81
|
34
|
56.41821
|
W
|
ADJUSTED
|
-33.79
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
175714.954
|
676914.852
|
0.9999439
|
+
|
0
|
36
|
10.2
|
|
MT
|
C
|
|
|
|
313.02
|
1026.966
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.8' NORTH OF CENTERLINE OF PAVEMENT OF
WEST STREETSBORO ROAD AND 1.5 MILES WEST OF RIVERVIEW ROAD. IT IS
ALSO .25 MILES EAST OF STINE ROAD 11.9' WEST OF A POWER POLE AND
137.2' SOUTHEAST OF A POWER POLE.14.5 FEET EAST OF A GRAVEL DRIVE.
|
2021-08-09 00:00:00 -0400
|
COSE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0065 ***********************************************************************
GS0065 DESIGNATION - SUMMIT COUNTY GIS 65
GS0065 PID - GS0065
GS0065 STATE/COUNTY- OH/SUMMIT
GS0065 USGS QUAD - PENINSULA
GS0065
GS0065 HORZ DATUM - NAD 83(1986)
GS0065 VERT DATUM - NGVD 88
GS0065
GS0065 POSITION - 41 14 43.36324(N) 081 34 56.41821(W) ADJUSTED
GS0065 83 minus 27 -
GS0065
GS0065 HEIGHT - 313.020 (meters) 1026.966 (feet) GPS OBS
GS0065 88 minus 29 -
GS0065 ***********************************************************************
GS0065 LAPLACE CORR-
GS0065 GEOID HEIGHT- -33.792
GS0065
GS0065 HORZ ORDER - FIRST
GS0065 VERT ORDER - THIRD
GS0065
GS0065.The horizontal coordinates were established by GPS observations
GS0065.and adjusted by the Woolpert Consultants in March 1997.
GS0065
GS0065.The orthometric height was determined by GPS observations.
GS0065
GS0065
GS0065.The geoid height was determined by GEOID93.
GS0065
GS0065; North East Scale Converg.
GS0065;SPC OH N - 175714.954 676914.852 0.99994390 +0 36 10.28 MT
GS0065;SPC OH N - 576491.478 2220844.810 US SURVEY FEET
GS0065
GS0065_STATION MARK IS A SURVEY DISK
GS0065_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0065_THE MARK IS STAMPED: SUMMIT COUNTY GIS 65
GS0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0065+STABILITY: SURFACE MOTION
GS0065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0065+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0065
GS0065 HISTORY - Year Condition Recov. By
GS0065 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0065 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0065
GS0065 STATION DESCRIPTION
GS0065
GS0065'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0065'THE STATION IS LOCATED 24.8' NORTH OF CENTERLINE OF PAVEMENT OF
GS0065'WEST STREETSBORO ROAD AND 1.5 MILES WEST OF RIVERVIEW ROAD. IT IS
GS0065'ALSO .5 MILES EAST OF STINE ROAD 11.9' WEST OF A POWER POLE AND
GS0065'137.2' SOUTHEAST OF A POWER POLE.
GS0065'
GS0065
|
|
|
|
|
|
|
|
|
|
|
|
2220845.25
|
576492.125
|
0101000020960E000014AEEC6796F14041D4FB5BF4D6972141
|
true
|
2011-01-26 02:23:00 -0500
|
false
|
41.24537867777777777777
|
-81.58233839166666666667
|
-81.5823383916667
|
41.2453786777776
|
2220844.8119104
|
576491.47726428
|
676914.852499995
|
175714.953700046
|
573
|
573
|
SUMMIT COUNTY GIS 66
|
GS0066
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
66
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
28.00416
|
N
|
81
|
32
|
53.74662
|
W
|
ADJUSTED
|
-33.79
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
175271.796
|
679775.983
|
0.9999437
|
+
|
0
|
37
|
30.8
|
|
MT
|
C
|
|
|
|
214.336
|
703.201
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 35.6' SOUTH OF CENTERLINE OF PAVEMENT OF
WEST STREETSBORO ROAD AND 59.3' WEST OF CENTERLINE OF PAVEMENT OF
AKRON-PENINSULA ROAD. IT IS ALSO 76.9' SOUTHEAST OF A POWER POLE
AND 67.5' SOUTHWEST OF THE POINT OF INTERSECTION OF WEST
STREETSBORO ROAD AND AKRON-PENINSULA ROAD.
|
2019-07-17 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0066 ***********************************************************************
GS0066 DESIGNATION - SUMMIT COUNTY GIS 66
GS0066 PID - GS0066
GS0066 STATE/COUNTY- OH/SUMMIT
GS0066 USGS QUAD - PENINSULA
GS0066
GS0066 HORZ DATUM - NAD 83(1986)
GS0066 VERT DATUM - NGVD 88
GS0066
GS0066 POSITION - 41 14 28.00416(N) 081 32 53.74662(W) ADJUSTED
GS0066 83 minus 27 -
GS0066
GS0066 HEIGHT - 214.336 (meters) 703.201 (feet) GPS OBS
GS0066 88 minus 29 -
GS0066 ***********************************************************************
GS0066 LAPLACE CORR-
GS0066 GEOID HEIGHT- -33.791
GS0066
GS0066 HORZ ORDER - FIRST
GS0066 VERT ORDER - THIRD
GS0066
GS0066.The horizontal coordinates were established by GPS observations
GS0066.and adjusted by the Woolpert Consultants in March 1997.
GS0066
GS0066.The orthometric height was determined by GPS observations.
GS0066
GS0066
GS0066.The geoid height was determined by GEOID93.
GS0066
GS0066; North East Scale Converg.
GS0066;SPC OH N - 175271.796 679775.983 0.99994370 +0 37 30.87 MT
GS0066;SPC OH N - 575037.551 2230231.704 US SURVEY FEET
GS0066
GS0066_STATION MARK IS A SURVEY DISK
GS0066_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0066_THE MARK IS STAMPED: SUMMIT COUNTY GIS 66
GS0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0066+STABILITY: SURFACE MOTION
GS0066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0066+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0066
GS0066 HISTORY - Year Condition Recov. By
GS0066 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0066 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0066
GS0066 STATION DESCRIPTION
GS0066
GS0066'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0066'THE STATION IS LOCATED 35.6' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0066'WEST STREETSBORO ROAD AND 59.3' WEST OF CENTERLINE OF PAVEMENT OF
GS0066'AKRON-PENINSULA ROAD. IT IS ALSO 76.9' SOUTHEAST OF A POWER POLE
GS0066'AND 67.5' SOUTHWEST OF THE POINT OF INTERSECTION OF WEST
GS0066'STREETSBORO ROAD AND AKRON-PENINSULA ROAD.
GS0066
|
|
|
|
|
|
|
|
|
|
|
|
2230231.5
|
575037.375
|
0101000020960E000084E945DAEB0341410809DC197B8C2141
|
true
|
2011-01-12 03:08:00 -0500
|
false
|
41.24111226666666666666
|
-81.54826295
|
-81.54826295
|
41.2411122666665
|
2230231.70525855
|
575037.550506861
|
679775.983314773
|
175271.795938066
|
574
|
574
|
SUMMIT COUNTY GIS 67
|
GS0067
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
67
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
11.42754
|
N
|
81
|
31
|
56.67075
|
W
|
ADJUSTED
|
-33.77
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
174775.097
|
681110.542
|
0.9999435
|
+
|
0
|
38
|
8.37
|
|
MT
|
C
|
|
|
|
261.956
|
859.434
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 45.7' SOUTHWEST OF THE CENTERLINE OF
PAVEMENT OF WEST STREETSBORO ROAD 40.2' EAST OF EXTENDED
CENTERLINE OF PAVEMENT OF DOGWOOD 61.9' SOUTHEAST OF THE
POINT OF INTERSECTION OF WEST STREETSBORO AND DOGWOOD
108'+-NORTHEAST OF A POWER POLE AND 75.8' NORTHWEST OF A
POWER POLE.
GOOD GPS.
|
2019-07-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0067 ***********************************************************************
GS0067 DESIGNATION - SUMMIT COUNTY GIS 67
GS0067 PID - GS0067
GS0067 STATE/COUNTY- OH/SUMMIT
GS0067 USGS QUAD - PENINSULA
GS0067
GS0067 HORZ DATUM - NAD 83(1986)
GS0067 VERT DATUM - NGVD 88
GS0067
GS0067 POSITION - 41 14 11.42754(N) 081 31 56.67075(W) ADJUSTED
GS0067 83 minus 27 -
GS0067
GS0067 HEIGHT - 261.956 (meters) 859.434 (feet) GPS OBS
GS0067 88 minus 29 -
GS0067 ***********************************************************************
GS0067 LAPLACE CORR-
GS0067 GEOID HEIGHT- -33.778
GS0067
GS0067 HORZ ORDER - FIRST
GS0067 VERT ORDER - THIRD
GS0067
GS0067.The horizontal coordinates were established by GPS observations
GS0067.and adjusted by the Woolpert Consultants in March 1997.
GS0067
GS0067.The orthometric height was determined by GPS observations.
GS0067
GS0067
GS0067.The geoid height was determined by GEOID93.
GS0067
GS0067; North East Scale Converg.
GS0067;SPC OH N - 174775.097 681110.542 0.99994350 +0 38 8.374 MT
GS0067;SPC OH N - 573407.964 2234610.170 US SURVEY FEET
GS0067
GS0067_STATION MARK IS A SURVEY DISK
GS0067_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0067_THE MARK IS STAMPED: SUMMIT COUNTY GIS 67
GS0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0067+STABILITY: SURFACE MOTION
GS0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0067+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0067
GS0067 HISTORY - Year Condition Recov. By
GS0067 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0067 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0067
GS0067 STATION DESCRIPTION
GS0067
GS0067'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0067'THE STATION IS LOCATED 45.7' SOUTHWEST OF THE CENTERLINE OF
GS0067'PAVEMENT OF WEST STREETSBORO ROAD 40.2' EAST OF EXTENDED
GS0067'CENTERLINE OF PAVEMENT OF DOGWOOD 61.9' SOUTHEAST OF THE
GS0067'POINT OF INTERSECTION OF WEST STREETSBORO AND DOGWOOD
GS0067'108'+-NORTHEAST OF A POWER POLE AND 75.8' NORTHWEST OF A
GS0067'POWER POLE.
|
|
|
|
|
|
|
|
|
|
|
|
2234609.75
|
573407.875
|
0101000020960E00000A1DAA15790C4141361F02EEBF7F2141
|
true
|
2011-01-12 03:14:00 -0500
|
false
|
41.23650765
|
-81.53240854166666666667
|
-81.5324085416667
|
41.2365076499999
|
2234610.16925395
|
573407.964859939
|
681110.541809688
|
174775.097239487
|
575
|
575
|
SUMMIT COUNTY GIS 68
|
GS0068
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
68
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 RESET COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
15
|
15.98256
|
N
|
81
|
31
|
21.24424
|
W
|
ADJUSTED
|
-33.8
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
176775.557
|
681913.109
|
0.9999444
|
+
|
0
|
38
|
31.6
|
|
MT
|
C
|
|
|
|
280.062
|
918.837
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 26.7' SOUTH OF CENTERLINE OF PAVEMENT OF
BOSTON MILLS ROAD AND .2 MILES WEST OF AKRON-PENINSULA ROAD. IT IS
ALSO 53.5' SOUTHEAST OF A POWER POLE 105.00' WEST OF A POWER POLE
AND 166.8' EAST OF POWER POLE #BO 1651.
RESET
|
2021-07-21 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0068 ***********************************************************************
GS0068 DESIGNATION - SUMMIT COUNTY GIS 68
GS0068 PID - GS0068
GS0068 STATE/COUNTY- OH/SUMMIT
GS0068 USGS QUAD - PENINSULA
GS0068
GS0068 HORZ DATUM - NAD 83(1986)
GS0068 VERT DATUM - NGVD 88
GS0068
GS0068 POSITION - 41 15 15.98256(N) 081 31 21.24424(W) ADJUSTED
GS0068 83 minus 27 -
GS0068
GS0068 HEIGHT - 280.062 (meters) 918.837 (feet) GPS OBS
GS0068 88 minus 29 -
GS0068 ***********************************************************************
GS0068 LAPLACE CORR-
GS0068 GEOID HEIGHT- -33.801
GS0068
GS0068 HORZ ORDER - FIRST
GS0068 VERT ORDER - THIRD
GS0068
GS0068.The horizontal coordinates were established by GPS observations
GS0068.and adjusted by the Woolpert Consultants in March 1997.
GS0068
GS0068.The orthometric height was determined by GPS observations.
GS0068
GS0068
GS0068.The geoid height was determined by GEOID93.
GS0068
GS0068; North East Scale Converg.
GS0068;SPC OH N - 176775.557 681913.109 0.99994440 +0 38 31.64 MT
GS0068;SPC OH N - 579971.140 2237243.258 US SURVEY FEET
GS0068
GS0068_STATION MARK IS A SURVEY DISK
GS0068_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0068_THE MARK IS STAMPED: SUMMIT COUNTY GIS 68
GS0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0068+STABILITY: SURFACE MOTION
GS0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0068+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0068
GS0068 HISTORY - Year Condition Recov. By
GS0068 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0068 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0068
GS0068 STATION DESCRIPTION
GS0068
GS0068'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0068'THE STATION IS LOCATED 26.7' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0068'BOSTON MILLS ROAD AND .2 MILES WEST OF AKRON-PENINSULA ROAD. IT IS
GS0068'ALSO 53.5' SOUTHEAST OF A POWER POLE 105.00' WEST OF A POWER POLE
GS0068'AND 166.8' EAST OF A POWER POLE.
GS0068
|
|
|
|
|
|
|
|
|
|
|
|
2237243.25
|
579971.375
|
0101000020960E00002B32FCA09D11414188F71C4806B32141
|
true
|
2011-01-20 08:14:00 -0500
|
false
|
41.2544396
|
-81.52256784444444444445
|
-81.5225678444444
|
41.2544395999999
|
2237243.25769641
|
579971.140846
|
681913.108772084
|
176775.55728096
|
576
|
576
|
SUMMIT COUNTY GIS 69
|
GS0069
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
69
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
52.15414
|
N
|
81
|
30
|
9.89289
|
W
|
ADJUSTED
|
-33.74
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
174208.601
|
683603.593
|
0.9999432
|
+
|
0
|
39
|
18.5
|
|
MT
|
C
|
|
|
|
289.797
|
950.776
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 35.8' NORTH OF CENTERLINE OF PAVEMENT OF
WEST STREETSBORO ROAD AND .55 MILES WEST OF OLDE EIGHT ROAD.
IT IS ALSO 20.0' EAST OF AN IRON PIN SET 38.7' NORTHEAST OF
CENTERLINE OF PAVEMENT OF WEST STREETSBORO ROAD AND 20.0'
WEST OF AN IRON PIN SET 34.5' NORTHEAST OF CENTERLINE OF
PAVEMENT OF WEST STREETSBORO ROAD. THIS WAS MOVED 2'
SOUTHWEST BY THE CONTRACTOR.115 FEET NE OF THE END OF A GUARD RAIL.
14 FEET NW OF THE END OF A GUARD RAIL.
1100'+- EAST OF BO-111.
|
2021-12-22 00:00:00 -0500
|
COSE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0069 ***********************************************************************
GS0069 DESIGNATION - SUMMIT COUNTY GIS 69
GS0069 PID - GS0069
GS0069 STATE/COUNTY- OH/SUMMIT
GS0069 USGS QUAD - PENINSULA
GS0069
GS0069 HORZ DATUM - NAD 83(1986)
GS0069 VERT DATUM - NGVD 88
GS0069
GS0069 POSITION - 41 13 52.15414(N) 081 30 09.89289(W) ADJUSTED
GS0069 83 minus 27 -
GS0069
GS0069 HEIGHT - 289.797 (meters) 950.776 (feet) GPS OBS
GS0069 88 minus 29 -
GS0069 ***********************************************************************
GS0069 LAPLACE CORR-
GS0069 GEOID HEIGHT- -33.748
GS0069
GS0069 HORZ ORDER - FIRST
GS0069 VERT ORDER - THIRD
GS0069
GS0069.The horizontal coordinates were established by GPS observations
GS0069.and adjusted by the Woolpert Consultants in March 1997.
GS0069
GS0069.The orthometric height was determined by GPS observations.
GS0069
GS0069
GS0069.The geoid height was determined by GEOID93.
GS0069
GS0069; North East Scale Converg.
GS0069;SPC OH N - 174208.601 683603.593 0.99994320 +0 39 18.52 MT
GS0069;SPC OH N - 571549.385 2242789.455 US SURVEY FEET
GS0069
GS0069_STATION MARK IS A SURVEY DISK
GS0069_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0069_THE MARK IS STAMPED: SUMMIT COUNTY GIS 69
GS0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0069+STABILITY: SURFACE MOTION
GS0069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0069+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0069
GS0069 HISTORY - Year Condition Recov. By
GS0069 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0069 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0069
GS0069 STATION DESCRIPTION
GS0069
GS0069'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0069'THE STATION IS LOCATED 35.8' NORTH OF CENTERLINE OF PAVEMENT OF
GS0069'WEST STREETSBORO ROAD AND .55 MILES WEST OF OLDE EIGHT ROAD.
GS0069'IT IS ALSO 20.0' EAST OF AN IRON PIN SET 38.7' NORTHEAST OF
GS0069'CENTERLINE OF PAVEMENT OF WEST STREETSBORO ROAD AND 20.0'
GS0069'WEST OF AN IRON PIN SET 34.5' NORTHEAST OF CENTERLINE OF
GS0069'PAVEMENT OF WEST STREETSBORO ROAD. THIS WAS MOVED 2'
GS0069'SOUTHWEST BY THE CONTRACTOR.
GS0069
|
|
|
|
|
|
|
|
|
|
|
|
2242789.75
|
571549.9375
|
0101000020960E0000573938BA721C414163FC66C53A712141
|
true
|
2011-01-26 02:05:00 -0500
|
false
|
41.23115392777777777778
|
-81.502748025
|
-81.502748025
|
41.2311539277776
|
2242789.45484082
|
571549.385551345
|
683603.593042668
|
174208.601133237
|
577
|
577
|
SUMMIT COUNTY GIS 70
|
GS0070
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
70
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
3.89026
|
N
|
81
|
28
|
6.02045
|
W
|
ADJUSTED
|
-33.73
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
174604.163
|
686483.822
|
0.9999434
|
+
|
0
|
40
|
39.9
|
|
MT
|
C
|
|
|
|
307.875
|
1010.087
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.8' SOUTH OF CENTERLINE OF PAVEMENT WEST
STREETSBORO ROAD AND .05 MILES WEST OF NICKELSON DRIVE. IT IS ALSO
48.2' EAST OF POWER POLE #7000023 AND 112.3' NORTHWEST OF POWER
POLE #7000022. LOCATED ON CHURCH PROPERTY. IN SIDEWALK WITH WATER
VALVE BOX OVER TOP.
GOOD FOR GPS.
|
2021-12-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0070 ***********************************************************************
GS0070 DESIGNATION - SUMMIT COUNTY GIS 70
GS0070 PID - GS0070
GS0070 STATE/COUNTY- OH/SUMMIT
GS0070 USGS QUAD - HUDSON
GS0070
GS0070 HORZ DATUM - NAD 83(1986)
GS0070 VERT DATUM - NGVD 88
GS0070
GS0070 POSITION - 41 14 03.89026(N) 081 28 06.02045(W) ADJUSTED
GS0070 83 minus 27 -
GS0070
GS0070 HEIGHT - 307.875 (meters) 1010.087 (feet) GPS OBS
GS0070 88 minus 29 -
GS0070 ***********************************************************************
GS0070 LAPLACE CORR-
GS0070 GEOID HEIGHT- -33.738
GS0070
GS0070 HORZ ORDER - FIRST
GS0070 VERT ORDER - THIRD
GS0070
GS0070.The horizontal coordinates were established by GPS observations
GS0070.and adjusted by the Woolpert Consultants in March 1997.
GS0070
GS0070.The orthometric height was determined by GPS observations.
GS0070
GS0070
GS0070.The geoid height was determined by GEOID93.
GS0070
GS0070; North East Scale Converg.
GS0070;SPC OH N - 174604.163 686483.822 0.99994340 +0 40 39.90 MT
GS0070;SPC OH N - 572847.158 2252239.006 US SURVEY FEET
GS0070
GS0070_STATION MARK IS A SURVEY DISK
GS0070_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0070_THE MARK IS STAMPED: SUMMIT COUNTY GIS 70
GS0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0070+STABILITY: SURFACE MOTION
GS0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0070+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0070
GS0070 HISTORY - Year Condition Recov. By
GS0070 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0070
GS0070 STATION DESCRIPTION
GS0070
GS0070'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0070'THE STATION IS LOCATED 24.8' SOUTH OF CENTERLINE OF PAVEMENT WEST
GS0070'STREETSBORO ROAD AND .05 MILES WEST OF NICKELSON DRIVE. IT IS ALSO
GS0070'48.2' EAST OF A POWER POLE AND 112.3' NORTHWEST OF A POWER POLE.
GS0070
|
|
|
|
|
|
|
|
|
|
|
|
2252239.25
|
572846.875
|
0101000020960E0000B238EF80E72E4141B3586C505E7B2141
|
true
|
2013-08-02 09:40:00 -0400
|
false
|
41.23441396111111111111
|
-81.46833901388888888889
|
-81.4683390138889
|
41.234413961111
|
2252239.00730046
|
572847.157076618
|
686483.822392824
|
174604.162685263
|
578
|
578
|
SUMMIT COUNTY GIS 71
|
GS0071
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
71
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
31.52798
|
N
|
81
|
26
|
14.91932
|
W
|
ADJUSTED
|
-33.73
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
175487.724
|
689060.414
|
0.9999437
|
+
|
0
|
41
|
52.8
|
|
MT
|
C
|
|
|
|
329.087
|
1079.68
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE EAST SIDE OF COLLEGE STREET APPROX.
125' NORTH OF DIVISION STREET. IT IS ALSO 31.0'SOUTH OF A LIGHT
POST 5.2' EAST OF THE BACK OF CURB OF COLLEGE STREET AND 100.8'
NORTHEAST OF A FIRE HYDRANT. AT #45 COLLEGE ST.
NOT GOOD FOR GPS
|
2021-12-07 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0071 ***********************************************************************
GS0071 DESIGNATION - SUMMIT COUNTY GIS 71
GS0071 PID - GS0071
GS0071 STATE/COUNTY- OH/SUMMIT
GS0071 USGS QUAD - HUDSON
GS0071
GS0071 HORZ DATUM - NAD 83(1986)
GS0071 VERT DATUM - NGVD 88
GS0071
GS0071 POSITION - 41 14 31.52798(N) 081 26 14.91932(W) ADJUSTED
GS0071 83 minus 27 -
GS0071
GS0071 HEIGHT - 329.087 (meters) 1079.680 (feet) GPS OBS
GS0071 88 minus 29 -
GS0071 ***********************************************************************
GS0071 LAPLACE CORR-
GS0071 GEOID HEIGHT- -33.739
GS0071
GS0071 HORZ ORDER - FIRST
GS0071 VERT ORDER - THIRD
GS0071
GS0071.The horizontal coordinates were established by GPS observations
GS0071.and adjusted by the Woolpert Consultants in March 1997.
GS0071
GS0071.The orthometric height was determined by GPS observations.
GS0071
GS0071
GS0071.The geoid height was determined by GEOID93.
GS0071
GS0071; North East Scale Converg.
GS0071;SPC OH N - 175487.724 689060.414 0.99994370 +0 41 52.88 MT
GS0071;SPC OH N - 575745.974 2260692.375 US SURVEY FEET
GS0071
GS0071_STATION MARK IS A SURVEY DISK
GS0071_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0071_THE MARK IS STAMPED: SUMMIT COUNTY GIS 71
GS0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0071+STABILITY: SURFACE MOTION
GS0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0071+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0071
GS0071 HISTORY - Year Condition Recov. By
GS0071 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0071
GS0071 STATION DESCRIPTION
GS0071
GS0071'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0071'THE STATION IS LOCATED ON THE EAST SIDE OF COLLEGE STREET APPROX.
GS0071'125' NORTH OF DIVISION STREET. IT IS ALSO 31.0'SOUTH OF A LIGHT
GS0071'POST 5.2' EAST OF THE BACK OF CURB OF COLLOGE STREET AND 100.8'
GS0071'NORTHEAST OF A FIRE HYDRANT.
GS0071
|
|
|
|
|
|
|
|
|
|
|
|
2260692.5
|
575746.375
|
0101000020960E0000779AD42F6A3F41419C1E02F303922141
|
true
|
2013-08-05 10:03:00 -0400
|
false
|
41.24209110555555555555
|
-81.43747758888888888889
|
-81.4374775888889
|
41.2420911055554
|
2260692.37367564
|
575745.974625546
|
689060.413617162
|
175487.7240413
|
579
|
579
|
SUMMIT COUNTY GIS 72
|
GS0072
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
72
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2017 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
23.80867
|
N
|
81
|
25
|
5.479
|
W
|
ADJUSTED
|
-33.73
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
175269.494
|
690680.083
|
0.9999437
|
+
|
0
|
42
|
38.5
|
|
MT
|
C
|
|
|
|
340.598
|
1117.445
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE INTERSECTION
OF S.R. 303 AND PINEBROOKE DRIVE. IT IS ALSO 25.3' NORTH OF
CENTERLINE OF PAVEMENT OF S.R. 303
18.1' SOUTHEAST OF A CATCH BASIN AND 20.0' SOUTHWEST OF A MANHOLE.
GOOD FOR GPS
|
2022-01-25 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0072 ***********************************************************************
GS0072 DESIGNATION - SUMMIT COUNTY GIS 72
GS0072 PID - GS0072
GS0072 STATE/COUNTY- OH/SUMMIT
GS0072 USGS QUAD - HUDSON
GS0072
GS0072 HORZ DATUM - NAD 83(1986)
GS0072 VERT DATUM - NGVD 88
GS0072
GS0072 POSITION - 41 14 23.80867(N) 081 25 05.47900(W) ADJUSTED
GS0072 83 minus 27 -
GS0072
GS0072 HEIGHT - 340.598 (meters) 1117.445 (feet) GPS OBS
GS0072 88 minus 29 -
GS0072 ***********************************************************************
GS0072 LAPLACE CORR-
GS0072 GEOID HEIGHT- -33.730
GS0072
GS0072 HORZ ORDER - FIRST
GS0072 VERT ORDER - THIRD
GS0072
GS0072.The horizontal coordinates were established by GPS observations
GS0072.and adjusted by the Woolpert Consultants in March 1997.
GS0072
GS0072.The orthometric height was determined by GPS observations.
GS0072
GS0072
GS0072.The geoid height was determined by GEOID93.
GS0072
GS0072; North East Scale Converg.
GS0072;SPC OH N - 175269.494 690680.083 0.99994370 +0 42 38.50 MT
GS0072;SPC OH N - 575029.998 2266006.239 US SURVEY FEET
GS0072
GS0072_STATION MARK IS A SURVEY DISK
GS0072_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0072_THE MARK IS STAMPED: SUMMIT COUNTY GIS 72
GS0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0072+STABILITY: SURFACE MOTION
GS0072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0072+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0072
GS0072 HISTORY - Year Condition Recov. By
GS0072 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0072
GS0072 STATION DESCRIPTION
GS0072
GS0072'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0072'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF THE INTERSECTION
GS0072'OF S.R. 303 AND PINEBROOKE DRIVE. IT IS ALSO 25.3' NORTH OF
GS0072'CENTERLINE OF PAVEMENT OF S.R. 303
GS0072'18.1' SOUTHEAST OF A CATCH BASIN AND 20.0' SOUTHWEST OF A MANHOLE.
GS0072
|
|
|
|
|
|
|
|
|
|
|
|
2266005.75
|
575030.5
|
0101000020960E0000A784B31ECB4941418DC936FF6B8C2141
|
true
|
2013-08-05 10:05:00 -0400
|
false
|
41.23994685277777777777
|
-81.41818861111111111111
|
-81.4181886111111
|
41.2399468527776
|
2266006.23985346
|
575029.998464869
|
690680.083267501
|
175269.494071065
|
580
|
580
|
SUMMIT COUNTY GIS 73
|
GS0073
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
73
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
14
|
22.69491
|
N
|
81
|
23
|
32.46907
|
W
|
ADJUSTED
|
-33.72
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
175262.323
|
692846.049
|
0.9999436
|
+
|
0
|
43
|
39.6
|
|
MT
|
C
|
|
|
|
333.592
|
1094.46
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION
OF STONE ROAD AND S.R. 303. IT IS ALSO 36.0' SOUTH OF CENTERLINE
OF PAVEMENT OF S.R. 303 21.4' SOUTHEAST OF THE SUMMIT/PORTAGE
COUNTY LINE AND 36.1' NORTHWEST OF A POWER POLE WITH NO NUMBER.
|
2016-08-31 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0073 ***********************************************************************
GS0073 DESIGNATION - SUMMIT COUNTY GIS 73
GS0073 PID - GS0073
GS0073 STATE/COUNTY- OH/SUMMIT
GS0073 USGS QUAD - HUDSON
GS0073
GS0073 HORZ DATUM - NAD 83(1986)
GS0073 VERT DATUM - NGVD 88
GS0073
GS0073 POSITION - 41 14 22.69491(N) 081 23 32.46907(W) ADJUSTED
GS0073 83 minus 27 -
GS0073
GS0073 HEIGHT - 333.592 (meters) 1094.460 (feet) GPS OBS
GS0073 88 minus 29 -
GS0073 ***********************************************************************
GS0073 LAPLACE CORR-
GS0073 GEOID HEIGHT- -33.722
GS0073
GS0073 HORZ ORDER - FIRST
GS0073 VERT ORDER - THIRD
GS0073
GS0073.The horizontal coordinates were established by GPS observations
GS0073.and adjusted by the Woolpert Consultants in March 1997.
GS0073
GS0073.The orthometric height was determined by GPS observations.
GS0073
GS0073
GS0073.The geoid height was determined by GEOID93.
GS0073
GS0073; North East Scale Converg.
GS0073;SPC OH N - 175262.323 692846.049 0.99994360 +0 43 39.60 MT
GS0073;SPC OH N - 575006.471 2273112.412 US SURVEY FEET
GS0073
GS0073_STATION MARK IS A SURVEY DISK
GS0073_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0073_THE MARK IS STAMPED: SUMMIT COUNTY GIS 73
GS0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0073+STABILITY: SURFACE MOTION
GS0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0073+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0073
GS0073 HISTORY - Year Condition Recov. By
GS0073 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0073
GS0073 STATION DESCRIPTION
GS0073
GS0073'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0073'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE INTERSECTION
GS0073'OF STONE ROAD AND S.R. 303. IT IS ALSO 36.0' SOUTH OF CENTERLINE
GS0073'OF PAVEMENT OF S.R. 303 21.4' SOUTHEAST OF THE SUMMIT/PORTAGE
GS0073'COUNTY LINE AND 36.1' NORTHWEST OF A POWER POLE
GS0073
|
|
|
|
|
|
|
|
|
|
|
|
2273113.25
|
575007.125
|
0101000020960E00004C61D234AC5741413B388CF13C8C2141
|
true
|
2013-08-05 10:06:00 -0400
|
false
|
41.239637475
|
-81.39235251944444444444
|
-81.3923525194445
|
41.2396374749999
|
2273112.41267029
|
575006.471772916
|
692846.049074002
|
175262.323121015
|
581
|
581
|
SUMMIT COUNTY GIS 74
|
GS0074
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
74
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
27.8867
|
N
|
81
|
41
|
2.07065
|
W
|
ADJUSTED
|
-33.74
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
173302.151
|
668423.687
|
0.9999429
|
+
|
0
|
32
|
10.0
|
|
MT
|
C
|
|
|
|
316.827
|
1039.457
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 27.8' NORTH OF CENTERLINE OF PAVEMENT OF
HAWKINS ROAD AND .35 MILES WEST OF MEDINA LINE ROAD. 62.9' EAST OF
A ASPHALT DRIVEWAY FOR HOUSE #5320 HAWKINS ROAD, 158.4' WEST OF
A CONCRETE DRIVEWAY FOR HOUSE #5270 HAWKINS ROAD, 67.8' NORTHEAST OF
THE POINT OF INTERSECTION OF HAWKINS ROAD AND DRIVEWAY FOR HOUSE
#5320 HAWKINS ROAD AND 162.2' NORTHWEST OF THE POINT OF
INTERSECTION OF HAWKINS ROAD AND DRIVEWAY FOR HOUSE #5270
HAWKINS ROAD.
GOOD FOR GPS
|
2018-09-04 00:00:00 -0400
|
SCE
|
Good
|
GOOD
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0074 ***********************************************************************
GS0074 DESIGNATION - SUMMIT COUNTY GIS 74
GS0074 PID - GS0074
GS0074 STATE/COUNTY- OH/SUMMIT
GS0074 USGS QUAD - WEST RICHFIELD
GS0074
GS0074 HORZ DATUM - NAD 83(1986)
GS0074 VERT DATUM - NGVD 88
GS0074
GS0074 POSITION - 41 13 27.88670(N) 081 41 02.07065(W) ADJUSTED
GS0074 83 minus 27 -
GS0074
GS0074 HEIGHT - 316.827 (meters) 1039.457 (feet) GPS OBS
GS0074 88 minus 29 -
GS0074 ***********************************************************************
GS0074 LAPLACE CORR-
GS0074 GEOID HEIGHT- -33.740
GS0074
GS0074 HORZ ORDER - FIRST
GS0074 VERT ORDER - THIRD
GS0074
GS0074.The horizontal coordinates were established by GPS observations
GS0074.and adjusted by the Woolpert Consultants in March 1997.
GS0074
GS0074.The orthometric height was determined by GPS observations.
GS0074
GS0074
GS0074.The geoid height was determined by GEOID93.
GS0074
GS0074; North East Scale Converg.
GS0074;SPC OH N - 173302.151 668423.687 0.99994290 +0 32 10.07 MT
GS0074;SPC OH N - 568575.474 2192986.713 US SURVEY FEET
GS0074
GS0074_STATION MARK IS A SURVEY DISK
GS0074_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0074_THE MARK IS STAMPED: SUMMIT COUNTY GIS 74
GS0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0074+STABILITY: SURFACE MOTION
GS0074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0074+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0074
GS0074 HISTORY - Year Condition Recov. By
GS0074 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0074 HISTORY - 2000 GOOD COSE FIELD CREW
GS0074
GS0074 STATION DESCRIPTION
GS0074
GS0074'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0074'THE STATION IS LOCATED 27.8NORTH OF CENTERLINE OF PAVEMENT OF
GS0074'HAWKINS ROAD AND .35 MILES WEST OF MEDINA LINE ROAD. 62.9' EAST OF
GS0074'A ASHPHALT DRIVEWAY FOR HOUSE #5320 HAWKINS ROAD 158.4' WEST OF
GS0074'A CONCRETE DRIVEWAY FOR HOUSE #5270 HAWKINS ROAD 67.8' NORTHEAST OF
GS0074'THE POINT OF INTERSECTION OF HAWKINS ROAD AND DRIVEWAY FOR HOUSE
GS0074'#5320 HAWKINS ROAD AND 162.2' NORTHWEST OF THE POINT OF
GS0074'INTERSECTION OF HAWKINS ROAD AND DRIVEWAY FOR HOUSE #5270
GS0074'HAWKINS ROAD
GS0074
|
|
|
|
|
|
|
|
|
|
|
|
2192987.25
|
568576.125
|
0101000020960E000050FE4D5B2DBB4041DD8F5AF2FE592141
|
true
|
2011-02-17 09:48:00 -0500
|
false
|
41.22441297222222222223
|
-81.68390851388888888889
|
-81.6839085138889
|
41.2244129722221
|
2192986.71331767
|
568575.473347183
|
668423.687066599
|
173302.150880508
|
582
|
582
|
CEO548
|
CE0548
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
NO STAMP
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 GOOD COSE CREWHISTORY - 2004 GOOD COSE CREWHISTORY - 2012 GOOD COSE CREW-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
9
|
4.87065
|
N
|
81
|
32
|
55.03274
|
W
|
ADJUSTED
|
-33.6
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
165304.18
|
679854.771
|
0.9999402
|
+
|
0
|
37
|
30.0
|
|
MT
|
C
|
|
|
|
277.763
|
911.294
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 0.8 MILES WEST OF THE INTERSECTION OF
NORTHAMPTON AND HARDY ROADS. THE MARK IS 47.0' WEST OF
CENTERLINE OF PAVEMENT OF THEISS ROAD 28.0' NORTH OF CENTERLINE
OF PAVEMENT OF HARDY ROAD 10' SOUTHWEST OF TELEPHONE POLE
#M-12465 AT THE NORTHWEST CORNER OF THEISS AND HARDY ROAD.
GOOD FOR GPS.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0548 ***********************************************************************
CE0548 DESIGNATION - NONE
CE0548 PID - CE0548
CE0548 STATE/COUNTY- OH/SUMMIT
CE0548 USGS QUAD -
CE0548
CE0548 HORZ DATUM - NAD 83(1986)
CE0548 VERT DATUM - NGVD 88
CE0548
CE0548 POSITION - 41 09 04.87065(N) 081 32 55.03274(W) ADJUSTED
CE0548 83 minus 27 -
CE0548
CE0548 HEIGHT - 277.763 (meters) 911.294 (feet) GPS OBS
CE0548 88 minus 29 -
CE0548 ***********************************************************************
CE0548 LAPLACE CORR-
CE0548 GEOID HEIGHT- -33.605
CE0548
CE0548 HORZ ORDER - SECOND CLASS I
CE0548 VERT ORDER - THIRD
CE0548
CE0548.The horizontal coordinates were established by GPS observations
CE0548.and adjusted by Woolpert in March 1997.
CE0548
CE0548.The orthometric height was determined by GPS observations.
CE0548
CE0548
CE0548.The geoid height was determined by GEOID93.
CE0548
CE0548; North East Scale Converg.
CE0548;SPC OH N - 165304.180 679854.771 0.99994020 +0 37 30.03 MT
CE0548;SPC OH N - 542335.464 2230490.195 US SURVEY FEET
CE0548
CE0548_STATION MARK IS A CITY OF AKRON SURVEY DISK
CE0548_WITH SETTING: SET IN TOP OF 6" DIAM P.V.C. PIPE FILLED W CONCRETE
CE0548_THE MARK IS STAMPED: NO STAMP
CE0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0548+STABILITY: SURFACE MOTION
CE0548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0548+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0548
CE0548 HISTORY - Year Condition Recov. By
CE0548 HISTORY - 1996 - GOOD COSE
CE0548 STATION DESCRIPTION
CE0548
CE0548'DESCRIBED BY COSE
CE0548'THE STATION IS LOCATED 0.8 MILES WEST OF THE INTERSECTION OF
CE0548'NORTHAMPTON AND HARDY ROADS. THE MARK IS 47.0' WEST OF
CE0548'CENTERLINE OF PAVEMENT OF THEISS ROAD 28.0' NORTH OF CENTERLINE
CE0548'OF PAVEMENT OF HARDY ROAD 4.0' NORTHEAST OF TELEPHONE POLE
CE0548'#M-12465 AT THE NORTHWEST CORNER OF THEISS AND HARDY ROAD.
CE0548
|
|
|
|
|
|
|
|
|
|
|
|
2230489.75
|
542335.0625
|
0101000020960E0000DB2CE6186D044141377A11EEFE8C2041
|
true
|
2012-08-28 10:21:00 -0400
|
false
|
41.15135295833333333333
|
-81.54862020555555555555
|
-81.5486202055556
|
41.1513529583332
|
2230490.19452439
|
542335.464977092
|
679854.771000576
|
165304.180333361
|
583
|
583
|
CEO549
|
CE0549
|
OH
|
Summit
|
|
CITY OF AKRON
|
|
DISK IN CONC
|
NO STAMP
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 GOOD COSE CREWHISTORY - 2004 GOOD COSE CREWHISTORY - 2012 GOOD COSE SURVEY CREW HISTORY 2016 GOOD SCE
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
9
|
39.87217
|
N
|
81
|
32
|
13.48532
|
W
|
ADJUSTED
|
-33.62
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
166394.448
|
680811.51
|
0.9999405
|
+
|
0
|
37
|
57.3
|
|
MT
|
C
|
|
|
|
297.098
|
974.729
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED 0.4 MILES SOUTH OF THE INTERSECTION OF
BATH AND NORTHAMPTON ROADS. THE MARK IS 23.0' WEST OF CENTERLINE
OF PAVEMENT OF NORTHAMPTON ROAD 33.0' SOUTHEAST OF CENTERLINE OF
PAVEMENT OF THEISS ROAD 12.0' NORTHEAST OF TELEPHONE POLE
#296/11 AT THE SOUTHWEST CORNER OF NORTHAMPTON AND THEISS ROADS
AND 21.0' NORTHEAST OF POWER POLE #M-12910.
GOOD FOR GPS.
|
2016-09-15 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0549 ***********************************************************************
CE0549 DESIGNATION - NONE
CE0549 PID - CE0549
CE0549 STATE/COUNTY- OH/SUMMIT
CE0549 USGS QUAD -
CE0549
CE0549 HORZ DATUM - NAD 83(1986)
CE0549 VERT DATUM - NGVD 88
CE0549
CE0549 POSITION - 41 09 39.87217(N) 081 32 13.48532(W) ADJUSTED
CE0549 83 minus 27 -
CE0549
CE0549 HEIGHT - 297.098 (meters) 974.729 (feet) GPS OBS
CE0549 88 minus 29 -
CE0549 ***********************************************************************
CE0549 LAPLACE CORR-
CE0549 GEOID HEIGHT- -33.625
CE0549
CE0549 HORZ ORDER - SECOND CLASS I
CE0549 VERT ORDER - THIRD
CE0549
CE0549.The horizontal coordinates were established by GPS observations
CE0549.and adjusted by Woolpert in March 1997.
CE0549
CE0549.The orthometric height was determined by GPS observations.
CE0549
CE0549
CE0549.The geoid height was determined by GEOID93.
CE0549
CE0549; North East Scale Converg.
CE0549;SPC OH N - 166394.448 680811.510 0.99994050 +0 37 57.32 MT
CE0549;SPC OH N - 545912.451 2233629.096 US SURVEY FEET
CE0549
CE0549_STATION MARK IS A CITY OF AKRON SURVEY DISK
CE0549_WITH SETTING: SET IN TOP OF 6" DIAM P.V.C. PIPE FILLED W CONCRETE
CE0549_THE MARK IS STAMPED: NO STAMP
CE0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0549+STABILITY: SURFACE MOTION
CE0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0549+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0549
CE0549 HISTORY - Year Condition Recov. By
CE0549 HISTORY - 1996 - GOOD COSE
CE0549 STATION DESCRIPTION
CE0549
CE0549'DESCRIBED BY COSE
CE0549'THE STATION IS LOCATED 0.4 MILES SOUTH OF THE INTERSECTION OF
CE0549'BATH AND NORTHAMPTON ROADS. THE MARK IS 23.0' WEST OF CENTERLINE
CE0549'OF PAVEMENT OF NORTHAMPTON ROAD 33.0' SOUTHEAST OF CENTERLINE OF
CE0549'PAVEMENT OF THEISS ROAD 12.0' NORTHEAST OF A TELEPHONE POLE AT THE
CE0549'SOUTHWEST CORNER OF NORTHAMPTON AND THEISS ROADS 1.8' WEST OF A
CE0549'CARSONITE WITNESS POST AND 21.0' NORTHEAST OF A POWER POLE
CE0549'#M-12910.
CE0549
|
|
|
|
|
|
|
|
|
|
|
|
2233629.25
|
545912.4375
|
0101000020960E00001E0D128C8E0A4141AF9B8CE7F0A82041
|
true
|
2012-08-28 10:22:00 -0400
|
false
|
41.16107560277777777778
|
-81.53707925555555555555
|
-81.5370792555556
|
41.1610756027776
|
2233629.09430088
|
545912.45224463
|
680811.509565928
|
166394.448233043
|
585
|
585
|
SUMMIT COUNTY GIS 75
|
GS0075
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
75
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2003 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
49.8908
|
N
|
81
|
39
|
39.05043
|
W
|
ADJUSTED
|
-33.74
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
173999.245
|
670350.619
|
0.9999432
|
+
|
0
|
33
|
4.61
|
|
MT
|
C
|
|
|
|
376.8
|
1236.218
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 26.2' EAST OF CENTERLINE OF PAVEMENT OF
SOUTHERN ROAD AND .4 MILES NORTH OF HAWKINS ROAD. IT IS ALSO
141.0' SOUTH OF CENTERLINE OF PAVEMENT OF TULIP TREE DRIVE,
142.8' SOUTHEAST OF THE POINT OF INTERSECTION OF SOUTHERN ROAD
AND TULIP TREE DRIVE, 60.7' SOUTH OF A POWER POLE WITH NO NUMBER.
IN FRONT OF HOUSE #3427. 25' NORTH OF CENTER OF DRIVE.
GOOD FOR GPS.
|
2022-01-06 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0075 ***********************************************************************
GS0075 DESIGNATION - SUMMIT COUNTY GIS 75
GS0075 PID - GS0075
GS0075 STATE/COUNTY- OH/SUMMIT
GS0075 USGS QUAD - WEST RICHFIELD
GS0075
GS0075 HORZ DATUM - NAD 83(1986)
GS0075 VERT DATUM - NGVD 88
GS0075
GS0075 POSITION - 41 13 49.89080(N) 081 39 39.05043(W) ADJUSTED
GS0075 83 minus 27 -
GS0075
GS0075 HEIGHT - 376.800 (meters) 1236.218 (feet) GPS OBS
GS0075 88 minus 29 -
GS0075 ***********************************************************************
GS0075 LAPLACE CORR-
GS0075 GEOID HEIGHT- -33.748
GS0075
GS0075 HORZ ORDER - FIRST
GS0075 VERT ORDER - THIRD
GS0075
GS0075.The horizontal coordinates were established by GPS observations
GS0075.and adjusted by the Woolpert Consultants in March 1997.
GS0075
GS0075.The orthometric height was determined by GPS observations.
GS0075
GS0075
GS0075.The geoid height was determined by GEOID93.
GS0075
GS0075; North East Scale Converg.
GS0075;SPC OH N - 173999.245 670350.619 0.99994320 +0 33 4.613 MT
GS0075;SPC OH N - 570862.523 2199308.656 US SURVEY FEET
GS0075
GS0075_STATION MARK IS A SURVEY DISK
GS0075_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0075_THE MARK IS STAMPED: SUMMIT COUNTY GIS 75
GS0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0075+STABILITY: SURFACE MOTION
GS0075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0075+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0075
GS0075 HISTORY - Year Condition Recov. By
GS0075 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0075 HISTORY - 2000 GOOD COSE FIELD CREW
GS0075
GS0075 STATION DESCRIPTION
GS0075
GS0075'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0075'THE STATION IS LOCATED 26.2' EAST OF CENTERLINE OF PAVEMENT OF
GS0075'SOUTHERN ROAD AND .4 MILES NORTH OF HAWKINS ROAD. IT IS ALSO
GS0075'141.0' SOUTH OF CENTERLINE OF PAVEMENT OF TULIP TREE DRIVE
GS0075'142.8' SOUTHEAST OF THE POINT OF INTERSECTION OF SOUTHERN ROAD
GS0075'AND TULIP TREE DRIVE 60.7' SOUTH OF A POWER POLE AND 104.3' NORTH
GS0075'OF AN INLET.
GS0075
|
|
|
|
|
|
|
|
|
|
|
|
2199307.75
|
570862.8125
|
0101000020960E00008509E15386C740415622C50BDD6B2141
|
true
|
2011-02-18 09:18:00 -0500
|
false
|
41.23052522222222222223
|
-81.66084734166666666667
|
-81.6608473416667
|
41.2305252222221
|
2199308.65530509
|
570862.522988389
|
670350.618838229
|
173999.245005334
|
586
|
586
|
SUMMIT COUNTY GIS 76
|
GS0076
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
76
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
59.77011
|
N
|
81
|
35
|
25.61344
|
W
|
ADJUSTED
|
-33.76
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
174363.152
|
676249.17
|
0.9999433
|
+
|
0
|
35
|
51.1
|
|
MT
|
C
|
|
|
|
329.259
|
1080.244
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.5' EAST OF CENTERLINE OF PAVEMENT OF
MAJOR ROAD AND .45 MILES WEST OF OAK HILL ROAD. IT IS ALSO 20.0'
SOUTHEAST OF AN IRON PIN SET 23.3' EAST OF CENTERLINE OF PAVEMENT
OF MAJOR ROAD AND 20.0' NORTHEAST OF AN IRON PIN SET 21.6' EAST OF
CENTERLINE OF PAVEMENT OF MAJOR ROAD.
GOOD FOR GPS
|
2019-07-10 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0076 ***********************************************************************
GS0076 DESIGNATION - SUMMIT COUNTY GIS 76
GS0076 PID - GS0076
GS0076 STATE/COUNTY- OH/SUMMIT
GS0076 USGS QUAD - PENINSULA
GS0076
GS0076 HORZ DATUM - NAD 83(1986)
GS0076 VERT DATUM - NGVD 88
GS0076
GS0076 POSITION - 41 13 59.77011(N) 081 35 25.61344(W) ADJUSTED
GS0076 83 minus 27 -
GS0076
GS0076 HEIGHT - 329.259 (meters) 1080.244 (feet) GPS OBS
GS0076 88 minus 29 -
GS0076 ***********************************************************************
GS0076 LAPLACE CORR-
GS0076 GEOID HEIGHT- -33.767
GS0076
GS0076 HORZ ORDER - FIRST
GS0076 VERT ORDER - THIRD
GS0076
GS0076.The horizontal coordinates were established by GPS observations
GS0076.and adjusted by the Woolpert Consultants in March 1997.
GS0076
GS0076.The orthometric height was determined by GPS observations.
GS0076
GS0076
GS0076.The geoid height was determined by GEOID93.
GS0076
GS0076; North East Scale Converg.
GS0076;SPC OH N - 174363.152 676249.170 0.99994330 +0 35 51.10 MT
GS0076;SPC OH N - 572056.441 2218660.819 US SURVEY FEET
GS0076
GS0076_STATION MARK IS A SURVEY DISK
GS0076_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0076_THE MARK IS STAMPED: SUMMIT COUNTY GIS 76
GS0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0076+STABILITY: SURFACE MOTION
GS0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0076+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0076
GS0076 HISTORY - Year Condition Recov. By
GS0076 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0076 HISTORY - 2000 GOOD COSE FIELD CREW
GS0076
GS0076 STATION DESCRIPTION
GS0076
GS0076'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0076'THE STATION IS LOCATED 28.5' EAST OF CENTERLINE OF PAVEMENT OF
GS0076'MAJOR ROAD AND .45 MILES WEST OF OAK HILL ROAD. IT IS ALSO 20.0'
GS0076'SOUTHEAST OF AN IRON PIN SET 23.3' EAST OF CENTERLINE OF PAVEMENT
GS0076'OF MAJOR ROAD AND 20.0' NORTHEAST OF AN IRON PIN SET 21.6' EAST OF
GS0076'CENTERLINE OF PAVEMENT OF MAJOR ROAD.
GS0076
|
|
|
|
|
|
|
|
|
|
|
|
2218661.25
|
572056.1875
|
0101000020960E000088F2E86852ED40414A53B1E130752141
|
true
|
2011-01-12 03:04:00 -0500
|
false
|
41.233269475
|
-81.59044817777777777777
|
-81.5904481777778
|
41.2332694749999
|
2218660.81960899
|
572056.44080601
|
676249.170315161
|
174363.15188396
|
587
|
587
|
SUMMIT COUNTY GIS 77
|
GS0077
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
77
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREW HISTORY - 2004 GOOD COSE SURVEY FIELD CREW HISTORY - 2011 GOOD COSE SURVEY FIELD CREW - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
59.14096
|
N
|
81
|
34
|
22.68331
|
W
|
ADJUSTED
|
-33.77
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
174359.175
|
677714.748
|
0.9999433
|
+
|
0
|
36
|
32.4
|
|
MT
|
C
|
|
|
|
286.386
|
939.585
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 23.2' NORTH OF CENTERLINE OF PAVEMENT OF
MAJOR ROAD AND .5 MILES EAST OF OAK HILL ROAD. IT IS ALSO 98.5'
WEST OF POWER POLE #6111/025, 170.2' EAST OF POWER POLE #6111525
AND 250'+- EAST OF DRIVEWAY TO HOUSE # 2215 MAJOR ROAD.
|
2021-07-19 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0077 ***********************************************************************
GS0077 DESIGNATION - SUMMIT COUNTY GIS 77
GS0077 PID - GS0077
GS0077 STATE/COUNTY- OH/SUMMIT
GS0077 USGS QUAD - PENINSULA
GS0077
GS0077 HORZ DATUM - NAD 83(1986)
GS0077 VERT DATUM - NGVD 88
GS0077
GS0077 POSITION - 41 13 59.14096(N) 081 34 22.68331(W) ADJUSTED
GS0077 83 minus 27 -
GS0077
GS0077 HEIGHT - 286.386 (meters) 939.585 (feet) GPS OBS
GS0077 88 minus 29 -
GS0077 ***********************************************************************
GS0077 LAPLACE CORR-
GS0077 GEOID HEIGHT- -33.775
GS0077
GS0077 HORZ ORDER - FIRST
GS0077 VERT ORDER - THIRD
GS0077
GS0077.The horizontal coordinates were established by GPS observations
GS0077.and adjusted by the Woolpert Consultants in March 1997.
GS0077
GS0077.The orthometric height was determined by GPS observations.
GS0077
GS0077
GS0077.The geoid height was determined by GEOID93.
GS0077
GS0077; North East Scale Converg.
GS0077;SPC OH N - 174359.175 677714.748 0.99994330 +0 36 32.45 MT
GS0077;SPC OH N - 572043.393 2223469.136 US SURVEY FEET
GS0077
GS0077_STATION MARK IS A SURVEY DISK
GS0077_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0077_THE MARK IS STAMPED: SUMMIT COUNTY GIS 77
GS0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0077+STABILITY: SURFACE MOTION
GS0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0077+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0077
GS0077 HISTORY - Year Condition Recov. By
GS0077 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0077 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0077
GS0077 STATION DESCRIPTION
GS0077
GS0077'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0077'THE STATION IS LOCATED 23.2' NORTH OF CENTERLINE OF PAVEMENT OF
GS0077'MAJOR ROAD AND .5 MILES EAST OF OAK HILL ROAD. IT IS ALSO 98.5'
GS0077'WEST OF A POWER POLE 170.2' EAST OF A POWER POLE AND 250'+- EAST OF
GS0077'DRIVEWAY TO HOUSE # 2215 MAJOR ROAD.
GS0077
|
|
|
|
|
|
|
|
|
|
|
|
2223469.25
|
572042.875
|
0101000020960E000008CB3791B6F640417275D2C816752141
|
true
|
2011-01-12 03:11:00 -0500
|
false
|
41.23309471111111111111
|
-81.57296758611111111111
|
-81.5729675861111
|
41.233094711111
|
2223469.13451517
|
572043.392230673
|
677714.747629719
|
174359.174670243
|
588
|
588
|
SUMMIT COUNTY GIS 78
|
GS0078
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
78
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2017 GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
30.90035
|
N
|
81
|
24
|
40.73506
|
W
|
ADJUSTED
|
-33.7
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
173644.685
|
691276.565
|
0.9999429
|
+
|
0
|
42
|
54.7
|
|
MT
|
C
|
|
|
|
337.112
|
1106.008
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE WEST SIDE OF STOW ROAD APPROX. 150'
SOUTH OF RAVENNA STREET. IT IS ALSO 26.7' WEST OF CENTERLINE OF
PAVEMENT OF STOW ROAD 93.5' SOUTHWEST OF POWER POLE #4031/001
AND 72.2' NORTHWEST OF TELEPHONE POLE #4031/002.
|
2022-01-25 00:00:00 -0500
|
SCE
|
Good
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0078 ***********************************************************************
GS0078 DESIGNATION - SUMMIT COUNTY GIS 78
GS0078 PID - GS0078
GS0078 STATE/COUNTY- OH/SUMMIT
GS0078 USGS QUAD - HUDSON
GS0078
GS0078 HORZ DATUM - NAD 83(1986)
GS0078 VERT DATUM - NGVD 88
GS0078
GS0078 POSITION - 41 13 30.90035(N) 081 24 40.73506(W) ADJUSTED
GS0078 83 minus 27 -
GS0078
GS0078 HEIGHT - 337.112 (meters) 1106.008 (feet) GPS OBS
GS0078 88 minus 29 -
GS0078 ***********************************************************************
GS0078 LAPLACE CORR-
GS0078 GEOID HEIGHT- -33.705
GS0078
GS0078 HORZ ORDER - FIRST
GS0078 VERT ORDER - THIRD
GS0078
GS0078.The horizontal coordinates were established by GPS observations
GS0078.and adjusted by the Woolpert Consultants in March 1997.
GS0078
GS0078.The orthometric height was determined by GPS observations.
GS0078
GS0078
GS0078.The geoid height was determined by GEOID93.
GS0078
GS0078; North East Scale Converg.
GS0078;SPC OH N - 173644.685 691276.565 0.99994290 +0 42 54.76 MT
GS0078;SPC OH N - 569699.271 2267963.197 US SURVEY FEET
GS0078
GS0078_STATION MARK IS A SURVEY DISK
GS0078_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0078_THE MARK IS STAMPED: SUMMIT COUNTY GIS 78
GS0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0078+STABILITY: SURFACE MOTION
GS0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0078+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0078
GS0078 HISTORY - Year Condition Recov. By
GS0078 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0078
GS0078 STATION DESCRIPTION
GS0078
GS0078'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0078'THE STATION IS LOCATED ON THE WEST SIDE OF STOW ROAD APPROX. 150'
GS0078'SOUTH OF RAVENNA ROAD. IT IS ALSO 26.7' WEST OF CENTERLINE OF
GS0078'PAVEMENT OF STOW ROAD 93.5' SOUTWEST OF A POWER POLE AND 72.2'
GS0078'NORTHWEST OF A TELEPHONE POLE.
GS0078
|
|
|
|
|
|
|
|
|
|
|
|
2267963.0
|
569699.3125
|
0101000020960E00000058F8989D4D41419D12108AC6622141
|
true
|
2013-08-05 10:08:00 -0400
|
false
|
41.22525009722222222223
|
-81.41131529444444444444
|
-81.4113152944445
|
41.2252500972221
|
2267963.19507885
|
569699.269653875
|
691276.564413162
|
173644.684679855
|
589
|
589
|
SUMMIT COUNTY GIS 79
|
GS0079
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
79
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
25.00352
|
N
|
81
|
23
|
31.49198
|
W
|
ADJUSTED
|
-33.69
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
173483.103
|
692891.405
|
0.9999428
|
+
|
0
|
43
|
40.2
|
|
MT
|
C
|
|
|
|
338.879
|
1111.806
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE EAST SIDE OF STONE ROAD AND 0.15
MILES SOUTH OF HALE DRIVE. IT IS ALSO 18.0' EAST OF CENTERLINE OF
PAVEMENT OF STONE ROAD 22.0' SOUTHWEST OF JUNCTION BOX AND
28.8' SOUTH OF TELEPHONE POWER POLE #24D40.
GOOD FOR GPS
|
2017-10-03 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0079 ***********************************************************************
GS0079 DESIGNATION - SUMMIT COUNTY GIS 79
GS0079 PID - GS0079
GS0079 STATE/COUNTY- OH/SUMMIT
GS0079 USGS QUAD - HUDSON
GS0079
GS0079 HORZ DATUM - NAD 83(1986)
GS0079 VERT DATUM - NGVD 88
GS0079
GS0079 POSITION - 41 13 25.00352(N) 081 23 31.49198(W) ADJUSTED
GS0079 83 minus 27 -
GS0079
GS0079 HEIGHT - 338.879 (meters) 1111.806 (feet) GPS OBS
GS0079 88 minus 29 -
GS0079 ***********************************************************************
GS0079 LAPLACE CORR-
GS0079 GEOID HEIGHT- -33.699
GS0079
GS0079 HORZ ORDER - FIRST
GS0079 VERT ORDER - THIRD
GS0079
GS0079.The horizontal coordinates were established by GPS observations
GS0079.and adjusted by the Woolpert Consultants in March 1997.
GS0079
GS0079.The orthometric height was determined by GPS observations.
GS0079
GS0079
GS0079.The geoid height was determined by GEOID93.
GS0079
GS0079; North East Scale Converg.
GS0079;SPC OH N - 173483.103 692891.405 0.99994280 +0 43 40.25 MT
GS0079;SPC OH N - 569169.147 2273261.218 US SURVEY FEET
GS0079
GS0079_STATION MARK IS A SURVEY DISK
GS0079_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0079_THE MARK IS STAMPED: SUMMIT COUNTY GIS 79
GS0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0079+STABILITY: SURFACE MOTION
GS0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0079+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0079
GS0079 HISTORY - Year Condition Recov. By
GS0079 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0079
GS0079 STATION DESCRIPTION
GS0079
GS0079'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0079'THE STATION IS LOCATED ON THE EAST SIDE OF STONE ROAD AND 0.15
GS0079'MILES SOUTH OF HALE DRIVE. IT IS ALSO 18.0' EAST OF CENTERLINE OF
GS0079'PAVEMENT OF STONE ROAD 22.0' SOUTHWEST OF JUNCTION BOX AND
GS0079'28.8' SOUTH OF TELEPHONE POWER POLE.
GS0079
|
|
|
|
|
|
|
|
|
|
|
|
2273261.0
|
569169.75
|
0101000020960E0000F51A129CF6574141B94EA24BA25E2141
|
true
|
2013-08-05 10:09:00 -0400
|
false
|
41.22361208888888888889
|
-81.39208110555555555555
|
-81.3920811055556
|
41.2236120888887
|
2273261.21930253
|
569169.147722683
|
692891.405426221
|
173483.103192063
|
590
|
590
|
SUMMIT COUNTY GIS 80
|
GS0080
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
80
|
Summit County Engineer
|
1996-01-31 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2002 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
36.2852
|
N
|
81
|
41
|
5.67802
|
W
|
ADJUSTED
|
-33.71
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
171709.647
|
668354.551
|
0.9999422
|
+
|
0
|
32
|
7.7
|
|
MT
|
C
|
|
|
|
296.503
|
972.777
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 15.4' SOUTH OF CENTERLINE OF PAVEMENT OF
HARTER ROAD AND .37 MILES WEST OF MEDINA LINE ROAD, 198'+- EAST OF
A ROUGHLY 20' DIAM. CORREGATED METAL CULVERT UNDER HARTER ROAD.
IT IS ALSO 152.9' SOUTHEAST OF AN INLET, 92.9' SOUTHEAST OF A
PETROLEUM PIPELINE MARKER AND 40.7' WEST OF AN IRON PIN SET 15.7'
SOUTH OF CENTERLINE OF PAVEMENT OF HARTER ROAD.
|
2022-01-06 00:00:00 -0500
|
SCE
|
Good
|
YES
|
1 Summit County Engineer Retrieval Date = FEBRUARY 01 1996
GS0080 ***********************************************************************
GS0080 DESIGNATION - SUMMIT COUNTY GIS 80
GS0080 PID - GS0080
GS0080 STATE/COUNTY- OH/SUMMIT
GS0080 USGS QUAD - WEST RICHFIELD
GS0080
GS0080 HORZ DATUM - NAD 83(1986)
GS0080 VERT DATUM - NGVD 88
GS0080
GS0080 POSITION - 41 12 36.28520(N) 081 41 05.67802(W) ADJUSTED
GS0080 83 minus 27 -
GS0080
GS0080 HEIGHT - 296.503 (meters) 972.777 (feet) GPS OBS
GS0080 88 minus 29 -
GS0080 ***********************************************************************
GS0080 LAPLACE CORR-
GS0080 GEOID HEIGHT- -33.712
GS0080
GS0080 HORZ ORDER - FIRST
GS0080 VERT ORDER - THIRD
GS0080
GS0080.The horizontal coordinates were established by GPS observations
GS0080.and adjusted by the Woolpert Consultants in March 1997.
GS0080
GS0080.The orthometric height was determined by GPS observations.
GS0080
GS0080
GS0080.The geoid height was determined by GEOID93.
GS0080
GS0080; North East Scale Converg.
GS0080;SPC OH N - 171709.647 668354.551 0.99994220 +0 32 7.703 MT
GS0080;SPC OH N - 563350.734 2192759.889 US SURVEY FEET
GS0080
GS0080_STATION MARK IS A SURVEY DISK
GS0080_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0080_THE MARK IS STAMPED: SUMMIT COUNTY GIS 80
GS0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0080+STABILITY: SURFACE MOTION
GS0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0080+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0080
GS0080 HISTORY - Year Condition Recov. By
GS0080 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0080 HISTORY - 2000 GOOD COSE FIELD CREW
GS0080
GS0080 STATION DESCRIPTION
GS0080
GS0080'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0080'THE STATION IS LOCATED 15.4' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0080'HARTER ROAD AND .37 MILES WEST OF MEDINA LINE ROAD 198'+- EAST OF
GS0080'A ROUGHLY 20' DIAM. CORREGATED METAL CULVERT UNDER HARTER ROAD.
GS0080'IT IS ALSO 152.9' SOUTHEAST OF AN INLET 92.9' SOUTHEAST OF A
GS0080'PETROLEUM PIPELINE MARKER AND 40.7' WEST OF AN IRON PIN SET 15.7'
GS0080'SOUTH OF CENTERLINE OF PAVEMENT OF HARTER ROAD.
GS0080
|
|
|
|
|
|
|
|
|
|
|
|
2192759.0
|
563350.6875
|
0101000020960E000024BFD5F1BBBA404130899C772D312141
|
true
|
2011-02-18 09:23:00 -0500
|
false
|
41.21007922222222222222
|
-81.68491056111111111111
|
-81.6849105611111
|
41.2100792222221
|
2192759.88933553
|
563350.733616149
|
668354.550978571
|
171709.647025481
|
591
|
591
|
SUMMIT COUNTY GIS 81
|
GS0081
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
81
|
Summit County Engineer
|
1996-02-14 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
56.23123
|
N
|
81
|
39
|
40.65784
|
W
|
ADJUSTED
|
-33.71
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in July 1994.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
172343.685
|
670329.105
|
0.9999425
|
+
|
0
|
33
|
3.5
|
|
MT
|
C
|
|
|
|
365.47
|
1199.076
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994 AND COSE 2000
THE STATION IS LOCATED 22.0' WEST OF CENTERLINE OF PAVEMENT OF
SOUTHERN ROAD .2 MILES NORTH OF THE I-271 UNDERPASS 49.0' SOUTHWEST
OF A POWER POLE, 173.8' NORTHEAST OF POWER POLE # 6101/50 AND DIRECTLY ACROSS
THE STREET FROM " STONE GARDEN FARM" #2891 SOUTHERN RD.
|
2022-01-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 15 1996
GS0081 ***********************************************************************
GS0081 DESIGNATION - SUMMIT COUNTY GIS 81
GS0081 PID - GS0081
GS0081 STATE/COUNTY- OH/SUMMIT
GS0081 USGS QUAD - WEST RICHFIELD
GS0081
GS0081 HORZ DATUM - NAD 83(1986)
GS0081 VERT DATUM - NGVD 88
GS0081
GS0081 POSITION - 41 12 56.23123(N) 081 39 40.65784(W) ADJUSTED
GS0081 83 minus 27 -
GS0081
GS0081 HEIGHT - 365.47 (meters) 1199.076 (feet) GPS OBS
GS0081 88 minus 29 -
GS0081 ***********************************************************************
GS0081 LAPLACE CORR-
GS0081 GEOID HEIGHT- -33.718
GS0081
GS0081 HORZ ORDER - FIRST
GS0081 VERT ORDER - THIRD
GS0081
GS0081.The horizontal coordinates were established by GPS observations
GS0081.and adjusted by the Woolpert Consultants in July 1994.
GS0081
GS0081.The orthometric height was determined by GPS observations.
GS0081
GS0081
GS0081.The geoid height was determined by GEOID93.
GS0081
GS0081; North East Scale Converg.
GS0081;SPC OH N - 172343.685 670329.105 0.99994250 +0 33 3.55 MT
GS0081;SPC OH N - 565430.907 2199238.072 US SURVEY FEET
GS0081
GS0081_STATION MARK IS A SURVEY DISK
GS0081_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0081_THE MARK IS STAMPED: SUMMIT COUNTY GIS 81
GS0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0081+STABILITY: SURFACE MOTION
GS0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0081+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0081
GS0081 HISTORY - Year Condition Recov. By
GS0081 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0081 HISTORY - 2000 GOOD COSE FIELD CREW
GS0081
GS0081 STATION DESCRIPTION
GS0081
GS0081'DESCRIBED BY WOOLPERT CONSULTANTS 1994 AND COSE 2000
GS0081'THE STATION IS LOCATED 22.0' WEST OF CENTERLINE OF PAVEMENT OF
GS0081'SOUTHERN ROAD .2 MILES NORTH OF THE I-271 UNDERPASS 49.0' SOUTHWEST
GS0081'OF A POWER POLE 173.8' NORTEAST OF A POWER POLE # 6101/50 AND DIRECTLY ACROSS
GS0081'THE STREET FROM STONE GARDEN FARM #2891
GS0081
|
|
|
|
|
|
|
|
|
|
|
|
2199238.25
|
565430.3125
|
0101000020960E0000BC5F430963C740419A5EFFCF6D412141
|
true
|
2011-02-25 03:01:00 -0500
|
false
|
41.21561978611111111111
|
-81.66129384444444444444
|
-81.6612938444445
|
41.215619786111
|
2199238.07236859
|
565430.90624519
|
670329.105116156
|
172343.684910887
|
592
|
592
|
SUMMIT COUNTY GIS 82
|
GS0082
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
82
|
Summit County Engineer
|
1996-02-14 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2005 GOOD COSE FIELD CREWHISTORY - 2010 GOOD COSE FIELD CREW HISTORY 2016 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
1.8978
|
N
|
81
|
38
|
17.63355
|
W
|
ADJUSTED
|
-33.72
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in July 1994.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
172537.33
|
672261.189
|
0.9999425
|
+
|
0
|
33
|
58.1
|
|
MT
|
C
|
|
|
|
381.6
|
1251.976
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 42.1' WEST OF CENTERLINE OF PAVEMENT OF
BRECKSVILLE ROAD .2 MILES NORTH OF CONGRESS PARKWAY. 77.4 FEET NW
OF A POWER POLE #RF-29, 90.9 FEET SE OF A LIGHT POLE NO #.
OPPOSITE #3019 BRECKSVILLE ROAD.
|
2021-11-08 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 15 1996
GS0082 ***********************************************************************
GS0082 DESIGNATION - SUMMIT COUNTY GIS 82
GS0082 PID - GS0082
GS0082 STATE/COUNTY- OH/SUMMIT
GS0082 USGS QUAD - WEST RICHFIELD
GS0082
GS0082 HORZ DATUM - NAD 83(1986)
GS0082 VERT DATUM - NGVD 88
GS0082
GS0082 POSITION - 41 13 01.89780(N) 081 38 17.63355(W) ADJUSTED
GS0082 83 minus 27 -
GS0082
GS0082 HEIGHT - 381.60 (meters) 1251.976 (feet) GPS OBS
GS0082 88 minus 29 -
GS0082 ***********************************************************************
GS0082 LAPLACE CORR-
GS0082 GEOID HEIGHT- -33.727
GS0082
GS0082 HORZ ORDER - FIRST
GS0082 VERT ORDER - THIRD
GS0082
GS0082.The horizontal coordinates were established by GPS observations
GS0082.and adjusted by the Woolpert Consultants in July 1994.
GS0082
GS0082.The orthometric height was determined by GPS observations.
GS0082
GS0082
GS0082.The geoid height was determined by GEOID93.
GS0082
GS0082; North East Scale Converg.
GS0082;SPC OH N - 172537.330 672261.189 0.99994250 +0 33 58.10 MT
GS0082;SPC OH N - 566066.224 2205576.918 US SURVEY FEET
GS0082
GS0082_STATION MARK IS A SURVEY DISK
GS0082_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0082_THE MARK IS STAMPED: SUMMIT COUNTY GIS 82
GS0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0082+STABILITY: SURFACE MOTION
GS0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0082+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0082
GS0082 HISTORY - Year Condition Recov. By
GS0082 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0082 HISTORY - 2000 GOOD COSE FIELD CREW
GS0082
GS0082 STATION DESCRIPTION
GS0082
GS0082'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0082'THE STATION IS LOCATED 42.1' WEST OF CENTERLINE OF PAVEMENT OF
GS0082'BRECKSVILLE ROAD .2 MILES NORTH OF CONGRESS PARKWAY 89.8' SOUTHEAST
GS0082'OF A POWER POLE 92.5' NORTHWEST OF A POWER POLE. THIS STATION HAS
GS0082'BEEN MOVED APPROX. 7' WEST AND 4' NORTH BY THE CONTRACTOR.
GS0082
|
|
|
|
|
|
|
|
|
|
|
|
2205577.5
|
566066.125
|
0101000020960E000015385975C4D340413C91417264462141
|
true
|
2011-03-11 08:54:00 -0500
|
false
|
41.21719383333333333334
|
-81.63823154166666666666
|
-81.6382315416667
|
41.2171938333332
|
2205576.91678525
|
566066.223156489
|
672261.188758521
|
172537.329892742
|
593
|
593
|
SUMMIT COUNTY GIS 83
|
GS0083
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
83
|
Summit County Engineer
|
1996-02-14 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2012 GOOD SCE HISTORY 2016 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
57.36738
|
N
|
81
|
37
|
33.70764
|
W
|
ADJUSTED
|
-33.72
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in July 1994.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
172407.765
|
673285.69
|
0.9999425
|
+
|
0
|
34
|
26.9
|
|
MT
|
C
|
|
|
|
349.14
|
1145.483
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED IN THE MEDIAN STRIP OF I-77 .3 MILES SOUTH
OF THE WHEATLEY ROAD OVERPASS 185.3' SOUTH OF AN INLET, 11.6' WEST
OF THE WEST EDGE OF PAVEMENT OF THE NORTH BOUND LANES AND 66.7'
EAST OF THE EAST EDGE OF PAVEMENT OF THE SOUTH BOUND LANES.
|
2021-11-09 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 15 1996
GS0083 ***********************************************************************
GS0083 DESIGNATION - SUMMIT COUNTY GIS 83
GS0083 PID - GS0083
GS0083 STATE/COUNTY- OH/SUMMIT
GS0083 USGS QUAD - WEST RICHFIELD
GS0083
GS0083 HORZ DATUM - NAD 83(1986)
GS0083 VERT DATUM - NGVD 88
GS0083
GS0083 POSITION - 41 12 57.36738(N) 081 37 33.70764(W) ADJUSTED
GS0083 83 minus 27 -
GS0083
GS0083 HEIGHT - 349.14 (meters) 1145.483 (feet) GPS OBS
GS0083 88 minus 29 -
GS0083 ***********************************************************************
GS0083 LAPLACE CORR-
GS0083 GEOID HEIGHT- -33.727
GS0083
GS0083 HORZ ORDER - FIRST
GS0083 VERT ORDER - THIRD
GS0083
GS0083.The horizontal coordinates were established by GPS observations
GS0083.and adjusted by the Woolpert Consultants in July 1994.
GS0083
GS0083.The orthometric height was determined by GPS observations.
GS0083
GS0083
GS0083.The geoid height was determined by GEOID93.
GS0083
GS0083; North East Scale Converg.
GS0083;SPC OH N - 172407.765 673285.690 0.99994250 +0 34 26.95 MT
GS0083;SPC OH N - 565641.142 2208938.135 US SURVEY FEET
GS0083
GS0083_STATION MARK IS A SURVEY DISK
GS0083_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0083_THE MARK IS STAMPED: SUMMIT COUNTY GIS 83
GS0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0083+STABILITY: SURFACE MOTION
GS0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0083+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0083
GS0083 HISTORY - Year Condition Recov. By
GS0083 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0083 HISTORY - 2000 GOOD COSE FIELD CREW
GS0083
GS0083 STATION DESCRIPTION
GS0083
GS0083'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0083'THE STATION IS LOCATED IN THE MEDIAN STRIP OF I-77 .3 MILES SOUTH
GS0083'OF THE WHEATLEY ROAD OVERPASS 185.3' SOUTH OF AN INLET 11.6' WEST
GS0083'OF THE WEST EDGE OF PAVEMENT OF THE NORTH BOUND LANES AND 66.7'
GS0083'EAST OF THE EAST EDGE OF PAVEMENT OF THE SOUTH BOUND LANES.
GS0083
|
|
|
|
|
|
|
|
|
|
|
|
2208938.0
|
565640.9375
|
0101000020960E00001377231155DA40411D78EF4812432141
|
true
|
2005-03-22 09:15:00 -0500
|
false
|
41.21593538333333333333
|
-81.6260299
|
-81.6260299
|
41.2159353833332
|
2208938.13389481
|
565641.142452005
|
673285.689782518
|
172407.765034883
|
594
|
594
|
SUMMIT COUNTY GIS 84
|
GS0084
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
84
|
Summit County Engineer
|
1996-02-14 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW-2017 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
14.83238
|
N
|
81
|
36
|
47.06117
|
W
|
ADJUSTED
|
-33.74
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in July 1994.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
172957.461
|
674366.697
|
0.9999427
|
+
|
0
|
34
|
57.6
|
|
MT
|
C
|
|
|
|
316.97
|
1039.932
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.3' SOUTH OF CENTERLINE OF PAVEMENT OF
WHEATLEY ROAD, 43.1' EAST OF CENTERLINE OF PAVEMENT OF REVERE ROAD,
51.7' SOUTHEAST OF THE POINT OF INTERSECTION OF WHEATLEY AND REVERE
ROADS, 54.6' SOUTH OF A POWER POLE AND 35.6' WEST OF THE NORTHWEST
CORNER OF A FIELD STONE SIGN BASE FOR CUYAHOGA VALLEY NATIONAL
RECREATION AREA.
|
2022-01-31 00:00:00 -0500
|
SCE
|
Good
|
|
1 Summit County Engineer Retrieval Date = FEBRUARY 15 1996
GS0084 ***********************************************************************
GS0084 DESIGNATION - SUMMIT COUNTY GIS 84
GS0084 PID - GS0084
GS0084 STATE/COUNTY- OH/SUMMIT
GS0084 USGS QUAD - PENINSULA
GS0084
GS0084 HORZ DATUM - NAD 83(1986)
GS0084 VERT DATUM - NGVD 88
GS0084
GS0084 POSITION - 41 13 14.83238(N) 081 36 47.06117(W) ADJUSTED
GS0084 83 minus 27 -
GS0084
GS0084 HEIGHT - 316.97 (meters) 1039.932 (feet) GPS OBS
GS0084 88 minus 29 -
GS0084 ***********************************************************************
GS0084 LAPLACE CORR-
GS0084 GEOID HEIGHT- -33.741
GS0084
GS0084 HORZ ORDER - FIRST
GS0084 VERT ORDER - THIRD
GS0084
GS0084.The horizontal coordinates were established by GPS observations
GS0084.and adjusted by the Woolpert Consultants in July 1994.
GS0084
GS0084.The orthometric height was determined by GPS observations.
GS0084
GS0084
GS0084.The geoid height was determined by GEOID93.
GS0084
GS0084; North East Scale Converg.
GS0084;SPC OH N - 172957.461 674366.697 0.99994270 +0 34 57.60 MT
GS0084;SPC OH N - 567444.603 2212484.738 US SURVEY FEET
GS0084
GS0084_STATION MARK IS A SURVEY DISK
GS0084_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0084_THE MARK IS STAMPED: SUMMIT COUNTY GIS 84
GS0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0084+STABILITY: SURFACE MOTION
GS0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0084+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0084
GS0084 HISTORY - Year Condition Recov. By
GS0084 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0084 HISTORY - 2000 GOOD COSE FIELD CREW
GS0084
GS0084 STATION DESCRIPTION
GS0084
GS0084'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0084'THE STATION IS LOCATED 28.3' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0084'WHEATLEY ROAD 43.1' EAST OF CENTERLINE OF PAVEMENT OF REVERE ROAD
GS0084'51.7' SOUTHEAST OF THE POINT OF INTERSECTION OF WHEATLEY AND REVERE
GS0084'ROADS 54.6' SOUTH OF A POWER POLE AND 35.6' WEST OF THE NORTHWEST
GS0084'CORNER OF A FIELD STONE SIGN BASE FOR CUYAHOGA VALLEY NATIONAL
GS0084'RECREATION CENTER.
GS0084
|
|
|
|
|
|
|
|
|
|
|
|
2212484.0
|
567444.6875
|
0101000020960E00001EA4695E42E140418BBAFF3429512141
|
true
|
2011-02-25 03:02:00 -0500
|
false
|
41.22078677222222222223
|
-81.61307254722222222222
|
-81.6130725472222
|
41.2207867722221
|
2212484.73759891
|
567444.603513555
|
674366.696753541
|
172957.461065837
|
595
|
595
|
SUMMIT COUNTY GIS 85
|
GS0085
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
85
|
Summit County Engineer
|
1996-02-14 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE FIELD CREWHISTORY - 2004 GOOD COSE FIELD CREWHISTORY - 2011 GOOD COSE FIELD CREW HISTORY 2016 GOOD SCE 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
52.32173
|
N
|
81
|
35
|
23.69009
|
W
|
ADJUSTED
|
-33.73
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
172283.102
|
676315.668
|
0.9999424
|
+
|
0
|
35
|
52.3
|
|
MT
|
C
|
|
|
|
238.412
|
782.19
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994 AND COSE 2000
THE STATION IS LOCATED 24.8' SOUTHWEST OF THE CENTERLINE OF PAVEMENT OF WHEATLEY ROAD AND .63 MILES NORTH OF OAK HILL ROAD. 106.5' SOUTHEAST OF A 24" MAPLE TREE AND 53.5' SOUTHWEST OF A 20" MAPLE TREE, 1' EAST OF CARSONITE MARKER 8" DEEP. 265 FEET SE OF BOSTON TWP LINE.
GOOD FOR GPS.
|
2019-07-18 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 15 1996
GS0085 ***********************************************************************
GS0085 DESIGNATION - SUMMIT COUNTY GIS 85
GS0085 PID - GS0085
GS0085 STATE/COUNTY- OH/SUMMIT
GS0085 USGS QUAD - PENINSULA
GS0085
GS0085 HORZ DATUM - NAD 83(1986)
GS0085 VERT DATUM - NGVD 88
GS0085
GS0085 POSITION - 41 12 52.32173(N) 081 35 23.69009(W) ADJUSTED
GS0085 83 minus 27 -
GS0085
GS0085 HEIGHT - 238.412 (meters) 782.190 (feet) GPS OBS
GS0085 88 minus 29 -
GS0085 ***********************************************************************
GS0085 LAPLACE CORR-
GS0085 GEOID HEIGHT- -33.733
GS0085
GS0085 HORZ ORDER - FIRST
GS0085 VERT ORDER - THIRD
GS0085
GS0085.The horizontal coordinates were established by GPS observations
GS0085.and adjusted by the Woolpert Consultants in March 1997.
GS0085
GS0085.The orthometric height was determined by GPS observations.
GS0085
GS0085
GS0085.The geoid height was determined by GEOID93.
GS0085
GS0085; North East Scale Converg.
GS0085;SPC OH N - 172283.102 676315.668 0.99994240 +0 35 52.37 MT
GS0085;SPC OH N - 565232.144 2218878.987 US SURVEY FEET
GS0085
GS0085_STATION MARK IS A SURVEY DISK
GS0085_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0085_THE MARK IS STAMPED: SUMMIT COUNTY GIS 85
GS0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0085+STABILITY: SURFACE MOTION
GS0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0085+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0085
GS0085 HISTORY - Year Condition Recov. By
GS0085 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0085 HISTORY - 2000 GOOD COSE FIELD CREW
GS0085
GS0085 STATION DESCRIPTION
GS0085
GS0085'DESCRIBED BY WOOLPERT CONSULTANTS 1994 AND COSE 2000
GS0085'THE STATION IS LOCATED 24.8' SOUTHWESTOF CENTERLINE OF PAVEMENT OF
GS0085'WHEATLEY ROAD AND .63 MILES NORTH OF OAK HILL ROAD. 106.5'
GS0085'SOUTHEAST OF A 24" MAPLE TREE & 53.5' SOUTHWEST OF A 20" MAPLE TREE
GS0085'1" EAST OF CARSONITE MARKER 8" DEEP
GS0085
|
|
|
|
|
|
|
|
|
|
|
|
2218879.5
|
565232.5
|
0101000020960E00005612557EBFED4041F24D4749E03F2141
|
true
|
2011-01-12 03:01:00 -0500
|
false
|
41.21453381388888888889
|
-81.58991391388888888889
|
-81.5899139138889
|
41.2145338138887
|
2218878.98697118
|
565232.143122135
|
676315.667860151
|
172283.101789815
|
596
|
596
|
SUMMIT COUNTY GIS 86
|
GS0086
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
86
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
36.10705
|
N
|
81
|
32
|
25.06268
|
W
|
ADJUSTED
|
-33.76
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
173678.299
|
680461.442
|
0.999943
|
+
|
0
|
37
|
49.7
|
|
MT
|
C
|
|
|
|
220.699
|
724.077
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 20.8' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
TRUXELL ROAD AND .35 MILES EAST OF AKRON-PENINSULA ROAD. IT IS
ALSO 195.1' SOUTHEAST OF A POWER POLE 48.4' SOUTHWEST OF A POWER
POLE AND 56.2' NORTHWEST OF A 42" WALNUT TREE AND 170' WEST OF CL DRIVE
TO CAMP MANATOC.
|
2019-07-10 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0086 ***********************************************************************
GS0086 DESIGNATION - SUMMIT COUNTY GIS 86
GS0086 PID - GS0086
GS0086 STATE/COUNTY- OH/SUMMIT
GS0086 USGS QUAD - PENINSULA
GS0086
GS0086 HORZ DATUM - NAD 83(1986)
GS0086 VERT DATUM - NGVD 88
GS0086
GS0086 POSITION - 41 13 36.10705(N) 081 32 25.06268(W) ADJUSTED
GS0086 83 minus 27 -
GS0086
GS0086 HEIGHT - 220.699 (meters) 724.077 (feet) GPS OBS
GS0086 88 minus 29 -
GS0086 ***********************************************************************
GS0086 LAPLACE CORR-
GS0086 GEOID HEIGHT- -33.761
GS0086
GS0086 HORZ ORDER - FIRST
GS0086 VERT ORDER - THIRD
GS0086
GS0086.The horizontal coordinates were established by GPS observations
GS0086.and adjusted by the Woolpert Consultants in March 1997.
GS0086
GS0086.The orthometric height was determined by GPS observations.
GS0086
GS0086
GS0086.The geoid height was determined by GEOID93.
GS0086
GS0086; North East Scale Converg.
GS0086;SPC OH N - 173678.299 680461.442 0.99994300 +0 37 49.72 MT
GS0086;SPC OH N - 569809.553 2232480.581 US SURVEY FEET
GS0086
GS0086_STATION MARK IS A SURVEY DISK
GS0086_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0086_THE MARK IS STAMPED: SUMMIT COUNTY GIS 86
GS0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0086+STABILITY: SURFACE MOTION
GS0086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0086+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0086
GS0086 HISTORY - Year Condition Recov. By
GS0086 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0086 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0086
GS0086 STATION DESCRIPTION
GS0086
GS0086'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0086'THE STATION IS LOCATED 20.8' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
GS0086'TRUXELL ROAD AND .35 MILES EAST OF AKRON-PENINSULA ROAD. IT IS
GS0086'ALSO 195.1' SOUTHEAST OF A POWER POLE 48.4' SOUTHWEST OF A POWER
GS0086'POLE AND 56.2' NORTHWEST OF A 42" OAK TREE.
GS0086
|
|
|
|
|
|
|
|
|
|
|
|
2232479.75
|
569809.375
|
0101000020960E00006B8B424A5008414190B1F91AA3632141
|
true
|
2011-01-12 08:18:00 -0500
|
false
|
41.22669640277777777778
|
-81.54029518888888888889
|
-81.5402951888889
|
41.2266964027776
|
2232480.58015578
|
569809.552686261
|
680461.441754365
|
173678.299015353
|
597
|
597
|
SUMMIT COUNTY GIS 87
|
GS0087
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
87
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
12.01999
|
N
|
81
|
29
|
45.24673
|
W
|
ADJUSTED
|
-33.72
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
172977.22
|
684191.761
|
0.9999427
|
+
|
0
|
39
|
34.7
|
|
MT
|
C
|
|
|
|
310.938
|
1020.136
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 20.0' SOUTH OF CENTERLINE OF PAVEMENT OF
KENDALL PARK (TRUXELL) ROAD AND .22 MILES WEST OF AKRON-CLEVELAND ROAD. IT
IS ALSO 72.4' EAST OF A POWER POLE WITH NO NUMBER, 86.1' WEST OF
POWER POLE #6531/007 AND 54.2' SOUTHEAST OF POWER POLE # 6535/001
AND 48'+- WEST OF CENTERLINE OF DRIVEWAY TO HOUSE #140. 100.6' EAST OF POWER POLE #6531/008.
GOOD FOR GPS
|
2019-08-09 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0087 ***********************************************************************
GS0087 DESIGNATION - SUMMIT COUNTY GIS 87
GS0087 PID - GS0087
GS0087 STATE/COUNTY- OH/SUMMIT
GS0087 USGS QUAD - HUDSON
GS0087
GS0087 HORZ DATUM - NAD 83(1986)
GS0087 VERT DATUM - NGVD 88
GS0087
GS0087 POSITION - 41 13 12.01999(N) 081 29 45.24673(W) ADJUSTED
GS0087 83 minus 27 -
GS0087
GS0087 HEIGHT - 310.938 (meters) 1020.136 (feet) GPS OBS
GS0087 88 minus 29 -
GS0087 ***********************************************************************
GS0087 LAPLACE CORR-
GS0087 GEOID HEIGHT- -33.725
GS0087
GS0087 HORZ ORDER - FIRST
GS0087 VERT ORDER - THIRD
GS0087
GS0087.The horizontal coordinates were established by GPS observations
GS0087.and adjusted by the Woolpert Consultants in March 1997.
GS0087
GS0087.The orthometric height was determined by GPS observations.
GS0087
GS0087
GS0087.The geoid height was determined by GEOID93.
GS0087
GS0087; North East Scale Converg.
GS0087;SPC OH N - 172977.220 684191.761 0.99994270 +0 39 34.71 MT
GS0087;SPC OH N - 567509.429 2244719.136 US SURVEY FEET
GS0087
GS0087_STATION MARK IS A SURVEY DISK
GS0087_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0087_THE MARK IS STAMPED: SUMMIT COUNTY GIS 87
GS0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0087+STABILITY: SURFACE MOTION
GS0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0087+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0087
GS0087 HISTORY - Year Condition Recov. By
GS0087 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0087 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0087
GS0087 STATION DESCRIPTION
GS0087
GS0087'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0087'THE STATION IS LOCATED 20.0' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0087'KENDALL PARK ROAD AND .22 MILES WEST OF AKRON-CLEVELAND ROAD. IT
GS0087'IS ALSO 72.4' EAST OF A POWER POLE 86.1' WEST OF A POWER POLE 54.2'
GS0087'SOUTHEAST OF A POWER POLE AND 48'+- WEST OF CENTERLINE OF DRIVEWAY
GS0087'TO HOUSE #140.
GS0087
|
|
|
|
|
|
|
|
|
|
|
|
2244718.75
|
567509.25
|
0101000020960E00004339939137204141B49478DBAA512141
|
true
|
2011-01-11 04:10:00 -0500
|
false
|
41.22000555277777777778
|
-81.49590186944444444444
|
-81.4959018694444
|
41.2200055527776
|
2244719.13730541
|
567509.428654334
|
684191.761434212
|
172977.219808265
|
598
|
598
|
SUMMIT COUNTY GIS 88
|
GS0088
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
88
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2002 GOOD COSEHISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
7.35359
|
N
|
81
|
28
|
45.69893
|
W
|
ADJUSTED
|
-33.71
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
172849.381
|
685580.32
|
0.9999426
|
+
|
0
|
40
|
13.8
|
|
MT
|
C
|
|
|
|
308.148
|
1010.982
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 44.3' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
BARLOW ROAD AND 29.7' SOUTHWEST OF LINCOLN. IT IS ALSO 45.3'
SOUTHWEST OF THE POINT OF INTERSECTION OF BARLOW AND LINCOLN ROADS
50.3' SOUTHWEST OF POWER POLE #6100/065.
|
2017-10-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0088 ***********************************************************************
GS0088 DESIGNATION - SUMMIT COUNTY GIS 88
GS0088 PID - GS0088
GS0088 STATE/COUNTY- OH/SUMMIT
GS0088 USGS QUAD - HUDSON
GS0088
GS0088 HORZ DATUM - NAD 83(1986)
GS0088 VERT DATUM - NGVD 88
GS0088
GS0088 POSITION - 41 13 07.35359(N) 081 28 45.69893(W) ADJUSTED
GS0088 83 minus 27 -
GS0088
GS0088 HEIGHT - 308.148 (meters) 1010.982 (feet) GPS OBS
GS0088 88 minus 29 -
GS0088 ***********************************************************************
GS0088 LAPLACE CORR-
GS0088 GEOID HEIGHT- -33.716
GS0088
GS0088 HORZ ORDER - FIRST
GS0088 VERT ORDER - THIRD
GS0088
GS0088.The horizontal coordinates were established by GPS observations
GS0088.and adjusted by the Woolpert Consultants in March 1997.
GS0088
GS0088.The orthometric height was determined by GPS observations.
GS0088
GS0088
GS0088.The geoid height was determined by GEOID93.
GS0088
GS0088; North East Scale Converg.
GS0088;SPC OH N - 172849.381 685580.320 0.99994260 +0 40 13.83 MT
GS0088;SPC OH N - 567090.011 2249274.767 US SURVEY FEET
GS0088
GS0088_STATION MARK IS A SURVEY DISK
GS0088_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0088_THE MARK IS STAMPED: SUMMIT COUNTY GIS 88
GS0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0088+STABILITY: SURFACE MOTION
GS0088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0088+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0088
GS0088 HISTORY - Year Condition Recov. By
GS0088 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0088
GS0088 STATION DESCRIPTION
GS0088
GS0088'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0088'THE STATION IS LOCATED 44.3' SOUTHWEST OF CENTERLINE OF PAVEMENT OF
GS0088'BARLOW ROAD AND 29.7' SOUTHWEST OF LINCOLN. IT IS ALSO 45.3'
GS0088'SOUTHWEST OF THE POINT OF INTERSECTION OF BARLOW AND LINCOLN ROADS
GS0088'50.3' SOUTHWEST OF A POWER POLE.
GS0088
|
|
|
|
|
|
|
|
|
|
|
|
2249274.25
|
567089.5625
|
0101000020960E0000974E14621D29414192FABA05644E2141
|
true
|
2013-08-19 09:01:00 -0400
|
false
|
41.21870933055555555556
|
-81.47936081388888888889
|
-81.4793608138889
|
41.2187093305554
|
2249274.76624472
|
567090.01119216
|
685580.31991203
|
172849.381110115
|
599
|
599
|
SUMMIT COUNTY GIS 89
|
GS0089
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
89
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2002 GOOD COSEHISTORY - 2006 GOOD SCEHISTORY - 2013 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
1.60789
|
N
|
81
|
25
|
36.73068
|
W
|
ADJUSTED
|
-33.69
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
172724.985
|
689983.655
|
0.9999425
|
+
|
0
|
42
|
17.9
|
|
MT
|
C
|
|
|
|
341.577
|
1120.657
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE SOUTH SIDE OF TEREX ROAD 0.05 MILES
EAST OF BARLOW ROAD. IT IS ALSO 48.0' SOUTH OF CENTERLINE OF
PAVEMENT OF BARLOW ROAD, 13.8' SOUTHEAST OF A GAS LINE METER,
2' SOUTH OF A LARGE POWER/LIGHT POLE WITH NO NUMBER, 130' EAST
OF A FIRE HYDRANT AND IN FRONT OF HUDSON INDUSTRIAL PARK.
|
2017-10-06 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0089 ***********************************************************************
GS0089 DESIGNATION - SUMMIT COUNTY GIS 89
GS0089 PID - GS0089
GS0089 STATE/COUNTY- OH/SUMMIT
GS0089 USGS QUAD - HUDSON
GS0089
GS0089 HORZ DATUM - NAD 83(1986)
GS0089 VERT DATUM - NGVD 88
GS0089
GS0089 POSITION - 41 13 01.60789(N) 081 25 36.73068(W) ADJUSTED
GS0089 83 minus 27 -
GS0089
GS0089 HEIGHT - 341.577 (meters) 1120.657 (feet) GPS OBS
GS0089 88 minus 29 -
GS0089 ***********************************************************************
GS0089 LAPLACE CORR-
GS0089 GEOID HEIGHT- -33.695
GS0089
GS0089 HORZ ORDER - FIRST
GS0089 VERT ORDER - THIRD
GS0089
GS0089.The horizontal coordinates were established by GPS observations
GS0089.and adjusted by the Woolpert Consultants in March 1997.
GS0089
GS0089.The orthometric height was determined by GPS observations.
GS0089
GS0089
GS0089.The geoid height was determined by GEOID93.
GS0089
GS0089; North East Scale Converg.
GS0089;SPC OH N - 172724.985 689983.655 0.99994250 +0 42 17.97 MT
GS0089;SPC OH N - 566681.888 2263721.375 US SURVEY FEET
GS0089
GS0089_STATION MARK IS A SURVEY DISK
GS0089_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0089_THE MARK IS STAMPED: SUMMIT COUNTY GIS 89
GS0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0089+STABILITY: SURFACE MOTION
GS0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0089+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0089
GS0089 HISTORY - Year Condition Recov. By
GS0089 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0089
GS0089 STATION DESCRIPTION
GS0089
GS0089'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0089'THE STATION IS LOCATED ON THE SOUTH SIDE OF TEREX ROAD 0.05 MILES
GS0089'EAST OF BARLOW ROAD. IT IS ALSO 48.0' SOUTH OF CENTERLINE OF
GS0089'PAVEMENT OF BARLOW ROAD 79.8' NORTHWEST OF A POWER TELEPHONE POLE
GS0089'AND 13.8' SOUTHEAST OF A GAS LINE METER.
GS0089
|
|
|
|
|
|
|
|
|
|
|
|
2263720.75
|
566681.9375
|
0101000020960E000073531CB05445414160A667C6334B2141
|
true
|
2013-08-19 09:02:00 -0400
|
false
|
41.21711330277777777778
|
-81.42686963333333333334
|
-81.4268696333333
|
41.2171133027776
|
2263721.37586444
|
566681.887509536
|
689983.655330791
|
172724.984762858
|
600
|
600
|
SUMMIT COUNTY GIS 90
|
GS0090
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
90
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2012 GOOD SCE HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
31.33675
|
N
|
81
|
40
|
59.87443
|
W
|
ADJUSTED
|
-33.67
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
169707.496
|
668508.502
|
0.9999415
|
+
|
0
|
32
|
11.5
|
|
MT
|
C
|
|
|
|
318.277
|
1044.214
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.8' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
MEDINA LINE ROAD AND .75 MILES SOUTH OF EVERETT ROAD. IT IS ALSO
95.7' NORTHEAST OF A POWER POLE # BA1737 30.3' NORTHEAST OF A POWER POLE
# BA1173 AND SOUTH OF A GRAVEL DRIVEWAY FOR HOUSE #2070 MEDINA LINE ROAD ON THE OPPOSITE SIDE OF THE ROAD.
|
2018-09-04 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0090 ***********************************************************************
GS0090 DESIGNATION - SUMMIT COUNTY GIS 90
GS0090 PID - GS0090
GS0090 STATE/COUNTY- OH/SUMMIT
GS0090 USGS QUAD - WEST RICHFIELD
GS0090
GS0090 HORZ DATUM - NAD 83(1986)
GS0090 VERT DATUM - NGVD 88
GS0090
GS0090 POSITION - 41 11 31.33675(N) 081 40 59.87443(W) ADJUSTED
GS0090 83 minus 27 -
GS0090
GS0090 HEIGHT - 318.277 (meters) 1044.214 (feet) GPS OBS
GS0090 88 minus 29 -
GS0090 ***********************************************************************
GS0090 LAPLACE CORR-
GS0090 GEOID HEIGHT- -33.676
GS0090
GS0090 HORZ ORDER - FIRST
GS0090 VERT ORDER - THIRD
GS0090
GS0090.The horizontal coordinates were established by GPS observations
GS0090.and adjusted by the Woolpert Consultants in March 1997.
GS0090
GS0090.The orthometric height was determined by GPS observations.
GS0090
GS0090
GS0090.The geoid height was determined by GEOID93.
GS0090
GS0090; North East Scale Converg.
GS0090;SPC OH N - 169707.496 668508.502 0.99994150 +0 32 11.51 MT
GS0090;SPC OH N - 556782.010 2193264.977 US SURVEY FEET
GS0090
GS0090_STATION MARK IS A SURVEY DISK
GS0090_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0090_THE MARK IS STAMPED: SUMMIT COUNTY GIS 90
GS0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0090+STABILITY: SURFACE MOTION
GS0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0090+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0090
GS0090 HISTORY - Year Condition Recov. By
GS0090 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0090 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0090
GS0090 STATION DESCRIPTION
GS0090
GS0090'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0090'THE STATION IS LOCATED 28.8' SOUTHEAST OF CENTERLINE OF PAVEMENT OF
GS0090'MEDINA LINE ROAD AND .75 MILES SOUTH OF EVERETT ROAD. IT IS ALSO
GS0090'95.7' NORTHEAST OF A POWER POLE # BA1737 30.3' NORTHEAST OF A POWER POLE # BA1173 AND
GS0090'SOUTH OF A GRAVEL DRIVEWAY FOR HOUSE #2070 MEDINA LINE ROAD ON THE
GS0090'OPPOSITE SIDE OF THE ROAD.
GS0090
|
|
|
|
|
|
|
|
|
|
|
|
2193265.5
|
556782.5625
|
0101000020960E0000A858F37CB8BB404126625B05DCFD2041
|
true
|
2011-02-24 09:33:00 -0500
|
false
|
41.19203798611111111111
|
-81.68329845277777777778
|
-81.6832984527778
|
41.192037986111
|
2193264.97617634
|
556782.010462825
|
668508.501755552
|
169707.496204044
|
604
|
604
|
SUMMIT COUNTY GIS 91
|
GS0091
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
91
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
19.51341
|
N
|
81
|
39
|
56.17131
|
W
|
ADJUSTED
|
-33.66
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
169356.843
|
669996.306
|
0.9999413
|
+
|
0
|
32
|
53.3
|
|
MT
|
C
|
|
|
|
307.277
|
1008.125
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 28.3' SOUTH OF CENTERLINE OF PAVEMENT OF IRA
ROAD AND 51.8' EAST OF CENTERLINE OF PAVEMENT OF HAMETOWN ROAD. IT
IS ALSO 57.6' SOUTHEAST OF THE POINT OF INTERSECTION OF IRA AND
HAMETOWN ROADS 121.3' SOUTHWEST OF A POWER POLE. IT IS
18.4' EAST OF A POWER POLE # 47000/4500.
|
2022-01-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0091 ***********************************************************************
GS0091 DESIGNATION - SUMMIT COUNTY GIS 91
GS0091 PID - GS0091
GS0091 STATE/COUNTY- OH/SUMMIT
GS0091 USGS QUAD - WEST RICHFIELD
GS0091
GS0091 HORZ DATUM - NAD 83(1986)
GS0091 VERT DATUM - NGVD 88
GS0091
GS0091 POSITION - 41 11 19.51341(N) 081 39 56.17131(W) ADJUSTED
GS0091 83 minus 27 -
GS0091
GS0091 HEIGHT - 307.277 (meters) 1008.125 (feet) GPS OBS
GS0091 88 minus 29 -
GS0091 ***********************************************************************
GS0091 LAPLACE CORR-
GS0091 GEOID HEIGHT- -33.668
GS0091
GS0091 HORZ ORDER - FIRST
GS0091 VERT ORDER - THIRD
GS0091
GS0091.The horizontal coordinates were established by GPS observations
GS0091.and adjusted by the Woolpert Consultants in March 1997.
GS0091
GS0091.The orthometric height was determined by GPS observations.
GS0091
GS0091
GS0091.The geoid height was determined by GEOID93.
GS0091
GS0091; North East Scale Converg.
GS0091;SPC OH N - 169356.843 669996.306 0.99994130 +0 32 53.36 MT
GS0091;SPC OH N - 555631.576 2198146.214 US SURVEY FEET
GS0091
GS0091_STATION MARK IS A SURVEY DISK
GS0091_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0091_THE MARK IS STAMPED: SUMMIT COUNTY GIS 91
GS0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0091+STABILITY: SURFACE MOTION
GS0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0091+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0091
GS0091 HISTORY - Year Condition Recov. By
GS0091 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0091 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0091
GS0091 STATION DESCRIPTION
GS0091
GS0091'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0091'THE STATION IS LOCATED 28.3' SOUTH OF CENTERLINE OF PAVEMENT OF IRA
GS0091'ROAD AND 51.8' EAST OF CENTERLINE OF PAVEMENT OF HAMETOWN ROAD. IT
GS0091'IS ALSO 57.6' SOUTHEAST OF THE POINT OF INTERSECTION OF IRA AND
GS0091'HAMETOWN ROADS 121.3' SOUTHWEST OF A POWER POLE.
GS0091
|
|
|
|
|
|
|
|
|
|
|
|
2198146.0
|
555632.0625
|
0101000020960E0000A01A8E1B41C54041FC772E26DFF42041
|
true
|
2011-02-24 09:34:00 -0500
|
false
|
41.188753725
|
-81.66560314166666666667
|
-81.6656031416667
|
41.1887537249998
|
2198146.21527417
|
555631.574573278
|
669996.306408179
|
169356.842643603
|
605
|
605
|
SUMMIT COUNTY GIS 92
|
GS0092
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
92
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2005 - GOOD COSE SURVEY FIELD CREWHISTORY - 2010 - GOOD COSE SURVEY FIELD CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
52.83946
|
N
|
81
|
38
|
12.24958
|
W
|
ADJUSTED
|
-33.68
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
170408.388
|
672407.675
|
0.9999417
|
+
|
0
|
34
|
1.63
|
|
MT
|
C
|
|
|
|
359.337
|
1178.925
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 39.4' EAST OF CENTERLINE OF PAVEMENT OF
CLEVELAND-MASSILLON ROAD AND 53.2' SOUTH OF CENTERLINE OF PAVEMENT
OF SPRING VALLEY ROAD. IT IS ALSO 71.9' SOUTHEAST OF THE POINT OF
INTERSECTION OF CLEVELAND-MASSILLON AND SPRING VALLEY ROADS 11.4'
NORTHWEST OF A R/W MARKER AND 15.0' NORTHEAST OF AN INLET.
|
2022-01-07 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0092 ***********************************************************************
GS0092 DESIGNATION - SUMMIT COUNTY GIS 92
GS0092 PID - GS0092
GS0092 STATE/COUNTY- OH/SUMMIT
GS0092 USGS QUAD - WEST RICHFIELD
GS0092
GS0092 HORZ DATUM - NAD 83(1986)
GS0092 VERT DATUM - NGVD 88
GS0092
GS0092 POSITION - 41 11 52.83946(N) 081 38 12.24958(W) ADJUSTED
GS0092 83 minus 27 -
GS0092
GS0092 HEIGHT - 359.337 (meters) 1178.925 (feet) GPS OBS
GS0092 88 minus 29 -
GS0092 ***********************************************************************
GS0092 LAPLACE CORR-
GS0092 GEOID HEIGHT- -33.689
GS0092
GS0092 HORZ ORDER - FIRST
GS0092 VERT ORDER - THIRD
GS0092
GS0092.The horizontal coordinates were established by GPS observations
GS0092.and adjusted by the Woolpert Consultants in March 1997.
GS0092
GS0092.The orthometric height was determined by GPS observations.
GS0092
GS0092
GS0092.The geoid height was determined by GEOID93.
GS0092
GS0092; North East Scale Converg.
GS0092;SPC OH N - 170408.388 672407.675 0.99994170 +0 34 1.637 MT
GS0092;SPC OH N - 559081.520 2206057.514 US SURVEY FEET
GS0092
GS0092_STATION MARK IS A SURVEY DISK
GS0092_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0092_THE MARK IS STAMPED: SUMMIT COUNTY GIS 92
GS0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0092+STABILITY: SURFACE MOTION
GS0092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0092+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0092
GS0092 HISTORY - Year Condition Recov. By
GS0092 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0092 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0092
GS0092 STATION DESCRIPTION
GS0092
GS0092'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0092'THE STATION IS LOCATED 39.4' EAST OF CENTERLINE OF PAVEMENT OF
GS0092'CLEVELAND-MASSILLON ROAD AND 53.2' SOUTH OF CENTERLINE OF PAVEMENT
GS0092'OF SPRING VALLEY ROAD. IT IS ALSO 71.9' SOUTHEAST OF THE POINT OF
GS0092'INTERSECTION OF CLEVELAND-MASSILLON AND SPRING VALLEY ROADS 11.4'
GS0092'NORTHWEST OF A R/W MARKER AND 15.0'NORTHEAST OF AN INLET.
GS0092
|
|
|
|
|
|
|
|
|
|
|
|
2206058.0
|
559081.0
|
0101000020960E00001F1AD0C1B4D44041EC4BBF09D30F2141
|
true
|
2011-01-04 02:02:00 -0500
|
false
|
41.19801096111111111111
|
-81.63673599444444444444
|
-81.6367359944445
|
41.198010961111
|
2206057.51416327
|
559081.519037602
|
672407.675132315
|
170408.387819421
|
606
|
606
|
SUMMIT COUNTY GIS 93
|
GS0093
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
93
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2010 GOOD COSE SURVEY CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
20.60858
|
N
|
81
|
37
|
34.78962
|
W
|
ADJUSTED
|
-33.67
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
169422.885
|
673290.388
|
0.9999414
|
+
|
0
|
34
|
26.2
|
|
MT
|
C
|
|
|
|
353.674
|
1160.345
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 17.6' NORTH OF CENTERLINE OF PAVEMENT OF IRA
ROAD 120.1' WEST OF WESTERN MOST PILE AT NORTH PIER OF SOUTH BOUND
LANE OF I-77 61.7' SOUTHEAST OF A TELEPHONE POLE AND 54.4'
NORTHEAST OF THE NORTHEAST LEG OF A TRUSS TYPE ELECTRICAL
TRANSMISSION TOWER.
|
2022-01-07 00:00:00 -0500
|
COSE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0093 ***********************************************************************
GS0093 DESIGNATION - SUMMIT COUNTY GIS 93
GS0093 PID - GS0093
GS0093 STATE/COUNTY- OH/SUMMIT
GS0093 USGS QUAD - WEST RICHFIELD
GS0093
GS0093 HORZ DATUM - NAD 83(1986)
GS0093 VERT DATUM - NGVD 88
GS0093
GS0093 POSITION - 41 11 20.60858(N) 081 37 34.78962(W) ADJUSTED
GS0093 83 minus 27 -
GS0093
GS0093 HEIGHT - 353.674 (meters) 1160.345 (feet) GPS OBS
GS0093 88 minus 29 -
GS0093 ***********************************************************************
GS0093 LAPLACE CORR-
GS0093 GEOID HEIGHT- -33.673
GS0093
GS0093 HORZ ORDER - FIRST
GS0093 VERT ORDER - THIRD
GS0093
GS0093.The horizontal coordinates were established by GPS observations
GS0093.and adjusted by the Woolpert Consultants in March 1997.
GS0093
GS0093.The orthometric height was determined by GPS observations.
GS0093
GS0093
GS0093.The geoid height was determined by GEOID93.
GS0093
GS0093; North East Scale Converg.
GS0093;SPC OH N - 169422.885 673290.388 0.99994140 +0 34 26.24 MT
GS0093;SPC OH N - 555848.249 2208953.548 US SURVEY FEET
GS0093
GS0093_STATION MARK IS A SURVEY DISK
GS0093_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0093_THE MARK IS STAMPED: SUMMIT COUNTY GIS 93
GS0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0093+STABILITY: SURFACE MOTION
GS0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0093+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0093
GS0093 HISTORY - Year Condition Recov. By
GS0093 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0093
GS0093 STATION DESCRIPTION
GS0093
GS0093'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0093'THE STATION IS LOCATED 17.6' NORTH OF CENTERLINE OF PAVEMENT OF IRA
GS0093'ROAD 120.1' WEST OF WESTERN MOST PILE AT NORTH PIER OF SOUTH BOUND
GS0093'LANE OF I-77 61.7' SOUTHEAST OF A TELEPHONE POLE AND 54.4'
GS0093'NORTHEAST OF THE NORTHEAST LEG OF A TRUSS TYPE ELECTRICAL
GS0093'TRANSMISSION TOWER.
GS0093
|
|
|
|
|
|
|
|
|
|
|
|
2208954.25
|
555847.6875
|
0101000020960E000023E905C65CDA4041925B937F90F62041
|
true
|
2010-11-29 02:12:00 -0500
|
false
|
41.18905793888888888889
|
-81.62633045
|
-81.62633045
|
41.1890579388887
|
2208953.54705538
|
555848.249171125
|
673290.387723255
|
169422.885193112
|
607
|
607
|
SUMMIT COUNTY GIS 94
|
GS0094
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
94
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2002 GOOD COSE CREWHISTORY - 2004 - GOOD COSE CREWHISTORY - 2005 - GOOD COSE CREWHISTORY - 2010 - GOOD COSE CREW - 2022 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
49.93082
|
N
|
81
|
36
|
24.19797
|
W
|
ADJUSTED
|
-33.69
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
170344.02
|
674926.009
|
0.9999417
|
+
|
0
|
35
|
12.6
|
|
MT
|
C
|
|
|
|
325.855
|
1069.076
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED AT THE EAST EDGE OF THE OXBOW ROAD
CUL-DE-SAC AND 0.20 MILES SOUTHEAST OF FARMSTEAD ROAD. IT IS ALSO
51.6' NORTHEAST OF A CATCH BASIN 78.6' NORTHEAST OF A CABLE T.V.
JUNCTION BOX AND 85' SOUTHEAST OF A GAS LINE MARKER.
|
2022-01-07 00:00:00 -0500
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0094 ***********************************************************************
GS0094 DESIGNATION - SUMMIT COUNTY GIS 94
GS0094 PID - GS0094
GS0094 STATE/COUNTY- OH/SUMMIT
GS0094 USGS QUAD - PENINSULA
GS0094
GS0094 HORZ DATUM - NAD 83(1986)
GS0094 VERT DATUM - NGVD 88
GS0094
GS0094 POSITION - 41 11 49.93082(N) 081 36 24.19797(W) ADJUSTED
GS0094 83 minus 27 -
GS0094
GS0094 HEIGHT - 325.855 (meters) 1069.076 (feet) GPS OBS
GS0094 88 minus 29 -
GS0094 ***********************************************************************
GS0094 LAPLACE CORR-
GS0094 GEOID HEIGHT- -33.697
GS0094
GS0094 HORZ ORDER - FIRST
GS0094 VERT ORDER - THIRD
GS0094
GS0094.The horizontal coordinates were established by GPS observations
GS0094.and adjusted by the Woolpert Consultants in March 1997.
GS0094
GS0094.The orthometric height was determined by GPS observations.
GS0094
GS0094
GS0094.The geoid height was determined by GEOID93.
GS0094
GS0094; North East Scale Converg.
GS0094;SPC OH N - 170344.020 674926.009 0.99994170 +0 35 12.62 MT
GS0094;SPC OH N - 558870.339 2214319.748 US SURVEY FEET
GS0094
GS0094_STATION MARK IS A SURVEY DISK
GS0094_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0094_THE MARK IS STAMPED: SUMMIT COUNTY GIS 94
GS0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0094+STABILITY: SURFACE MOTION
GS0094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0094+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0094
GS0094 HISTORY - Year Condition Recov. By
GS0094 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0094
GS0094 STATION DESCRIPTION
GS0094
GS0094'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0094'THE STATION IS LOCATED AT THE EAST EDGE OF THE OXBOW ROAD
GS0094'CUL-DE-SAC AND 0.20 MILES SOUTHEAST OF FARMSTEAD ROAD. IT IS ALSO
GS0094'51.6' NORTHEAST OF A CATCH BASIN 78.6' NORTHEAST OF A CABLE T.V.
GS0094'JUNCTION BOX AND 83.4' SOUTHEAST OF A GAS LINE METER.
GS0094
|
|
|
|
|
|
|
|
|
|
|
|
2214320.25
|
558870.9375
|
0101000020960E0000E793AEDFD7E44041A49134AD2C0E2141
|
true
|
2011-01-04 02:00:00 -0500
|
false
|
41.19720300555555555555
|
-81.60672165833333333333
|
-81.6067216583333
|
41.1972030055554
|
2214319.74751519
|
558870.338291694
|
674926.008894648
|
170344.019799328
|
608
|
608
|
SUMMIT COUNTY GIS 95
|
GS0095
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
95
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2022 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
15.11709
|
N
|
81
|
34
|
37.80825
|
W
|
ADJUSTED
|
-33.71
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
171146.721
|
677396.506
|
0.9999419
|
+
|
0
|
36
|
22.5
|
|
MT
|
C
|
|
|
|
226.315
|
742.502
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 15.9' SOUTH OF CENTERLINE OF PAVEMENT OF
EVERETT ROAD AND .26 MILES WEST OF RIVERVIEW ROAD. IT IS ALSO
139.3' NORTHWEST OF A POWER POLE AND 111.9' NORTHEAST OF A POWER
POLE. IT IS INSIDE A 10 INCH CAST IRON BOX.
GOOD FOR GPS.
|
2021-12-05 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0095 ***********************************************************************
GS0095 DESIGNATION - SUMMIT COUNTY GIS 95
GS0095 PID - GS0095
GS0095 STATE/COUNTY- OH/SUMMIT
GS0095 USGS QUAD - PENINSULA
GS0095
GS0095 HORZ DATUM - NAD 83(1986)
GS0095 VERT DATUM - NGVD 88
GS0095
GS0095 POSITION - 41 12 15.11709(N) 081 34 37.80825(W) ADJUSTED
GS0095 83 minus 27 -
GS0095
GS0095 HEIGHT - 226.315 (meters) 742.502 (feet) GPS OBS
GS0095 88 minus 29 -
GS0095 ***********************************************************************
GS0095 LAPLACE CORR-
GS0095 GEOID HEIGHT- -33.714
GS0095
GS0095 HORZ ORDER - FIRST
GS0095 VERT ORDER - THIRD
GS0095
GS0095.The horizontal coordinates were established by GPS observations
GS0095.and adjusted by the Woolpert Consultants in March 1997.
GS0095
GS0095.The orthometric height was determined by GPS observations.
GS0095
GS0095
GS0095.The geoid height was determined by GEOID93.
GS0095
GS0095; North East Scale Converg.
GS0095;SPC OH N - 171146.721 677396.506 0.99994190 +0 36 22.51 MT
GS0095;SPC OH N - 561503.867 2222425.037 US SURVEY FEET
GS0095
GS0095_STATION MARK IS A SURVEY DISK
GS0095_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0095_THE MARK IS STAMPED: SUMMIT COUNTY GIS 95
GS0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0095+STABILITY: SURFACE MOTION
GS0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0095+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0095
GS0095 HISTORY - Year Condition Recov. By
GS0095 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0095 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0095
GS0095 STATION DESCRIPTION
GS0095
GS0095'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0095'THE STATION IS LOCATED 15.9' SOUTH OF CENTERLINE OF PAVEMENT OF
GS0095'EVERETT ROAD AND .26 MILES WEST OF RIVERVIEW ROAD. IT IS ALSO
GS0095'139.3' NORTHWEST OF A POWER POLE AND 111.9' NORTHEAST OF A POWER
GS0095'POLE.
GS0095
|
|
|
|
|
|
|
|
|
|
|
|
2222424.5
|
561504.4375
|
0101000020960E0000374D8684ACF440412FF170BBBF222141
|
true
|
2011-01-12 08:35:00 -0500
|
false
|
41.20419919166666666667
|
-81.57716895833333333334
|
-81.5771689583333
|
41.2041991916665
|
2222425.03534856
|
561503.866096055
|
677396.505567252
|
171146.720679502
|
609
|
609
|
SUMMIT COUNTY GIS 96
|
GS0096
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
96
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSE CREWHISTORY - 2012 GOOD COSE SURVEY CREW HISTORY- 2017- GOOD
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
38.6943
|
N
|
81
|
34
|
38.39216
|
W
|
ADJUSTED
|
-33.69
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
170023.085
|
677394.789
|
0.9999416
|
+
|
0
|
36
|
22.1
|
|
MT
|
C
|
|
|
|
221.518
|
726.764
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED ON THE EAST SIDE OF RIVERVIEW ROAD 45.6'
SOUTHEAST OF CENTERLINE OF PAVEMENT OF RIVERVIEW ROAD 58.5'
SOUTHWEST OF A CATCH BASIN AND 38.8' NORTHWEST OF A POWER POLE.
45 FEET NORTH OF CENTERLINE HALE FARM TRAIL.
AT INDIAN SPRINGS MOBILE HOME PARK.
|
2017-09-15 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0096 ***********************************************************************
GS0096 DESIGNATION - SUMMIT COUNTY GIS 96
GS0096 PID - GS0096
GS0096 STATE/COUNTY- OH/SUMMIT
GS0096 USGS QUAD - PENINSULA
GS0096
GS0096 HORZ DATUM - NAD 83(1986)
GS0096 VERT DATUM - NGVD 88
GS0096
GS0096 POSITION - 41 11 38.69430(N) 081 34 38.39216(W) ADJUSTED
GS0096 83 minus 27 -
GS0096
GS0096 HEIGHT - 221.518 (meters) 726.764 (feet) GPS OBS
GS0096 88 minus 29 -
GS0096 ***********************************************************************
GS0096 LAPLACE CORR-
GS0096 GEOID HEIGHT- -33.694
GS0096
GS0096 HORZ ORDER - FIRST
GS0096 VERT ORDER - THIRD
GS0096
GS0096.The horizontal coordinates were established by GPS observations
GS0096.and adjusted by the Woolpert Consultants in March 1997.
GS0096
GS0096.The orthometric height was determined by GPS observations.
GS0096
GS0096
GS0096.The geoid height was determined by GEOID93.
GS0096
GS0096; North East Scale Converg.
GS0096;SPC OH N - 170023.085 677394.789 0.99994160 +0 36 22.13 MT
GS0096;SPC OH N - 557817.405 2222419.404 US SURVEY FEET
GS0096
GS0096_STATION MARK IS A SURVEY DISK
GS0096_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0096_THE MARK IS STAMPED: SUMMIT COUNTY GIS 96
GS0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0096+STABILITY: SURFACE MOTION
GS0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0096+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0096
GS0096 HISTORY - Year Condition Recov. By
GS0096 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0096
GS0096 STATION DESCRIPTION
GS0096
GS0096'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0096'THE STATION IS LOCATED ON THE EAST SIDE OF RIVERVIEW ROAD 45.6'
GS0096'SOUTHEAST OF CENTERLINE OF PAVEMENT OF RIVERVIEW ROAD 58.5'
GS0096'SOUTHWEST OF A CATCH BASIN AND 38.8' NORTHWEST OF A POWER POLE.
GS0096
|
|
|
|
|
|
|
|
|
|
|
|
2222419.25
|
557816.875
|
0101000020960E00005D54A8B3A9F440414BB3A4CEF2052141
|
true
|
2012-08-28 10:03:00 -0400
|
false
|
41.19408175
|
-81.57733115555555555556
|
-81.5773311555555
|
41.1940817499999
|
2222419.40357451
|
557817.403600314
|
677394.788999089
|
170023.084663528
|
610
|
610
|
SUMMIT COUNTY GIS 97
|
GS0097
|
OH
|
Summit
|
PENINSULA
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
97
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2003 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE 2019 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
12
|
34.57311
|
N
|
81
|
33
|
32.1963
|
W
|
ADJUSTED
|
-33.72
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
171763.191
|
678918.521
|
0.9999422
|
+
|
0
|
37
|
5.61
|
|
MT
|
C
|
|
|
|
223.47
|
733.168
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 26.6' NORTHWEST OF CENTERLINE OF PAVEMENT OF
AKRON-PENINSULA ROAD AND 80.3' SOUTHWEST ALONG AKRON-PENINSULA ROAD
FROM THE POINT OF INTERSECTION OF AKRON-PENINSULA AND NORTHAMPTON
ROADS. IT IS ALSO 85.0 WEST OF THIS INTERSECTION 26.1' EAST OF A
POWER POLE 81.8' SOUTHWEST OF A POWER POLE AND 57.6' NORTHWEST OF
A POWER POLE, 24.3' NORTHEAST OF POWER POLE #BO-1544
FAIR GPS.
|
2019-07-10 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0097 ***********************************************************************
GS0097 DESIGNATION - SUMMIT COUNTY GIS 97
GS0097 PID - GS0097
GS0097 STATE/COUNTY- OH/SUMMIT
GS0097 USGS QUAD - PENINSULA
GS0097
GS0097 HORZ DATUM - NAD 83(1986)
GS0097 VERT DATUM - NGVD 88
GS0097
GS0097 POSITION - 41 12 34.57311(N) 081 33 32.19630(W) ADJUSTED
GS0097 83 minus 27 -
GS0097
GS0097 HEIGHT - 223.470 (meters) 733.168 (feet) GPS OBS
GS0097 88 minus 29 -
GS0097 ***********************************************************************
GS0097 LAPLACE CORR-
GS0097 GEOID HEIGHT- -33.727
GS0097
GS0097 HORZ ORDER - FIRST
GS0097 VERT ORDER - THIRD
GS0097
GS0097.The horizontal coordinates were established by GPS observations
GS0097.and adjusted by the Woolpert Consultants in March 1997.
GS0097
GS0097.The orthometric height was determined by GPS observations.
GS0097
GS0097
GS0097.The geoid height was determined by GEOID93.
GS0097
GS0097; North East Scale Converg.
GS0097;SPC OH N - 171763.191 678918.521 0.99994220 +0 37 5.618 MT
GS0097;SPC OH N - 563526.402 2227418.514 US SURVEY FEET
GS0097
GS0097_STATION MARK IS A SURVEY DISK
GS0097_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0097_THE MARK IS STAMPED: SUMMIT COUNTY GIS 97
GS0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0097+STABILITY: SURFACE MOTION
GS0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0097+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0097
GS0097 HISTORY - Year Condition Recov. By
GS0097 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0097 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
GS0097
GS0097 STATION DESCRIPTION
GS0097
GS0097'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0097'THE STATION IS LOCATED 26.6' NORTHWEST OF CENTERLINE OF PAVEMENT OF
GS0097'AKRON-PENINSULA ROAD AND 80.3' SOUTHWEST ALONG AKRON-PENINSULA ROAD
GS0097'FROM THE POINT OF INTERSECTION OF AKRON-PENINSULA AND NORTHAMPTON
GS0097'ROADS. IT IS ALSO 85.0 WEST OF THIS INTERSECTION 26.1' EAST OF A
GS0097'POWER POLE 81.8' SOUTHWEST OF A POWER POLE AND 57.6' NORTHWEST OF
GS0097'A POWER POLE.
GS0097
|
|
|
|
|
|
|
|
|
|
|
|
2227418.25
|
563525.9375
|
0101000020960E00009727C6416DFE4041D499B8CE8C322141
|
true
|
2011-01-12 08:02:00 -0500
|
false
|
41.20960364166666666667
|
-81.55894341666666666667
|
-81.5589434166667
|
41.2096036416665
|
2227418.5138597
|
563526.403752143
|
678918.520861478
|
171763.191390022
|
611
|
611
|
SUMMIT COUNTY GIS 104
|
GS0104
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
104
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
56.15533
|
N
|
81
|
24
|
22.39039
|
W
|
ADJUSTED
|
-33.66
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
170727.597
|
691740.428
|
0.9999418
|
+
|
0
|
43
|
6.81
|
|
MT
|
C
|
|
|
|
338.603
|
1110.9
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 19.1' WEST OF CENTERLINE OF PAVEMENT OF PARK
VISTA COURT AND 93.4' NORTH OF EXTENDED CENTERLINE OF PAVEMENT OF
CALAIS STREET. IT IS ALSO 95.3' NORTHWEST OF THE POINT OF
INTERSECTION OF PARK VISTA COURT AND CALAIS STREET 74.3' NORTHEAST
OF A PETROLEUM PIPELINE.
2004, 1 FT. EAST OF SIDEWALK ACROSS FROM HSE#5397 PARK VISTA COURT
ROUND MONUMENT BOX SET ON TOP.
|
2017-10-10 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0104 ***********************************************************************
GS0104 DESIGNATION - SUMMIT COUNTY GIS 104
GS0104 PID - GS0104
GS0104 STATE/COUNTY- OH/SUMMIT
GS0104 USGS QUAD - HUDSON
GS0104
GS0104 HORZ DATUM - NAD 83(1986)
GS0104 VERT DATUM - NGVD 88
GS0104
GS0104 POSITION - 41 11 56.15533(N) 081 24 22.39039(W) ADJUSTED
GS0104 83 minus 27 -
GS0104
GS0104 HEIGHT - 338.603 (meters) 1110.900 (feet) GPS OBS
GS0104 88 minus 29 -
GS0104 ***********************************************************************
GS0104 LAPLACE CORR-
GS0104 GEOID HEIGHT- -33.665
GS0104
GS0104 HORZ ORDER - FIRST
GS0104 VERT ORDER - THIRD
GS0104
GS0104.The horizontal coordinates were established by GPS observations
GS0104.and adjusted by the Woolpert Consultants in March 1997.
GS0104
GS0104.The orthometric height was determined by GPS observations.
GS0104
GS0104
GS0104.The geoid height was determined by GEOID93.
GS0104
GS0104; North East Scale Converg.
GS0104;SPC OH N - 170727.597 691740.428 0.99994180 +0 43 6.813 MT
GS0104;SPC OH N - 560128.791 2269485.054 US SURVEY FEET
GS0104
GS0104_STATION MARK IS A SURVEY DISK
GS0104_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0104_THE MARK IS STAMPED: SUMMIT COUNTY GIS 104
GS0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0104+STABILITY: SURFACE MOTION
GS0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0104+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0104
GS0104 HISTORY - Year Condition Recov. By
GS0104 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0104
GS0104 STATION DESCRIPTION
GS0104
GS0104'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0104'THE STATION IS LOCATED 19.1' WEST OF CENTERLINE OF PAVEMENT OF PARK
GS0104'VISTA COURT AND 93.4' NORTH OF EXTENDED CENTERLINE IF PAVEMENT OF
GS0104'CALAIS STREET. IT IS ALSO 95.3' NORTHWEST OF THE POINT OF
GS0104'INTERSECTION OF PARK VISTA COURT AND CALAIS STREET 74.3' NORTHEAST
GS0104'OF A PETROLEUM PIPELINE.
GS0104
|
|
|
|
|
|
|
|
|
|
|
|
2269485.0
|
560129.0
|
0101000020960E00001BE5CB869650414182685F9501182141
|
true
|
2013-07-30 07:05:00 -0400
|
false
|
41.19893203611111111111
|
-81.40621955277777777778
|
-81.4062195527778
|
41.198932036111
|
2269485.05309738
|
560128.791743532
|
691740.427664937
|
170727.597178609
|
612
|
612
|
SUMMIT COUNTY GIS 105
|
GS0105
|
OH
|
Summit
|
HUDSON
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
105
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 2001 GOOD COSEHISTORY - 2004 GOOD COSEHISTORY - 2013 GOOD COSE HISTORY 2017 GOOD SCE
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
11
|
57.60164
|
N
|
81
|
23
|
37.07037
|
W
|
ADJUSTED
|
-33.66
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
170785.527
|
692795.694
|
0.9999418
|
+
|
0
|
43
|
36.5
|
|
MT
|
C
|
|
|
|
331.149
|
1086.445
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 17.3' NORTHEAST OF CENTERLINE OF PAVEMENT OF
NORTON AVENUE AND 36.5' SOUTHWEST OF EXTENDED CENTERLINE OF
PAVEMENT OF CAMDEN DRIVE. IT IS ALSO 41.9' SOUTHEAST OF A SURVEY
MONUMENT NEAR THE POINT OF INTERSECTION OF NORTON ROAD AND CAMDEN
DRIVE 57.3' NORTHWEST OF A FIRE HYDRANT AND 16.4' SOUTHEAST OF A
WATER VALVE BOX, 24.8 FEET WEST OF POLE #5141/315 AND 18.0' SOUTH OF A STREET SIGN FOR NORTON RD AND RAVINEVIEW CR. 1' NORTHEAST END OF CURB
|
2017-10-10 00:00:00 -0400
|
SCE
|
Good
|
Fair
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0105 ***********************************************************************
GS0105 DESIGNATION - SUMMIT COUNTY GIS 105
GS0105 PID - GS0105
GS0105 STATE/COUNTY- OH/SUMMIT
GS0105 USGS QUAD - HUDSON
GS0105
GS0105 HORZ DATUM - NAD 83(1986)
GS0105 VERT DATUM - NGVD 88
GS0105
GS0105 POSITION - 41 11 57.60164(N) 081 23 37.07037(W) ADJUSTED
GS0105 83 minus 27 -
GS0105
GS0105 HEIGHT - 331.149 (meters) 1086.445 (feet) GPS OBS
GS0105 88 minus 29 -
GS0105 ***********************************************************************
GS0105 LAPLACE CORR-
GS0105 GEOID HEIGHT- -33.665
GS0105
GS0105 HORZ ORDER - FIRST
GS0105 VERT ORDER - THIRD
GS0105
GS0105.The horizontal coordinates were established by GPS observations
GS0105.and adjusted by the Woolpert Consultants in March 1997.
GS0105
GS0105.The orthometric height was determined by GPS observations.
GS0105
GS0105
GS0105.The geoid height was determined by GEOID93.
GS0105
GS0105; North East Scale Converg.
GS0105;SPC OH N - 170785.527 692795.694 0.99994180 +0 43 36.58 MT
GS0105;SPC OH N - 560318.850 2272947.206 US SURVEY FEET
GS0105
GS0105_STATION MARK IS A SURVEY DISK
GS0105_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0105_THE MARK IS STAMPED: SUMMIT COUNTY GIS 105
GS0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0105+STABILITY: SURFACE MOTION
GS0105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0105+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0105
GS0105 HISTORY - Year Condition Recov. By
GS0105 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0105
GS0105 STATION DESCRIPTION
GS0105
GS0105'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0105'THE STATION IS LOCATED 17.3' NORTHEAST OF CENTERLINE OF PAVEMENT OF
GS0105'NORTON AVENUE AND 36.5' SOUTHWEST OF EXTENDED CENTERLINE OF
GS0105'PAVEMENT OF CAMDEN DRIVE. IT IS ALSO 41.9' SOUTHEAST OF A SURVEY
GS0105'MONUMENT NEAR THE POINT OF INTERSECTION OF NORTON ROAD AND CAMDEN
GS0105'DRIVE 57.3' NORTHWEST OF A FIRE HYDRANT AND 16.4' SOUTHEAST OF A
GS0105'WATER VALVE BOX.
GS0105
|
|
|
|
|
|
|
|
|
|
|
|
2272947.0
|
560318.625
|
0101000020960E000093BB789A5957414175F946B37D192141
|
true
|
2013-07-31 07:04:00 -0400
|
false
|
41.19933378888888888889
|
-81.39363065833333333333
|
-81.3936306583333
|
41.1993337888887
|
2272947.20680947
|
560318.850150867
|
692795.694226915
|
170785.527097021
|
613
|
613
|
SUMMIT COUNTY GIS 106
|
GS0106
|
OH
|
Summit
|
WEST RICHFIELD
|
Woolpert
|
1994-02-28 00:00:00 -0500
|
Disk in Concrete
|
106
|
Summit County Engineer
|
1996-02-01 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTSHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2010 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
10
|
27.71751
|
N
|
81
|
41
|
10.29217
|
W
|
ADJUSTED
|
-33.63
|
GEOID93
|
The horizontal coordinates were established by GPS observationsand adjusted by the Woolpert Consultants in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
167742.819
|
668284.075
|
0.9999409
|
+
|
0
|
32
|
4.67
|
|
MT
|
C
|
|
|
|
346.104
|
1135.51
|
GPS OBS
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY WOOLPERT CONSULTANTS 1994
THE STATION IS LOCATED 24.7' EAST OF CENTERLINE OF PAVEMENT OF
MEDINA LINE ROAD AND .4 MILES NORTH OF BATH ROAD. IT IS ALSO 75.3'
SOUTH OF A POWER POLE 101.5' NORTH OF A POWER POLE 54'+- SOUTHEAST
OF A 36" CONCRETE CULVERT AND NORTHEAST OF A GRAVEL DRIVEWAY FOR
HOUSE #1386 MEDINA LINE ROAD.
NOT SUITABLE FOR GPS
|
2018-09-05 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 Summit County Engineer Retrieval Date = FEBRUARY 02 1996
GS0106 ***********************************************************************
GS0106 DESIGNATION - SUMMIT COUNTY GIS 106
GS0106 PID - GS0106
GS0106 STATE/COUNTY- OH/SUMMIT
GS0106 USGS QUAD - WEST RICHFIELD
GS0106
GS0106 HORZ DATUM - NAD 83(1986)
GS0106 VERT DATUM - NGVD 88
GS0106
GS0106 POSITION - 41 10 27.71751(N) 081 41 10.29217(W) ADJUSTED
GS0106 83 minus 27 -
GS0106
GS0106 HEIGHT - 346.104 (meters) 1135.510 (feet) GPS OBS
GS0106 88 minus 29 -
GS0106 ***********************************************************************
GS0106 LAPLACE CORR-
GS0106 GEOID HEIGHT- -33.639
GS0106
GS0106 HORZ ORDER - FIRST
GS0106 VERT ORDER - THIRD
GS0106
GS0106.The horizontal coordinates were established by GPS observations
GS0106.and adjusted by the Woolpert Consultants in March 1997.
GS0106
GS0106.The orthometric height was determined by GPS observations.
GS0106
GS0106
GS0106.The geoid height was determined by GEOID93.
GS0106
GS0106; North East Scale Converg.
GS0106;SPC OH N - 167742.819 668284.075 0.99994090 +0 32 4.672 MT
GS0106;SPC OH N - 550336.232 2192528.669 US SURVEY FEET
GS0106
GS0106_STATION MARK IS A SURVEY DISK
GS0106_WITH SETTING: SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
GS0106_THE MARK IS STAMPED: SUMMIT COUNTY GIS 106
GS0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
GS0106+STABILITY: SURFACE MOTION
GS0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
GS0106+SATELLITE: SATELLITE OBSERVATIONS - July 1994
GS0106
GS0106 HISTORY - Year Condition Recov. By
GS0106 HISTORY - 1994 STATION MONUMENTED WOOLPERT CONSULTANTS
GS0106 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
GS0106
GS0106 STATION DESCRIPTION
GS0106
GS0106'DESCRIBED BY WOOLPERT CONSULTANTS 1994
GS0106'THE STATION IS LOCATED 24.7' EAST OF CENTERLINE OF PAVEMENT OF
GS0106'MEDINA LINE ROAD AND .4 MILES NORTH OF BATH ROAD. IT IS ALSO 75.3'
GS0106'SOUTH OF A POWER POLE 101.5' NORTH OF A POWER POLE 54'+- SOUTHEAST
GS0106'OF A 36" CONCRETE CULVERT AND NORTHEAST OF A GRAVEL DRIVEWAY FOR
GS0106'FOUSE #1386 MEDINA LINE ROAD.
GS0106
|
|
|
|
|
|
|
|
|
|
|
|
2192527.75
|
550336.25
|
0101000020960E0000661B8F5548BA4041BE2F9B7780CB2041
|
true
|
2011-02-24 02:48:00 -0500
|
false
|
41.174365975
|
-81.68619226944444444444
|
-81.6861922694444
|
41.1743659749999
|
2192528.66842978
|
550336.233605854
|
668284.074705546
|
167742.819488688
|
633
|
633
|
NF 113
|
MB3073
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 113
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW 2021 GOOD COSE SURVEY CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
20
|
23.8236
|
N
|
81
|
34
|
58.40129
|
W
|
ADJUSTED
|
-34.16
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
186216.491
|
676758.245
|
0.9999504
|
+
|
0
|
36
|
9.0
|
|
MT
|
|
|
|
|
233.884
|
767.337
|
ADJUST
|
|
0.84
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.4 MILES
NORTHWEST OF THE VILLAGE OF MACEDONIA.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 8 PROCEED NORTH ALONG STATE ROUTE 8 1.48 MILES TO ITS
INTERSECTION WITH VALLEYVIEW ROAD. TURN LEFT AND PROCEED WEST ALONG
VALLEYVIEW ROAD 3.23 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE FLUSH WITH THE GROUND AND STAMPED NF-113. THE STATION IS
27.0 FEET SOUTHWEST FROM THE CENTERLINE OF VALLEYVIEW ROAD,
AND 29.0 FEET SOUTHEAST FROM A CATCH BASIN.
THE STATION IS 526.08 METERS FROM NF-114.
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3073 ***********************************************************************
MB3073 DESIGNATION - NF 113
MB3073 PID - MB3073
MB3073 STATE/COUNTY- OH/SUMMIT
MB3073
MB3073 HORZ DATUM - NAD 83(1986)
MB3073 VERT DATUM - NGVD 29
MB3073
MB3073 POSITION - 41 20 23.82360(N) 081 34 58.40129(W) ADJUSTED
MB3073 83 minus 27 - +00.19534 -00.56206 NADCON
MB3073
MB3073 HEIGHT - 233.884 (meters) 767.337 (feet) ADJUSTED
MB3073 ***********************************************************************
MB3073
MB3073 LAPLACE CORR- 0.84 DEFLEC90
MB3073 GEOID HEIGHT- -34.16 GEOID90
MB3073
MB3073
MB3073 HORZ ORDER - FIRST
MB3073 VERT ORDER - THIRD
MB3073
MB3073
MB3073.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3073.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3073.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3073.COSE 1992
MB3073
MB3073; North East Scale Converg.
MB3073;SPC OH N - 186,216.491 676,758.245 0.99995040 +0 36 09.0 MT
MB3073;UTM 17 - 4,576,659.826 451,230.752 0.99962927 -0 23 06.1 MT
MB3073
MB3073: Primary Azimuth Mark Grid Az
MB3073:SPC OH N - NF 114 099 16 21.1
MB3073:UTM 17 - NF 114 100 15 36.2
MB3073
MB3073|---------------------------------------------------------------------|
MB3073| Pid Reference Object Distance Geod. AZ |
MB3073| dddmmss.ss|
MB3073| MB3074 NF 114 APPROX. 0.5 KM 0995230.1 |
MB3073|---------------------------------------------------------------------|
MB3073
MB3073_STATION MARK IS A SURVEY DISK
MB3073_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3073_THE MARK IS STAMPED: NF-113
MB3073
MB3073 HISTORY - Year Condition Recov. By
MB3073 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3073 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3073
MB3073 STATION DESCRIPTION
MB3073
MB3073'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3073'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.4 MILES
MB3073'NORTHWEST OF THE VILLAGE OF MACEDONIA.
MB3073'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3073'STATE ROUTE 8 PROCEED NORTH ALONG STATE ROUTE 8 1.48 MILES TO ITS
MB3073'INTERSECTION WITH VALLEYVIEW ROAD. TURN LEFT AND PROCEED WEST ALONG
MB3073'VALLEYVIEW ROAD 3.23 MILES TO THE STATION ON THE LEFT.
MB3073'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3073'CONCRETE FLUSH WITH THE GROUND AND STAMPED NF-113. THE STATION IS
MB3073'27.0 FEET SOUTHWEST FROM THE CENTERLINE OF VALLEYVIEW ROAD, 3.5 FEET
MB3073'NORTHEAST FROM A METAL WITNESS POST, AND 29.0 FEET SOUTHEAST FROM A
MB3073'CATCH BASIN. THE STATION IS 526.08 METERS FROM NF-114.
|
|
|
|
|
|
|
|
|
|
|
|
2220332.0
|
610945.125
|
0101000020960E0000077A288195F040411490758B02A52241
|
true
|
2013-01-07 09:40:00 -0500
|
false
|
41.339951
|
-81.58288924722222222223
|
-81.5828892472222
|
41.3399509999999
|
2220331.00904775
|
610945.272381308
|
676758.245074244
|
186216.491454789
|
637
|
637
|
NF 114
|
MB3074
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
NF 114
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIOHISTORY - 2000 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2006 GOOD COSE SURVEY FIELD CREWHISTORY - 2013 GOOD COSE SURVEY FIELD CREW - 2017-GOOD COSE SURVEY FIELD CREW 2022 GOOD COSE SURVEY FIELD CREW - 2023 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
20
|
20.89855
|
N
|
81
|
34
|
36.11078
|
W
|
ADJUSTED
|
-34.15
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BYCOSE 1992
|
OH N
|
186131.731
|
677277.409
|
0.99995033
|
+
|
0
|
36
|
23.6
|
|
MT
|
|
|
|
|
240.145
|
787.876
|
ADJUST
|
|
1.02
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY SUMMIT COUNTY OHIO 1990
THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.4 MILES
NORTHWEST OF THE VILLAGE OF MACEDONIA.
TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
STATE ROUTE 8 PROCEED NORTH ALONG STATE ROUTE 8 1.48 MILES TO ITS
INTERSECTION WITH VALLEYVIEW ROAD. TURN LEFT AND PROCEED WEST ALONG
VALLEYVIEW ROAD 2.63 MILES TO THE STATION ON THE LEFT.
THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
CONCRETE 6 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
STAMPED NF-114. THE STATION IS 22.0 FEET SOUTH FROM THE CENTERLINE OF
VALLEYVIEW ROAD, 3.0 FEET NORTH FROM A METAL WITNESS POST, AND 380.0
FEET EAST FROM THE CENTERLINE OF CHAFFEE ROAD. THE STATION IS 526.08
METERS FROM NF-113.
|
2023-01-13 00:00:00 -0500
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB3074 ***********************************************************************
MB3074 DESIGNATION - NF 114
MB3074 PID - MB3074
MB3074 STATE/COUNTY- OH/SUMMIT
MB3074
MB3074 HORZ DATUM - NAD 83(1986)
MB3074 VERT DATUM - NGVD 29
MB3074
MB3074 POSITION - 41 20 20.89855(N) 081 34 36.11078(W) ADJUSTED
MB3074 83 minus 27 - +00.19559 -00.56343 NADCON
MB3074
MB3074 HEIGHT - 240.145 (meters) 787.876 (feet) ADJUSTED
MB3074 ***********************************************************************
MB3074
MB3074 LAPLACE CORR- 1.02 DEFLEC90
MB3074 GEOID HEIGHT- -34.15 GEOID90
MB3074
MB3074
MB3074 HORZ ORDER - THIRD
MB3074 VERT ORDER - THIRD
MB3074
MB3074
MB3074.THE HORIZONTAL COORDINATES WERE ESTABLISHED BY GPS OBSERVATIONS
MB3074.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN SEPTEMBER 1991
MB3074.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING BY
MB3074.COSE 1992
MB3074
MB3074; North East Scale Converg.
MB3074;SPC OH N - 186,131.731 677,277.409 0.99995033 +0 36 23.6 MT
MB3074;UTM 17 - 4,576,566.161 451,748.212 0.99962865 -0 22 51.3 MT
MB3074
MB3074: Primary Azimuth Mark Grid Az
MB3074:SPC OH N - NF 113 279 16 21.2
MB3074:UTM 17 - NF 113 280 15 36.1
MB3074
MB3074|---------------------------------------------------------------------|
MB3074| Pid Reference Object Distance Geod. AZ |
MB3074| dddmmss.ss|
MB3074| MB3073 NF 113 APPROX. 0.5 KM 2795244.8 |
MB3074|---------------------------------------------------------------------|
MB3074
MB3074_STATION MARK IS A SURVEY DISK
MB3074_WITH SETTING: SET IN TOP OF CONCRETE MONUMENT (ROUND)
MB3074_THE MARK IS STAMPED: NF-114
MB3074
MB3074 HISTORY - Year Condition Recov. By
MB3074 HISTORY - 1990 STATION MONUMENTED SUMMIT COUNTY OHIO
MB3074 HISTORY - 2000 GOOD COSE SURVEY FIELD CREW
MB3074
MB3074 STATION DESCRIPTION
MB3074
MB3074'DESCRIBED BY SUMMIT COUNTY OHIO 1990
MB3074'THE STATION IS LOCATED IN SUMMIT COUNTY, OHIO ABOUT 4.4 MILES
MB3074'NORTHWEST OF THE VILLAGE OF MACEDONIA.
MB3074'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 271 AND
MB3074'STATE ROUTE 8 PROCEED NORTH ALONG STATE ROUTE 8 1.48 MILES TO ITS
MB3074'INTERSECTION WITH VALLEYVIEW ROAD. TURN LEFT AND PROCEED WEST ALONG
MB3074'VALLEYVIEW ROAD 2.63 MILES TO THE STATION ON THE LEFT.
MB3074'THE STATION IS A STANDARD SUMMIT COUNTY BRONZE SURVEY DISK SET IN
MB3074'CONCRETE 6 INCHES BELOW GROUND PROTECTED BY A 7 INCH ROUND IRON BOX
MB3074'STAMPED NF-114. THE STATION IS 22.0 FEET SOUTH FROM THE CENTERLINE OF
MB3074'VALLEYVIEW ROAD, 3.0 FEET NORTH FROM A METAL WITNESS POST, AND 380.0
MB3074'FEET EAST FROM THE CENTERLINE OF CHAFFEE ROAD. THE STATION IS 526.08
MB3074'METERS FROM NF-113.
|
|
|
|
|
|
|
|
|
|
|
|
2222034.0
|
610667.0
|
0101000020960E000071C84426E9F340410AA0645FD6A22241
|
true
|
2013-01-07 09:41:00 -0500
|
false
|
41.33913848611111111111
|
-81.57669743888888888889
|
-81.5766974388889
|
41.339138486111
|
2222034.29897409
|
610667.186314584
|
677277.40888212
|
186131.730652131
|
727
|
727
|
TALLMADGE ACS RM 1
|
MB2728
|
OH
|
Summit
|
|
NGS
|
1976-12-31 00:00:00 -0500
|
DISK IN CONCRETE
|
TALLMADGE ACS NO 1 1977
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEYHISTORY - 2012 GOOD SCE - 2017 GOOD COSE SURVEY FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
6
|
6.14635
|
N
|
81
|
26
|
27.07435
|
W
|
ADJUSTED
|
-33.66
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING. THEVERTICAL NETWORK TIE WAS PERFORMED BY A HORIZONTAL FIELD PARTY FORHORIZONTAL OBSERVATION REDUCTIONS. RESET PROCEDURES WERE USED TO ESTABLISH THE ELEVATION.
|
OH N
|
159895.716
|
688966.737
|
0.99993932
|
+
|
0
|
41
|
44.9
|
|
MT
|
|
|
|
|
340.14
|
1115.9
|
LEVELING
|
|
-0.04
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
THE STATION IS LOCATED IN THE WEST SIDE OF THE INSIDE OF
THE TRAFFIC CIRCLE WHICH IS NEAR THE CENTER OF THE TOWN
OF TALLMADGE. PERMISSION TO USE THE STATION GRANTED BY
MAYOR JOHN R. MORGA, 46 NORTH AVE, TALLAMDGE, OHIO 44278.
STATION MARK, STAMPED---TALLMADGE ACS NO 1 1977---, IS A
STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
SURFACE. IT IS 88 FEET SOUTHWEST OF THE CENTER OF THE
PAVEMENT, 19 FEET SOUTHEAST OF THE SIDEWALK, AND 6 FEET
NORTHEAST OF A SIDEWALK.
HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
DESCRIBED BY J.E. DUNFORD.
|
2017-10-02 00:00:00 -0400
|
SCE
|
Good
|
Good
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2728 ***********************************************************************
MB2728 DESIGNATION - TALLMADGE ACS RM 1
MB2728 PID - MB2728
MB2728 STATE/COUNTY- OH/SUMMIT
MB2728
MB2728 HORZ DATUM - NAD 83(1986)
MB2728 VERT DATUM - NGVD 29
MB2728
MB2728 POSITION - 41 06 06.14635(N) 081 26 27.07435(W) ADJUSTED
MB2728 83 minus 27 - +00.20431 -00.58155 ADJUSTED
MB2728
MB2728 HEIGHT - 340.14 (meters) 1115.9 (feet) LEVELING
MB2728 ***********************************************************************
MB2728
MB2728 LAPLACE CORR- -0.04 DEFLEC90
MB2728 GEOID HEIGHT- -33.66 GEOID90
MB2728
MB2728
MB2728 HORZ ORDER - SECOND
MB2728 VERT ORDER - THIRD ?
MB2728
MB2728
MB2728.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2728.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2728.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING. THE
MB2728.VERTICAL NETWORK TIE WAS PERFORMED BY A HORIZONTAL FIELD PARTY FOR
MB2728.HORIZONTAL OBSERVATION REDUCTIONS. RESET PROCEDURES WERE USED TO
MB2728.ESTABLISH THE ELEVATION.
MB2728
MB2728; North East Scale Converg.
MB2728;SPC OH N - 159,895.716 688,966.737 0.99993932 +0 41 44.9 MT
MB2728;UTM 17 - 4,550,141.267 462,980.507 0.99961687 -0 17 23.4 MT
MB2728
MB2728: Primary Azimuth Mark Grid Az
MB2728:SPC OH N - WILEY 099 45 35.5
MB2728:UTM 17 - WILEY 100 44 43.8
MB2728
MB2728|---------------------------------------------------------------------|
MB2728| Pid Reference Object Distance Geod. AZ |
MB2728| dddmmss.ss|
MB2728| MB2727 WILEY APPROX. 1.1 KM 1002720.4 |
MB2728| MB1163 TALLMADGE 32.278 METERS 19010 |
MB2728| MB2729 TALLMADGE ACS RM 1 PTA 11.253 METERS 33253 |
MB2728|---------------------------------------------------------------------|
MB2728
MB2728
MB2728 HISTORY - Year Condition Recov. By
MB2728 HISTORY - 1977 STATION MONUMENTED NATIONAL GEODETIC SURVEY
MB2728
MB2728 STATION DESCRIPTION
MB2728
MB2728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JRS)
MB2728'THE STATION IS LOCATED IN THE WEST SIDE OF THE INSIDE OF
MB2728'THE TRAFFIC CIRCLE WHICH IS NEAR THE CENTER OF THE TOWN
MB2728'OF TALLMADGE. PERMISSION TO USE THE STATION GRANTED BY
MB2728'MAYOR JOHN R. MORGA, 46 NORTH AVE, TALLAMDGE, OHIO 44278.
MB2728'
MB2728'STATION MARK, STAMPED---TALLMADGE ACS NO 1 1977---, IS A
MB2728'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH
MB2728'CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
MB2728'SURFACE. IT IS 88 FEET SOUTHWEST OF THE CENTER OF THE
MB2728'PAVEMENT, 19 FEET SOUTHEAST OF THE SIDEWALK, AND 8.5 FEET
MB2728'NORTHEAST OF A SIDEWALK.
MB2728'
MB2728'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
MB2728'
MB2728'DESCRIBED BY J.E. DUNFORD.
MB2728'
|
|
|
|
|
|
|
|
|
|
|
|
2260384.25
|
524591.25
|
0101000020960E00009554BB84D03E414178F167635E022041
|
true
|
2012-07-24 07:21:00 -0400
|
false
|
41.10170731944444444444
|
-81.44085398611111111111
|
-81.4408539861111
|
41.1017073194443
|
2260385.03696687
|
524591.194152399
|
688966.737200977
|
159895.715769064
|
747
|
747
|
BO 102
|
CE0535
|
OH
|
Summit
|
|
SCE
|
1989-12-31 00:00:00 -0500
|
Disk in Concrete
|
BO 102
|
Summit County Engineer
|
1996-02-12 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1996 - GOOD COSEHISTORY - 2000 - GOOD COSE SURVEY FIELD CREWHISTORY - 2002 - GOOD COSE SURVEY FIELD CREWHISTORY - 2004 - GOOD COSE SURVEY FIELD CREWHISTORY - 2011 - GOOD COSE SURVEY FIELD CREW HISTORY 2016 GOOD SCE - 2021 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
FIRST
|
false
|
41
|
13
|
4.99823
|
N
|
81
|
33
|
8.62303
|
W
|
ADJUSTED
|
-33.74
|
|
The horizontal coordinates were established by GPS observationsand adjusted by Woolpert in March 1997.The orthometric height was determined by GPS observations.The geoid height was determined by GEOID93.
|
OH N
|
172707.626
|
679457.439
|
0.9999425
|
+
|
0
|
37
|
21.1
|
|
MT
|
C
|
|
|
|
218.693
|
717.496
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE
THE STATION IS LOCATED AT THE NORTHEAST ANGLE OF THE INTERSECTION
OF AKRON-PENINSULA AND WETMORE ROADS. IT IS ALSO 53' NORTH OF
CENTERLINE OF PAVEMENT OF WETMORE ROAD 22' EAST OF CENTERLINE OF
PAVEMENT OF AKRON-PENINSULA ROAD 1.8' WEST OF A METAL WITNESS POST
52.5' EAST OF A POWER POLE #BO-1928 AND 92.5' NORTH OF A TELEPHONE
POLE #4001047.
|
2021-11-08 00:00:00 -0500
|
COSE
|
Good
|
Good
|
1 Summit County Engineer Retrieval Date = FEBRUARY 13 1996
CE0535 ***********************************************************************
CE0535 DESIGNATION - BO-102
CE0535 PID - CE0535
CE0535 STATE/COUNTY- OH/SUMMIT
CE0535 USGS QUAD -
CE0535
CE0535 HORZ DATUM - NAD 83(1986)
CE0535 VERT DATUM - NAVD 88
CE0535
CE0535 POSITION - 41 13 04.99823(N) 081 33 08.62303(W) ADJUSTED
CE0535 83 minus 27 -
CE0535
CE0535 HEIGHT - 218.693 (meters) 717.496 (feet) ADJUSTED GPS OBS
CE0535 88 minus 29 -
CE0535 ***********************************************************************
CE0535 LAPLACE CORR-
CE0535 GEOID HEIGHT- -33.744
CE0535
CE0535 HORZ ORDER - FIRST
CE0535 VERT ORDER - THIRD
CE0535
CE0535.The horizontal coordinates were established by GPS observations
CE0535.and adjusted by Woolpert in March 1997.
CE0535
CE0535.The orthometric height was determined by GPS observations.
CE0535
CE0535
CE0535.The geoid height was determined by GEOID93.
CE0535
CE0535; North East Scale Converg.
CE0535;SPC OH N - 172707.626 679457.439 0.99994250 +0 37 21.10 MT
CE0535;SPC OH N - 566624.936 2229186.614 US SURVEY FEET
CE0535
CE0535_STATION MARK IS A SURVEY DISK
CE0535_WITH SETTING SET IN TOP OF A CAST IN PLACE CONCRETE MONUMENT
CE0535_THE MARK IS STAMPED: BO-102
CE0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE0535+STABILITY: SURFACE MOTION
CE0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CE0535+SATELLITE: SATELLITE OBSERVATIONS - July 1994
CE0535
CE0535 HISTORY - Year Condition Recov. By
CE0535 HISTORY - 1996 - GOOD COSE
CE0535 HISTORY - 2000 - GOOD COSE SURVEY FIELD CREW
CE0535 STATION DESCRIPTION
CE0535
CE0535'DESCRIBED BY COSE
CE0535'THE STATION IS LOCATED AT THE NORTHEAST ANGLE OF THE INTERSECTION
CE0535'OF AKRON-PENINSULA AND WETMORE ROADS. IT IS ALSO 53' NORTH OF
CE0535'CENTERLINE OF PAVEMENT OF WETMORE ROAD 22' EAST OF CENTERLINE OF
CE0535'PAVEMENT OF AKRON-PENINSULA ROAD 1.8' WEST OF A METAL WITNESS POST
CE0535'52.5' EAST OF A POWER POLE #BO-1928 AND 92.5' NORTH OF A TELEPHONE
CE0535'POLE #4001047.
CE0535
|
|
|
|
|
|
|
|
|
|
|
|
2229185.75
|
566625.1875
|
0101000020960E0000CED1954EE101414173AAB2DFC14A2141
|
true
|
2011-01-12 08:04:00 -0500
|
false
|
41.21805506388888888889
|
-81.55239528611111111111
|
-81.5523952861111
|
41.2180550638888
|
2229186.61394713
|
566624.936909987
|
679457.438845962
|
172707.626185401
|
786
|
786
|
NO 16
|
CE1072
|
OH
|
Summit
|
|
|
|
DISK IN BRIDGE ABUTMENT
|
NO STAMP
|
SUMMIT COUNTY ENGINEER
|
1996-02-15 19:00:00 -0500
|
HISTORY - Year Condition Recov. ByHISTORY - 1989 - GOOD COSEHISTORY - 2012 - GOOD COSE HISTORY 2015 GOOD SCE - 2018 GOOD COSE SURVEY CREW
|
NAD 83(1986)
|
|
false
|
41
|
2
|
11.06
|
N
|
81
|
37
|
9.11
|
W
|
SCALED
|
|
|
THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING USGS 1950'S.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
C
|
|
|
|
|
974.81
|
ADJUST
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COSE:
THE STATION IS LOCATED ALONG CLARK MILL ROAD 0.8 MILES NORTH OF GREENWICH ROAD AT THE CONCRETE BRIDGE OVER VAN HYNING RUN IN THE WEST END OF THE NORTH CONCRETE ABUTMENT. BRIDGE IS JUST NORTH OF THE DRIVE TO HOUSE #3374 CLARK MILL ROAD SOUTH OF BARBERTON.
|
2018-05-23 00:00:00 -0400
|
SCE
|
Good
|
Yes
|
1 SUMMIT COUNTY ENGINEER RETRIEVAL DATE = FEBRUARY 16, 1996
CE1072 *********************************************************************
CE1072 DESIGNATION - NO 16
CE1072 PID - CE1072
CE1072 STATE/COUNTY- OH/SUMMIT
CE1072
CE1072 HORZ DATUM - NAD 83(1986)
CE1072 VERT DATUM - NGVD 29
CE1072
CE1072 POSITION - 41 02 11.06 (N) 081 37 09.11 (W) SCALED
CE1072 83 MINUS 27 -
CE1072
CE1072 HEIGHT - (meters) 974.81 (feet) ADJUST
CE1072 88 MINUS 29 -
CE1072 *********************************************************************
CE1072
CE1072 VERT ORDER - THIRD
CE1072
CE1072 THERE WERE NO HORIZONTAL COORDINATES ESTABLISHED. THIS IS
CE1072 VERTICAL CONTROL ONLY. THE ORTHOMETRIC HEIGHT WAS DETERMINED
CE1072 BY DIFFERENTIAL LEVELING USGS 1950'S.
CE1072
CE1072_STATION MARK IS A SURVEY DISK
CE1072_WITH SETTING: SET IN TOP OF CONCRETE ABUTMENT OF A BRIDGE
CE1072_THE MARK IS STAMPED: NO STAMP
CE1072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CE1072+STABILITY: SURFACE MOTION
CE1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS UNSUITABLE FOR
CE1072+SATELLITE: SATELLITE OBSERVATIONS - JULY 1994
CE1072
CE1072 HISTORY - Year Condition Recov. By
CE1072 HISTORY - 1989 - GOOD COSE
CE1072 STATION DESCRIPTION
CE1072
CE1072 DESCRIBED BY COSE
CE1072 THE STATION IS LOCATED ALONG CLARK MILL ROAD 0.8
CE1072 MILES NORTH OF GREENWICH ROAD AT THE CONCRETE BRIDGE
CE1072 OVER VAN HYNING RUN IN THE WEST END OF THE NORTH
CE1072 CONCRETE ABUTMENT. BRIDGE IS JUST NORTH OF THE
CE1072 DRIVE TO HOUSE #3374 CLARK MILL ROAD SOUTH OF
CE1072 BARBERTON.
CE1072
|
|
|
|
|
|
|
|
|
|
|
|
2211487.75
|
500248.125
|
0101000020960E00003C8BB9304BDF404193917B2C79881E41
|
true
|
2012-05-01 08:45:00 -0400
|
false
|
41.03640555555555555555
|
-81.61919722222222222223
|
-81.6191972222222
|
41.0364055555554
|
2211478.38066235
|
500254.293440127
|
674059.958545801
|
152477.813596161
|
892
|
892
|
LAKEVIEW
|
MB2915
|
OH
|
Summit
|
|
USCGS
|
1950-12-31 00:00:00 -0500
|
DISK
|
LAKEVIEW 1951
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 2002 GOOD COSE SURVEY CREWHISTORY - 2004 GOOD COSE SURVEY CREWHISTORY - 2011 GOOD COSE SURVEY CREW - 2021 GOOD COSE FIELD CREW
|
NAD 83(1986)
|
SECOND
|
false
|
41
|
0
|
10.94645
|
N
|
81
|
31
|
45.30123
|
W
|
ADJUSTED
|
-33.5
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING. THEVERTICAL NETWORK TIE WAS PERFORMED BY A HORIZONTAL FIELD PARTY FORHORIZONTAL OBSERVATION REDUCTIONS. RESET PROCEDURES WERE USED TO ESTABLISH THE ELEVATION.
|
OH N
|
148853.235
|
681663.844
|
0.99993977
|
+
|
0
|
38
|
15.8
|
|
MT
|
|
|
|
|
325.28
|
1067.2
|
LEVELING
|
|
-0.68
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF BARBERTON, 3-1/2 MILES
SOUTH OF U.S. HIGHWAY NO.
224, 0.3 MILE WEST OF SOUTH MAIN STREET BEHIND #149 LAKOTA DR.THE
MARK IS SET IN A HOLE WITH A STEEL LID IN THE CONCRETE APPROACH TO
A GARAGE. IT IS 23.5' NORTH OF THE CENTERLINE OF FALCON AVE, 60.5' EAST
OF THE CENTERLINE OF RADNOR AVE., 60' NORTHEAST OF THE NORTHWEST
CORNER OF A FRAME HOUSE #149 LAKOTA AND 60.6' NORTHWEST OF THE
NORTHEAST CORNER OF THE SAME HOUSE. THE DISK IS STAMPED LAKEVIEW
1951.
NOT SUITABLE FOR GPS AS THE STATION IS UNDER THE ROOF OF SAID
GARAGE.
REFERENCE MARK NO 1 IS 8 FEET SOUTH OF THE CENTER OF EAST-WEST
DRIVEWAY. THE MARK IS SET
FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED LAKEVIEW NO 1
1951.
REFERENCE MARK NO 2 IS 12 FEET EAST OF THE CENTER OF PRIVATE DRIVEWAY
AND 6 FEET WEST OF THE
NORTHWEST CORNER OF SMALL FRAME HOUSE. THE MARK IS SET FLUSH WITH
THE GROUND SURFACE AND THE DISK
STAMPED LAKEVIEW NO 2 1951.
THE AZIMUTH MARK IS ABOUT 0.5 MILE AIRLINE NORTH OF THE STATION, SET
ON PROPERTY OWNED AND
OCCUPIED BY MR. RAYMOND HUDDLE. IT IS 120 FEET SOUTH OF THE CENTER
OF LONG LAKE BOULEVARD, 15
FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HUDDLE HOME
AND 10 FEET EAST OF THE CENTER OF
DRIVEWAY. THE MARK IS SET FLUSH WITH THE GROUND
SURFACE AND THE DISK STAMPED LAKEVIEW 1951.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
SOUTH MAIN STREET IN THE
SOUTH EDGE OF AKRON, GO SOUTH ON SOUTH MAIN STREET FOR 1.4 MILES TO
W. GLENCOE DRIVE RIGHT, (*)
CONTINUE STRAIGHT AHEAD ON SOUTH MAIN STREET FOR 0.5
MILE TO LAKOTA STREET RIGHT, TURN RIGHT AND GO
WEST ON LAKOTA STREET FOR 0.3 MILE
TO DRIVEWAY RIGHT, TURN RIGHT NORTH INTO DRIVEWAY TO REAR OF
BUILDINGS THENCE RIGHT EAST FOR
ABOUT 100 FEET TO THE STATION ON THE NORTH SIDE AS DESCRIBED.
(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO WEST
ON WEST GLENCOE DRIVE FOR
0.05 MILE TO THREE FORKED ROAD, BEAR LEFT ON LONG LAKE BOULEVARD
FOR 0.15 MILE TO SMALL FRAME HOUSE
ON THE SOUTH SIDE AND MARK AS DESCRIBED.
HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
|
2021-06-01 00:00:00 -0400
|
SCE
|
Good
|
No
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2915 ***********************************************************************
MB2915 DESIGNATION - LAKEVIEW
MB2915 PID - MB2915
MB2915 STATE/COUNTY- OH/SUMMIT
MB2915
MB2915 HORZ DATUM - NAD 83(1986)
MB2915 VERT DATUM - NGVD 29
MB2915
MB2915 POSITION - 41 00 10.94645(N) 081 31 45.30123(W) ADJUSTED
MB2915 83 minus 27 - +00.20032 -00.57886 ADJUSTED
MB2915
MB2915 HEIGHT - 325.28 (meters) 1067.2 (feet) LEVELING
MB2915 ***********************************************************************
MB2915
MB2915 LAPLACE CORR- -0.68 DEFLEC90
MB2915 GEOID HEIGHT- -33.50 GEOID90
MB2915
MB2915
MB2915 HORZ ORDER - SECOND
MB2915 VERT ORDER - THIRD ?
MB2915
MB2915
MB2915.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2915.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2915.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING. THE
MB2915.VERTICAL NETWORK TIE WAS PERFORMED BY A HORIZONTAL FIELD PARTY FOR
MB2915.HORIZONTAL OBSERVATION REDUCTIONS. RESET PROCEDURES WERE USED TO
MB2915.ESTABLISH THE ELEVATION.
MB2915
MB2915; North East Scale Converg.
MB2915;SPC OH N - 148,853.235 681,663.844 0.99993977 +0 38 15.8 MT
MB2915;UTM 17 - 4,539,229.481 455,491.192 0.99962438 -0 20 50.1 MT
MB2915
MB2915: Primary Azimuth Mark Grid Az
MB2915:SPC OH N - LAKEVIEW AZ MK 019 59 34.7
MB2915:UTM 17 - LAKEVIEW AZ MK 020 58 40.6
MB2915
MB2915|---------------------------------------------------------------------|
MB2915| Pid Reference Object Distance Geod. AZ |
MB2915| dddmmss.ss|
MB2915| LAKEVIEW AZ MK 0203750.5 |
MB2915| MB2897 AKRON RADIO STA WAKR SW MAST APPROX. 3.0 KM 0462600.6 |
MB2915| MB2704 AKRON MUN APT GOODYEAR HGR BCN APPROX. 6.0 KM 0562622.7 |
MB2915| LAKEVIEW RM 1 29.569 METERS 11127 |
MB2915| LAKEVIEW RM 2 28.255 METERS 21324 |
MB2915|---------------------------------------------------------------------|
MB2915
MB2915
MB2915 HISTORY - Year Condition Recov. By
MB2915 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2915
MB2915 STATION DESCRIPTION
MB2915
MB2915'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
MB2915'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF BARBERTON, 3-1/2 MILES
MB2915'SOUTH OF U.S. HIGHWAY NO.
MB2915'224, 0.3 MILE WEST OF SOUTH MAIN STREET AND JUST NORTH OF LAKOTA
MB2915'STREET IN THE PORTAGE LAKES
MB2915'DISTRICT. IT IS 75 FEET NORTHEAST OF THE INTERSECTION OF
MB2915'TWO DRIVEWAYS AND 24 FEET NORTH OF THE CENTER
MB2915'OF EAST-WEST DRIVEWAY. THE MARK IS SET
MB2915'FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED LAKEVIEW
MB2915'1951.
MB2915'
MB2915'REFERENCE MARK NO 1 IS 8 FEET SOUTH OF THE CENTER OF EAST-WEST
MB2915'DRIVEWAY. THE MARK IS SET
MB2915'FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED LAKEVIEW NO 1
MB2915'1951.
MB2915'
MB2915'REFERENCE MARK NO 2 IS 12 FEET EAST OF THE CENTER OF PRIVATE DRIVEWAY
MB2915'AND 6 FEET WEST OF THE
MB2915'NORTHWEST CORNER OF SMALL FRAME HOUSE. THE MARK IS SET FLUSH WITH
MB2915'THE GROUND SURFACE AND THE DISK
MB2915'STAMPED LAKEVIEW NO 2 1951.
MB2915'
MB2915'THE AZIMUTH MARK IS ABOUT 0.5 MILE AIRLINE NORTH OF THE STATION, SET
MB2915'ON PROPERTY OWNED AND
MB2915'OCCUPIED BY MR. RAYMOND HUDDLE. IT IS 120 FEET SOUTH OF THE CENTER
MB2915'OF LONG LAKE BOULEVARD, 15
MB2915'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HUDDLE HOME
MB2915'AND 10 FEET EAST OF THE CENTER OF
MB2915'DRIVEWAY. THE MARK IS SET FLUSH WITH THE GROUND
MB2915'SURFACE AND THE DISK STAMPED LAKEVIEW 1951.
MB2915'
MB2915'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
MB2915'SOUTH MAIN STREET IN THE
MB2915'SOUTH EDGE OF AKRON, GO SOUTH ON SOUTH MAIN STREET FOR 1.4 MILES TO
MB2915'W. GLENCOE DRIVE RIGHT, (*)
MB2915'CONTINUE STRAIGHT AHEAD ON SOUTH MAIN STREET FOR 0.5
MB2915'MILE TO LAKOTA STREET RIGHT, TURN RIGHT AND GO
MB2915'WEST ON LAKOTA STREET FOR 0.3 MILE
MB2915'TO DRIVEWAY RIGHT, TURN RIGHT NORTH INTO DRIVEWAY TO REAR OF
MB2915'BUILDINGS THENCE RIGHT EAST FOR
MB2915'ABOUT 100 FEET TO THE STATION ON THE NORTH SIDE AS DESCRIBED.
MB2915'
MB2915'(*) TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT AND GO WEST
MB2915'ON WEST GLENCOE DRIVE FOR
MB2915'0.05 MILE TO THREE FORKED ROAD, BEAR LEFT ON LONG LAKE BOULEVARD
MB2915'FOR 0.15 MILE TO SMALL FRAME HOUSE
MB2915'ON THE SOUTH SIDE AND MARK AS DESCRIBED.
MB2915'
MB2915'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
MB2915'
|
|
|
|
|
|
|
|
|
|
|
|
2236425.25
|
488362.53125
|
0101000020960E0000BD7EF7BA04104141187B559DAACE1D41
|
true
|
2011-01-12 08:54:00 -0500
|
false
|
41.00304068055555555556
|
-81.52925034166666666667
|
-81.5292503416667
|
41.0030406805554
|
2236425.46067795
|
488362.653646396
|
681663.843742327
|
148853.234537874
|
902
|
902
|
LOCKWOOD
|
MB2876
|
OH
|
Summit
|
|
USCGS
|
1950-12-31 00:00:00 -0500
|
DISK IN CONC
|
LOCKWOOD 1951
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. ByHISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEYHISTORY - 1999 GOOD COSE SURVEY FIELD CREWHISTORY - 2002 GOOD COSE SURVEY FIELD CREWHISTORY - 2004 GOOD COSE SURVEY FIELD CREWHISTORY - 2011 GOOD COSE SURVEY FIELD CREW HISTORY 2019 GOOD SCE
|
NAD 83(1986)
|
THIRD
|
false
|
41
|
0
|
2.99353
|
N
|
81
|
33
|
16.03024
|
W
|
ADJUSTED
|
-33.49
|
GEOID90
|
THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODSAND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING. THEVERTICAL NETWORK TIE WAS PERFORMED BY A HORIZONTAL FIELD PARTY FORHORIZONTAL OBSERVATION REDUCTIONS. RESET PROCEDURES WERE USED TO ESTABLISH THE ELEVATION.
|
OH N
|
148584.637
|
679546.439
|
0.99993982
|
+
|
0
|
37
|
16.2
|
|
MT
|
|
|
|
|
299.59
|
982.9
|
LEVELING
|
|
-0.77
|
DEFLEC90
|
|
|
|
|
|
|
NGVD 29
|
THIRD
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
STATION IS LOCATED ABOUT 2 MILES SOUTH OF AKRON IN THE LOCKWOOD
CORNERS SECTION OF THE
PORTAGE LAKES DISTRICT AND ON THE EXTREME EAST END OF HALCYON DRIVE.
IT IS 79 FEET WEST OF THE WEST
EDGE OF LAKE, 60 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRICK
HOUSE AND 48 FEET NORTHEAST OF THE
NORTHEAST CORNER OF FRAME HOUSE. THE MARK IS SET
FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED
LOCKWOOD 1951.
REFERENCE MARK NO 1 IS 16 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
DRIVEWAY INTO BASEMENT GARAGE
OF HOME OF MR. NORMAN NOBLE, 12 FEET NORTH OF THE CENTER OF HALCYON
DRIVE AND JUST EAST OF THREE MAIL
BOXES. THE MARK IS SET FLUSH WITH THE GROUND SURFACE
AND THE DISK STAMPED LOCKWOOD NO 1 1951.
REFERENCE MARK NO 2 IS 61 FEET SOUTH OF THE SOUTHEAST CORNER OF FRAME
HOUSE, 6 FEET NORTH OF
NORTH END OF GARDEN AND IN THE EAST END OF A SMALL ARBOR. THE MARK
IS SET FLUSH WITH THE GROUND
SURFACE AND THE DISK STAMPED LOCKWOOD NO 2 1951.
THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTER OF PORTAGE LAKE DRIVE
AND 6 FEET WEST OF THE MOST
WESTERLY ONE OF TWO LARGE STONE POSTS, SET IN THE CONCRETE RETAINING
WALL AT THE NORTH END OF LAKE. THE
MARK IS SET FLUSH WITH THE CONCRETE SURFACE AND THE
DISK STAMPED LOCKWOOD 1951.
TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
STATE HIGHWAY NO. 93 IN THE
SOUTH EDGE OF AKRON, GO SOUTH ON STATE HIGHWAY NO. 93 FOR 2.1 MILES
TO HALCYON DRIVE LEFT, TURN LEFT
AND GO EAST ON HALCYON DRIVE FOR 0.1 MILE TO EAST END
AND STATION AS DESCRIBED.
TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HALCYON DRIVE
FOR 0.1 MILE TO STATE HIGHWAY
NO. 93, TURN RIGHT AND GO NORTH ON STATE HIGHWAY NO. 93 FOR 0.3 MILE
TO PORTAGE LAKE DRIVE, TURN RIGHT
AND GO EAST ON PORTAGE LAKE DRIVE FOR 0.5 MILE TO
TWO LARGE STONE POSTS ON THE RIGHT AND MARK AS
DESCRIBED.
HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
|
2019-05-06 00:00:00 -0400
|
SCE
|
Good
|
GOOD
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB2876 ***********************************************************************
MB2876 DESIGNATION - LOCKWOOD
MB2876 PID - MB2876
MB2876 STATE/COUNTY- OH/SUMMIT
MB2876
MB2876 HORZ DATUM - NAD 83(1986)
MB2876 VERT DATUM - NGVD 29
MB2876
MB2876 POSITION - 41 00 02.99353(N) 081 33 16.03024(W) ADJUSTED
MB2876 83 minus 27 - +00.19889 -00.57598 ADJUSTED
MB2876
MB2876 HEIGHT - 299.59 (meters) 982.9 (feet) LEVELING
MB2876 ***********************************************************************
MB2876
MB2876 LAPLACE CORR- -0.77 DEFLEC90
MB2876 GEOID HEIGHT- -33.49 GEOID90
MB2876
MB2876
MB2876 HORZ ORDER - THIRD
MB2876 VERT ORDER - THIRD ?
MB2876
MB2876
MB2876.THE HORIZONTAL POSITION WAS ESTABLISHED BY CLASSICAL GEODETIC METHODS
MB2876.AND ADJUSTED BY THE NATIONAL GEODETIC SURVEY IN JULY 1986
MB2876.THE ORTHOMETRIC HEIGHT WAS DETERMINED BY DIFFERENTIAL LEVELING. THE
MB2876.VERTICAL NETWORK TIE WAS PERFORMED BY A HORIZONTAL FIELD PARTY FOR
MB2876.HORIZONTAL OBSERVATION REDUCTIONS. RESET PROCEDURES WERE USED TO
MB2876.ESTABLISH THE ELEVATION.
MB2876
MB2876; North East Scale Converg.
MB2876;SPC OH N - 148,584.637 679,546.439 0.99993982 +0 37 16.2 MT
MB2876;UTM 17 - 4,538,997.395 453,370.150 0.99962676 -0 21 49.6 MT
MB2876
MB2876: Primary Azimuth Mark Grid Az
MB2876:SPC OH N - LOCKWOOD AZ MK 054 39 33.0
MB2876:UTM 17 - LOCKWOOD AZ MK 055 38 38.8
MB2876
MB2876|---------------------------------------------------------------------|
MB2876| Pid Reference Object Distance Geod. AZ |
MB2876| dddmmss.ss|
MB2876| LOCKWOOD AZ MK 0551649.2 |
MB2876| LOCKWOOD RM 1 33.650 METERS 27630 |
MB2876| LOCKWOOD RM 2 32.430 METERS 34227 |
MB2876|---------------------------------------------------------------------|
MB2876
MB2876
MB2876 HISTORY - Year Condition Recov. By
MB2876 HISTORY - 1951 STATION MONUMENTED COAST AND GEODETIC SURVEY
MB2876 HISTORY - 1999 GOOD COSE SURVEY FIELD CREW
MB2876
MB2876 STATION DESCRIPTION
MB2876
MB2876'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LWS)
MB2876'STATION IS LOCATED ABOUT 2 MILES SOUTH OF AKRON IN THE LOCKWOOD
MB2876'CORNERS SECTION OF THE
MB2876'PORTAGE LAKES DISTRICT AND ON THE EXTREME EAST END OF HALCYON DRIVE.
MB2876'IT IS 79 FEET WEST OF THE WEST
MB2876'EDGE OF LAKE, 60 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BRICK
MB2876'HOUSE AND 48 FEET NORTHEAST OF THE
MB2876'NORTHEAST CORNER OF FRAME HOUSE. THE MARK IS SET
MB2876'FLUSH WITH THE GROUND SURFACE AND THE DISK STAMPED
MB2876'LOCKWOOD 1951.
MB2876'
MB2876'REFERENCE MARK NO 1 IS 16 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
MB2876'DRIVEWAY INTO BASEMENT GARAGE
MB2876'OF HOME OF MR. NORMAN NOBLE, 12 FEET NORTH OF THE CENTER OF HALCYON
MB2876'DRIVE AND JUST EAST OF THREE MAIL
MB2876'BOXES. THE MARK IS SET FLUSH WITH THE GROUND SURFACE
MB2876'AND THE DISK STAMPED LOCKWOOD NO 1 1951.
MB2876'
MB2876'REFERENCE MARK NO 2 IS 61 FEET SOUTH OF THE SOUTHEAST CORNER OF FRAME
MB2876'HOUSE, 6 FEET NORTH OF
MB2876'NORTH END OF GARDEN AND IN THE EAST END OF A SMALL ARBOR. THE MARK
MB2876'IS SET FLUSH WITH THE GROUND
MB2876'SURFACE AND THE DISK STAMPED LOCKWOOD NO 2 1951.
MB2876'
MB2876'THE AZIMUTH MARK IS 16 FEET SOUTH OF THE CENTER OF PORTAGE LAKE DRIVE
MB2876'AND 6 FEET WEST OF THE MOST
MB2876'WESTERLY ONE OF TWO LARGE STONE POSTS, SET IN THE CONCRETE RETAINING
MB2876'WALL AT THE NORTH END OF LAKE. THE
MB2876'MARK IS SET FLUSH WITH THE CONCRETE SURFACE AND THE
MB2876'DISK STAMPED LOCKWOOD 1951.
MB2876'
MB2876'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 224 AND
MB2876'STATE HIGHWAY NO. 93 IN THE
MB2876'SOUTH EDGE OF AKRON, GO SOUTH ON STATE HIGHWAY NO. 93 FOR 2.1 MILES
MB2876'TO HALCYON DRIVE LEFT, TURN LEFT
MB2876'AND GO EAST ON HALCYON DRIVE FOR 0.1 MILE TO EAST END
MB2876'AND STATION AS DESCRIBED.
MB2876'
MB2876'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON HALCYON DRIVE
MB2876'FOR 0.1 MILE TO STATE HIGHWAY
MB2876'NO. 93, TURN RIGHT AND GO NORTH ON STATE HIGHWAY NO. 93 FOR 0.3 MILE
MB2876'TO PORTAGE LAKE DRIVE, TURN RIGHT
MB2876'AND GO EAST ON PORTAGE LAKE DRIVE FOR 0.5 MILE TO
MB2876'TWO LARGE STONE POSTS ON THE RIGHT AND MARK AS
MB2876'DESCRIBED.
MB2876'
MB2876'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
MB2876'
|
|
|
|
|
|
|
|
|
|
|
|
2229479.0
|
487481.46875
|
0101000020960E0000B58DFD4D730241413A9186B9E5C01D41
|
true
|
2011-01-12 08:49:00 -0500
|
false
|
41.00083153611111111111
|
-81.55445284444444444444
|
-81.5544528444445
|
41.000831536111
|
2229478.60930034
|
487481.431177396
|
679546.439207622
|
148584.637392128
|
16
|
16
|
435 BORR
|
MB1139
|
OH
|
Summit
|
|
B and O Railroad
|
1902-12-31 19:00:00 -0500
|
Rail Set Vertically
|
No Stamp
|
National Geodetic Survey
|
1992-06-24 20:00:00 -0400
|
HISTORY - Year Condition Recov. By
HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
HISTORY - 2006 UNABLE TO LOCATE SCE
|
NAD 83(1986)
|
|
false
|
41
|
7
|
59.0
|
N
|
81
|
28
|
51.0
|
W
|
SCALED
|
-33.71
|
GEOID90
|
THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
AND NOT KEY VERIFIED.
|
OH N
|
|
|
|
+
|
|
|
|
|
MT
|
|
|
|
|
309.951
|
1016.9
|
ADJ UNCH
|
|
|
|
|
|
|
|
|
|
NGVD 29
|
|
|
|
|
|
DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
0.3 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
STATION AT CUYAHOGA FALLS, SUMMIT COUNTY, ON THE NORTH SIDE OF
THE TRACK, AND AT POLE 130/15. A SECTION OF RAIL SET VERTICALLY
IN THE GROUND.
|
2006-07-10 20:00:00 -0400
|
SCE
|
Unable to Locate
|
|
1 National Geodetic Survey, Retrieval Date = JUNE 25, 1992
MB1139 ***********************************************************************
MB1139 DESIGNATION - 435 BORR
MB1139 PID - MB1139
MB1139 STATE/COUNTY- OH/SUMMIT
MB1139
MB1139 HORZ DATUM - NAD 83(1986)
MB1139 VERT DATUM - NGVD 29
MB1139
MB1139 POSITION - 41 07 59. (N) 081 28 51. (W) SCALED
MB1139 83 minus 27 - +00. -01. SCALED
MB1139
MB1139 HEIGHT - 309.951 (meters) 1016.90 (feet) ADJ UNCHK
MB1139 ***********************************************************************
MB1139
MB1139 GEOID HEIGHT- -33.71 GEOID90
MB1139
MB1139
MB1139
MB1139
MB1139.THE HORIZONTAL COORDINATES WERE SCALED FROM A TOPOGRAPHIC MAP.
MB1139.THE ORTHOMETRIC HEIGHT WAS KEY ENTERED FROM PRINTED DOCUMENTS
MB1139.AND NOT KEY VERIFIED.
MB1139
MB1139
MB1139
MB1139
MB1139
MB1139 HISTORY - Year Condition Recov. By
MB1139 HISTORY - 1903 STATION MONUMENTED BALTIMORE AND OHIO RAILROAD
MB1139
MB1139 STATION DESCRIPTION
MB1139
MB1139'DESCRIBED BY BALTIMORE AND OHIO RAILROAD 1903
MB1139'0.3 MILE EAST ALONG THE BALTIMORE AND OHIO RAILROAD FROM THE
MB1139'STATION AT CUYAHOGA FALLS, SUMMIT COUNTY, ON THE NORTH SIDE OF
MB1139'THE TRACK, AND AT POLE 130/15. A SECTION OF RAIL SET VERTICALLY
MB1139'IN THE GROUND.
|
|
|
|
|
|
|
|
|
|
|
|
2249234.0
|
535880.8125
|
0101000020960E00000980F42E09294141270386C8905A2041
|
true
|
2006-07-11 10:17:00 -0400
|
false
|
41.13305555555555555556
|
-81.48083333333333333334
|
-81.4808333333333
|
41.1330555555554
|
2249234.36683655
|
535880.391647433
|
685568.006147793
|
163336.670047462
|
919
|
920
|
BARBERTON 2 RESET
|
AJ1723
|
OH
|
SUMMIT
|
AKRON WEST
|
USCGS
|
1982-12-31 19:00:00 -0500
|
DISK IN CONCRETE
|
BARBERTON 2 1951 1983
|
|
|
HISTORY - Date Condition Report By
HISTORY - 1983 MONUMENTED CGS
HISTORY - 2013 DESTROYED SCE SURVEY CREW
|
NAD83(1986)
|
First
|
true
|
41
|
2
|
5.88654
|
N
|
81
|
35
|
25.94359
|
W
|
Adjusted
|
-33.3
|
GEOID03
|
The horizontal coordinates were established by classical geodetic methods
and adjusted by the National Geodetic Survey in April 1998.
The orthometric height was scaled from a topographic map.
The Laplace correction was computed from DEFLEC99 derived deflections.
The geoid height was determined by GEOID03.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
338.0
|
|
SCALED
|
|
|
|
|
|
|
|
|
|
NAVD 88
|
|
|
|
|
|
DESCRIBED BY COAST AND GEODETIC SURVEY 1983 (CLN)
THE STATION SURFACE MARK WAS FOUND DESTROYED. REFERENCE MARKS ONE AND
TWO WERE FOUND IN GOOD CONDITION AS DESCRIBED. A NEW STATION SURFACE
MONUMENT WAS SET. A SHORTER DISTANCE OF 0.004 METER (0.013 FT) WAS
NOTED TO REFERENCE MARK ONE USING THE 1951 INFORMATION. A LONGER
DISTANCE OF 0.024 METER (0.079 FT) WAS NOTED TO REFERENCE MARK ONE
USING THE 1963 INFORMATION. A LONGER DISTANCE OF 0.006 METER (0.020
FT) WAS NOTED TO REFERENCE MARK TWO USING THE 1951 INFORMATION. A
LONGER DISTANCE OF 0.013 METER (0.043 FT) WAS NOTED TO REFERENCE MARK
TWO USING THE 1963 INFORMATION. THE HORIZONTAL ANGLES TO BOTH
REFERENCE MARKS AGREED WITH THE 1963 INFORMATION. THE REASON FOR THE
DIFFERENCE IN DISTANCES IS UNKNOWN. BOTH REFERENCE MARKS ARE ATOP A
SMALL BANK AND PERHAPS THEY HAVE BEEN DISTURBED OF SUFFERED FROST
LIFT. THEY ARE BOTH SOLID AND IN GOOD CONDITION AT THIS TIME.
A COMPLETE NEW DESCRIPTION OF THE STATION FOLLOWS:
STATION IS LOCATED 8 KM (4.95 MI) SOUTHWEST FROM THE CENTER OF AKRON,
IN THE NORTH SECTION OF BARBERTON AND AT THE BARBERTON NORTH
STANDPIPE. OWNERSHIP--CITY OF BARBERTON. TO REACH THE STATION FROM A
POINT WHERE STATE STREET AND FAIRMONT AVENUE CROSSES OVER INTERSTATE
HIGHWAY 76 AT THE AKRON AND BARBAETON CITY LINE, GO SOUTHERLY ON
FAIRMONT AVENUE FOR 0.3 KM (0.20 MI) TO A SIDE ROAD RIGHT. TURN RIGHT
AND GO WEST ON GLENN STREET FOR 0.6 KM (0.35 MI) TO A SIDE ROAD RIGHT.
TURN RIGHT AND GO NORTH ON SUMMIT STREET FOR 0.15 KM (0.10 MI) TO A
SIDE ROAD RIGHT. TURN RIGHT AND GO EAST ON EVERGREEN STREET FOR 0.15
KM (0.10 MI) TO THE BARBERTON NORTH STANDPIPE ON THE LEFT AND THE
STATION ON THE RIGHT.
THE STATION IS A STANDARD NGS DISK STAMPED---BARBERTON 2 1951 1983---,
SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM) IN
DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 0.9 METERS (3.0
FT) NORTH FROM A WITNESS POST, 16.8 METERS (55.1 FT) SOUTH FROM THE
CENTER OF THE EXTENDED CENTER OF EVERGREEN STREET, 31.9 METERS (104.7
FT) SOUTH FROM THE SOUTH EDGE OF THE STANDPIPE AND ON THE SOUTH SLOPE
OF A GRASS COVERED HILL.
REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED---BARBERTON NO 1
1943---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
CM) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 29.3
METERS (96.1 FT) NORTH-NORTHWEST FROM THE WITNESS POST, 11.0 METERS
(36.1 FT) SOUTHWEST FROM THE SOUTHWEST SIDE OF THE STANDPIPE, AND 9.8
METERS (32.2 FT) NORTH FROM THE CENTER OF THE ROAD, AND 1.2 METERS
(3.9 FT) HIGHER THAN THE STATION.
REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED---BARBERTON NO 2
1943---, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30
CM) IN DIAMETER, FLUSH WITH GROUND. THE STATION IS LOCATED 33.8
METERS (110.9 FT) NORTHEAST FROM THE WITNESS POST, 11.4 METERS (37.4
FT) SOUTHEAST FROM THE SOUTHEAST EDGE OF THE STANDPIPE AND 5.5 METERS
(18.0 FT) NORTH FROM THE CENTER OF THE ROAD, AND 1.2 METERS (3.9 FT)
HIGHER THAN THE STATION.
FOLLOWING IS A LIST OF THE OBJECTS NEAR THIS STATION WHICH WILL EFFECT
THE GPS. THERE IS A EAST-WEST POWERLINE ABOUT 25 METERS (82.0 FT) TO
THE NORTH OF THE STATION. THERE IS A CHAIN LINK FENCE AT THE
STANDPIPE WHICH IS 32 METERS (105.0 FT) TO THE NORTH. THE STANDPIPE
BLOCKS ABOUT 45 DEGREES ABOVE THE HORIZON TO THE NORTH. THERE ARE
ANTENNAS, HOUSES, TREES AND NUMEROUS OTHER OBJECTS SURROUNDING THE
STATION.
RECOVERY NOTE 2013 SCE- THE MONUMENT WAS DESTROYED BY CELL TOWER CONSTRUCTION
|
2013-11-13 19:00:00 -0500
|
SCE
|
Destroyed
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2219389.07
|
499811.08
|
0101000020960E0000849DCE7CBEEE4041E400EA908F811E41
|
true
|
2013-11-14 09:50:00 -0500
|
true
|
41.03496848333333333333
|
-81.59053988611111111111
|
-81.5905398861111
|
41.0349684833332
|
2219388.9750554
|
499811.891517652
|
676471.11253911
|
152342.969220502
|
920
|
923
|
2871
|
CE2871
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 3/4IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
11.476804
|
N
|
81
|
38
|
38.292942
|
W
|
|
|
|
|
OH N
|
161723.53962915926
|
671886.0962255525
|
0.9999395532406339
|
+
|
0
|
33
|
44.52841412159046
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/64
A 1" rebar in a monument box at station 28+71.36 Rothrock Rd. This is a P.T.
125.5 feet east of a "Speed Limit 35" sign.
175.5 feet east of a CATV box.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2204346.3007
|
530587.9796
|
0101000020960E000019077D265DD14041D6B286F537312041
|
true
|
2005-03-17 04:24:00 -0500
|
false
|
41.11985466777777777778
|
-81.64397026166666666666
|
-81.6439702616667
|
41.1198546677776
|
2204346.30069054
|
530587.979543294
|
671886.09622267
|
161723.539611857
|
921
|
924
|
2334
|
CE2334
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
13.000315
|
N
|
81
|
38
|
31.838687
|
W
|
|
|
|
|
OH N
|
161772.01249682502
|
672036.1857150113
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/64
A 1" rebar in a monument box at station 23+34.06 Rothrock Rd. It is the P.C. of a curve.
16.0 feet north of the south edge of pavement.
16.0 feet south of the north edge of pavement.
There are no other landmarks to reference this point to.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2204838.7193
|
530747.011
|
0101000020960E000029DA0F5C53D24041AD6AA50576322041
|
true
|
2005-03-17 04:22:00 -0500
|
false
|
41.12027786527777777778
|
-81.64217741305555555555
|
-81.6421774130555
|
41.1202778652776
|
2204838.71923377
|
530747.011027654
|
672036.185694824
|
161772.012505236
|
922
|
925
|
3838
|
CE3838
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
13.185193
|
N
|
81
|
38
|
51.829155
|
W
|
|
|
|
|
OH N
|
161773.14352044705
|
671569.835996952
|
0.999939560788105
|
+
|
0
|
33
|
35.63579524912214
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/65
A 1" rebar in a monument box at station 38+38.78 Rothrock Rd. It is the P.C. of a curve.
27.4 feet south of a sign "Hidden Drive".
30.0 feet northwest of a chevron sign.
20.0 feet north of the east end of a guardrail.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2203308.7036
|
530750.7217
|
0101000020960E000012BB0C5A56CF4041BE5986717D322041
|
true
|
2005-03-17 04:27:00 -0500
|
false
|
41.12032922027777777778
|
-81.64773032083333333333
|
-81.6477303208333
|
41.1203292202776
|
2203308.70351351
|
530750.721728138
|
671569.83597059
|
161773.143529007
|
923
|
926
|
4329
|
CE4329
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
15.637672
|
N
|
81
|
38
|
54.556652
|
W
|
|
|
|
|
OH N
|
161848.1703124206
|
671505.4763119126
|
0.99993957174247
|
+
|
0
|
33
|
33.84395584248239
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/65
A 1" rebar in a monument box at station 43+29.00 Rothrock Rd. It is the P.C. of a curve.
58.7 feet south of the center of a storm manhole.
53.0 feet northwest of a telephone power pole #1101-35.
30.0 feet east of a 21" pine at #552 Rothrock Rd.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2203097.5502
|
530996.8721
|
0101000020960E00008E2A6BC6ECCE4041D99984BE69342041
|
true
|
2005-03-17 04:29:00 -0500
|
false
|
41.12101046444444444445
|
-81.64848795888888888889
|
-81.6484879588889
|
41.1210104644443
|
2203097.55014545
|
530996.872105415
|
671505.476295287
|
161848.170314054
|
924
|
927
|
1933
|
CE1933
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
15.762859
|
N
|
81
|
38
|
28.080729
|
W
|
|
|
|
|
OH N
|
161858.0875488951
|
672123.0039319278
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/64
A 1" rebar in a monument box at station 19+33.31 Rothrock Rd. This is the P.T. of a curve.
66.0 feet east of the center of a catchbasin.
68.3 feet north of a 14" pine.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2205123.5554
|
531029.4089
|
0101000020960E00003FFA16C7E1D24041B1855BD1AA342041
|
true
|
2005-03-17 04:19:00 -0500
|
false
|
41.12104523861111111111
|
-81.64113353583333333333
|
-81.6411335358333
|
41.121045238611
|
2205123.55538872
|
531029.408901384
|
672123.003928489
|
161858.087549301
|
925
|
928
|
1447
|
CE1447
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
17.346511
|
N
|
81
|
38
|
22.290749
|
W
|
|
|
|
|
OH N
|
161908.26748285498
|
672257.5763271527
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/64
A 1" rebar in a monument box at station 14+47 Rothrock Rd.
16.0 feet north of the south edge of pavement.
19.0 feet south of the north edge of pavement.
450 feet west of the centerline of Cleve-Mass Rd.
This is the P.C. of the curve.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2205565.065
|
531194.0409
|
0101000020960E00009BCC5288BED3404106A7F814F4352041
|
true
|
2005-03-17 04:17:00 -0500
|
false
|
41.12148514194444444445
|
-81.63952520805555555555
|
-81.6395252080556
|
41.1214851419443
|
2205565.06502683
|
531194.040959568
|
672257.576335331
|
161908.267500995
|
926
|
929
|
226
|
CE0226
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
22.551116
|
N
|
81
|
40
|
21.349804
|
W
|
|
|
|
|
OH N
|
162041.9336449073
|
669478.9509372619
|
0.999939603380945
|
+
|
0
|
32
|
36.825176398617714
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/70
A 1" rebar in a monument box at the intersection of Ridge Crest and Silver Ridge Dr.
22.15 feet southwest of the top of a fire hydrant.
17.30 feet southwest of the center of a sanitary manhole lid.
55.80 feet northwest of a rebar with cap stamped "Spagnuolo".
55.90 feet northeast of a rebar with cap stamped "Spagnuolo".
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2196448.8582
|
531632.5773
|
0101000020960E000008FEDA6DF0C140417D7D8A2761392041
|
true
|
2005-03-16 10:07:00 -0500
|
true
|
41.12293086555555555556
|
-81.67259716777777777778
|
-81.6725971677778
|
41.1229308655554
|
2196448.85824561
|
531632.577228471
|
669478.950951165
|
162041.933623088
|
927
|
930
|
225
|
CE0225
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD83(1986)
|
Third
|
false
|
41
|
7
|
22.693093
|
N
|
81
|
40
|
35.946126
|
W
|
|
|
|
|
OH N
|
162043.09091186183
|
669138.4510439421
|
0.999939604042421
|
+
|
0
|
32
|
27.23611799240146
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
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|
Summit County Engineer Field Book 1090/70
A 1" rebar in a monument box at the intersection of Misty Lane and Ridge Crest.
59.50 feet southeast of a P.K. nail with shiner in the east side of a 20" hickory.
44.10 feet southwest of the top of a fire hydrant.
84.30 feet northwest of a P.K. nail with shiner in the west side of a 14" elm.
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|
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|
|
|
2195331.7348
|
531636.3741
|
0101000020960E0000D5D90EDEC1BF40415B0F89BF68392041
|
true
|
2005-03-16 10:02:00 -0500
|
true
|
41.12297030361111111111
|
-81.67665170166666666667
|
-81.6766517016667
|
41.122970303611
|
2195331.73482821
|
531636.37409256
|
669138.451052541
|
162043.090909577
|
928
|
931
|
8
|
CE0008
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
26.763288
|
N
|
81
|
40
|
28.695041
|
W
|
|
|
|
|
OH N
|
162170.23769367542
|
669306.3940462281
|
0.999939623206472
|
+
|
0
|
32
|
31.999720313950633
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
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|
Summit County Engineer Field Book 1090/739
A 3/4" ironbar in a monument box at the intersection of Pinewood Path and Pinewood Spur.
63.70 feet southeast of a P.K. nail with a shiner in the east side of a 9" poplar.
50.60 feet southwest of the southwest corner of a concrete top of a 4'x4' catchbasin.
20.00 feet northwest of the center of a sanitary manhole lid.
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|
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|
|
2195882.7278
|
532053.5215
|
0101000020960E00004932275DD5C0404194AC090BAB3C2041
|
true
|
2005-03-16 10:38:00 -0500
|
true
|
41.12410091333333333334
|
-81.67463751138888888889
|
-81.6746375113889
|
41.1241009133332
|
2195882.72775868
|
532053.521558183
|
669306.394033633
|
162170.237711394
|
929
|
932
|
5
|
CE0005
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
26.797811
|
N
|
81
|
40
|
36.471354
|
W
|
|
|
|
|
OH N
|
162169.58828549655
|
669125.00503937
|
0.999939623370716
|
+
|
0
|
32
|
26.89106996012299
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
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|
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|
Summit County Engineer Field Book 1090/70
A 3/4 " rebar in a monument box at the intersection of Misty Lane and Pinewood Path.
42.10 feet southwest of the southwest corner of the concrete top of a 4'x4' catchbasin.
52.10 feet northwest of the northwest corner of the concrete top of a 4'x4' catchbasin.
20.85 feet northwest of the center of a sanitary manhole lid.
85.50 feet east of the southeast corner of a 2 story frame house #444.
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|
|
2195287.6207
|
532051.3909
|
0101000020960E000009D771CFABBF4041EF902BC8A63C2041
|
true
|
2005-03-16 10:15:00 -0500
|
true
|
41.12411050305555555556
|
-81.67679759833333333334
|
-81.6767975983333
|
41.1241105030554
|
2195287.62066162
|
532051.390957383
|
669125.005027672
|
162169.588302973
|
930
|
933
|
164
|
CE0164
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
27.276099
|
N
|
81
|
40
|
4.228534
|
W
|
|
|
|
|
OH N
|
162191.4786995174
|
669876.9129387859
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
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|
|
|
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|
Summit County Engineer Field Book 1090/74
A 1" rebar in monument box at the intersection of Westview Dr. and Hametown Rd.
76.60 feet southeast of a P.K. nail with shiner in the east side of an electric-telephone pole #CP-892.
35.90 feet northwest of a P.K. nail with shiner in the west side of an electric-telephone pole GTE #1104/32.
33.10 feet northeast of the center of a sanitary manhole lid.
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|
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|
|
2197754.5052
|
532123.2097
|
0101000020960E000059B9AA407DC4404131C25C6B363D2041
|
true
|
2005-03-17 03:19:00 -0500
|
true
|
41.12424336083333333334
|
-81.66784125944444444445
|
-81.6678412594444
|
41.1242433608332
|
2197754.50521008
|
532123.209692067
|
669876.912941859
|
162191.478697082
|
931
|
934
|
165
|
CE0165
|
OH
|
Summit
|
Wadsworth
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
27.326518
|
N
|
81
|
40
|
15.44321
|
W
|
|
|
|
|
OH N
|
162190.54268732536
|
669615.3216865633
|
0.999939625888987
|
+
|
0
|
32
|
40.70551526140903
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
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|
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|
|
Summit County Engineer Field Book 1090/73
A 1" rebar in a monument box on Westview Dr.
45.60 feet southeast of the top of a fire hydrant.
65.00 feet southwest of a P.K. nail with shiner in the west side of a 8" maple.
26.10 feet northeast of the center of a sanitary manhole lid.
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|
|
|
|
|
|
|
2196896.2679
|
532120.1388
|
0101000020960E000060ED4B22D0C24041F3970B47303D2041
|
true
|
2005-03-16 10:47:00 -0500
|
true
|
41.12425736611111111111
|
-81.67095644722222222223
|
-81.6709564472222
|
41.124257366111
|
2196896.26794212
|
532120.138760327
|
669615.3216994
|
162190.542675217
|
932
|
935
|
166
|
CE0166
|
OH
|
Summit
|
Wadsworth
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
27.352362
|
N
|
81
|
40
|
21.312485
|
W
|
|
|
|
|
OH N
|
162190.03976631956
|
669478.4163474726
|
0.999939626012274
|
+
|
0
|
32
|
36.84969515186154
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
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|
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|
|
Summit County Engineer Field Book 1090/73
A 1" rebar in a monument box at the intersection of Silver Ridge and Westview.
60.10 feet southwest of the top of a fire hydrant.
76.50 feet northwest of a P.K. nail with shiner in a 15" maple.
29.50 feet souteast of the southeast corner of the concrete base of an electric pedestal.
|
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|
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|
|
|
|
|
|
|
|
|
|
2196447.1043
|
532118.4888
|
0101000020960E0000F1B95A8DEFC14041C54B47FA2C3D2041
|
true
|
2005-03-16 10:41:00 -0500
|
true
|
41.124264545
|
-81.67258680138888888889
|
-81.6725868013889
|
41.1242645449999
|
2196447.10433125
|
532118.488825195
|
669478.416356997
|
162190.039773983
|
933
|
936
|
9
|
CE0009
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 1IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
29.38116
|
N
|
81
|
40
|
28.674422
|
W
|
|
|
|
|
OH N
|
162250.99245110492
|
669306.1107645415
|
0.999939635737588
|
+
|
0
|
32
|
32.01326967187299
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/72
A 3/4" bar in a monument box on Pinewood Spur.
101.50 feet southeast of the southwest corner of a two story frame house #399.
21.40 feet southwest of the center of a sanitary manhole lid.
67.00 feet northeast of a p.k. nail with shiner in the north side of a 10" pine.
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
|
|
2195881.7984
|
532318.4644
|
0101000020960E0000626630E6D4C04041A218C2EDBC3E2041
|
true
|
2005-02-22 09:11:00 -0500
|
true
|
41.1248281
|
-81.67463178388888888889
|
-81.6746317838889
|
41.1248280999999
|
2195881.79835205
|
532318.464371462
|
669306.110749926
|
162250.992442388
|
934
|
937
|
10
|
CE0010
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
29.390777
|
N
|
81
|
40
|
31.027114
|
W
|
|
|
|
|
OH N
|
162250.7699466599
|
669251.2330911863
|
0.99993963578393
|
+
|
0
|
32
|
30.46766775350278
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/72
At the center of a cul-de-sac at the west end of Pinewood Spur. It is a 3/4" bar in a monument box.
115.30 feet southeast of the southwest corner of a two story frame house #387.
58.10 feet northwest of a p.k. nail with shiner in the west side of a 12" poplar tree.
66.40 feet northeast of a p.k. nail with shiner in the north side of a 12" oak tree.
|
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
2195701.7539
|
532317.7344
|
0101000020960E0000D6467FE07AC04041A2560978BB3E2041
|
true
|
2005-02-22 09:07:00 -0500
|
true
|
41.12483077138888888889
|
-81.67528530944444444445
|
-81.6752853094444
|
41.1248307713887
|
2195701.75388418
|
532317.734446246
|
669251.233086363
|
162250.769960739
|
935
|
938
|
4
|
CE0004
|
OH
|
Summit
|
Wadsworth
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
29.594887
|
N
|
81
|
40
|
36.451126
|
W
|
|
|
|
|
OH N
|
162255.87063246124
|
669124.6624434849
|
0.9999396367677711
|
+
|
0
|
32
|
26.90436255701627
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/70
A 3/4" rebar in a monument box on Misty Lane
75.60 feet southeast of the southeast corner of the concrete base of an electric pedestal.
20.5 feet northwest of the northwest corner of the concrete top of a 4'x4' catchbasin.
20.4 feet northeast of the northeast corner of the concrete top of a 4'x4' catchbasin.
|
|
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|
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|
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|
|
|
|
|
|
|
|
2195286.4967
|
532334.4689
|
0101000020960E0000F84F943FABBF4041B5ED14F0DC3E2041
|
true
|
2005-03-16 10:17:00 -0500
|
true
|
41.12488746861111111111
|
-81.67679197944444444445
|
-81.6767919794444
|
41.124887468611
|
2195286.49671363
|
532334.468909672
|
669124.662447641
|
162255.870635394
|
936
|
939
|
167
|
CE0167
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 5/8IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
30.404687
|
N
|
81
|
40
|
21.302459
|
W
|
|
|
|
|
OH N
|
162284.19316230633
|
669477.7569723139
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/73
A 5/8" rebar in a monument box on Silver Ridge.
23.50 feet northwest of the top of a fire hydrant.
53.60 feet northeast of the center of a sanitary manhole lid.
83.50 feet southeast of the northeast corner of a 2 story frame house #394.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2196444.941
|
532427.3904
|
0101000020960E000081437178EEC14041F987E8C7963F2041
|
true
|
2005-03-16 10:45:00 -0500
|
true
|
41.12511241305555555556
|
-81.67258401638888888889
|
-81.6725840163889
|
41.1251124130554
|
2196444.94095653
|
532427.390445947
|
669477.756959065
|
162284.193176294
|
937
|
940
|
3
|
CE0003
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
31.544805
|
N
|
81
|
40
|
36.147686
|
W
|
|
|
|
|
OH N
|
162316.08411480824
|
669131.1721920244
|
0.99993964621568
|
+
|
0
|
32
|
27.103710389924345
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/71
A 3/4" bar in a monument box on Misty Lane.
56.40 feet southeast of the southeast corner concrete base electrical pedestal.
40.50 feet west of the south side of a 4" maple.
41.50 feet northeast of the southeast corner of a mailbox post #392.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2195307.8541
|
532532.0193
|
0101000020960E0000CE1251EDB5BF40411FD3E10968402041
|
true
|
2005-02-22 09:17:00 -0500
|
true
|
41.1254291125
|
-81.67670769055555555556
|
-81.6767076905556
|
41.1254291124999
|
2195307.85403667
|
532532.019301031
|
669131.17217272
|
162316.084115105
|
938
|
941
|
162
|
CE0162
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
31.66705
|
N
|
81
|
39
|
42.087692
|
W
|
|
|
|
|
OH N
|
162331.8664465329
|
670392.0343510286
|
0.9999396468109412
|
+
|
0
|
33
|
2.6184332346981876
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/76
A 1" rebar in a monument box on Cobblestone Dr.
57.70 feet southeast of the center of the grate of a 2'x2' catchbasin.
44.90 feet southwest of the top of a fire hydrant.
89.90 feet northeast of the northeast corner of a 2 story brick house #4242.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2199444.5327
|
532583.7985
|
0101000020960E00003BAF2E44CAC740415E63CA98CF402041
|
true
|
2005-03-17 03:32:00 -0500
|
true
|
41.12546306944444444445
|
-81.66169102555555555556
|
-81.6616910255556
|
41.1254630694443
|
2199444.5326747
|
532583.798419099
|
670392.034343316
|
162331.866421857
|
939
|
942
|
163
|
CE0163
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
31.674551
|
N
|
81
|
39
|
46.792024
|
W
|
|
|
|
|
OH N
|
162331.04391160782
|
670282.3081432563
|
0.9999396468474852
|
+
|
0
|
32
|
59.527916289376606
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/76
A 1" rebar in a monument box at the intersection of Cobblestone Dr and Hollythorn Dr.
72.00 feet southwest of the top of a fire hydrant.
36.35 feet northwest of the center of a sanitary manhole lid.
50.10 feet southeast of the center of the grate of a 2'x2' catchbasin.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2199084.5393
|
532581.0999
|
0101000020960E00005D9A084516C74041F6B12833CA402041
|
true
|
2005-03-17 03:35:00 -0500
|
true
|
41.12546515305555555556
|
-81.66299778444444444444
|
-81.6629977844444
|
41.1254651530554
|
2199084.53932504
|
532581.099919854
|
670282.308150889
|
162331.043917645
|
940
|
943
|
5944
|
CE5944
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
HISTORY- 2013 GOOD SCE SURVEY CREW
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
32.138049
|
N
|
81
|
38
|
54.468008
|
W
|
|
|
|
|
OH N
|
162357.1551435103
|
671502.5744577089
|
0.999939649107775
|
+
|
0
|
33
|
33.90219975268792
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/65
A 1" rebar in a monument box at station 59+44.82 Rothrock Rd.
21.2 feet east of a telephone pole #CP-814.
70.5 feet southwest of a telephone pole with no number.
69.7 feet northwest of a telephone pole with no number.
At the intersection of Rosemont Blvd.
|
2013-01-09 19:00:00 -0500
|
SCE
|
Good
|
Good
|
|
|
|
|
|
|
|
|
|
|
|
|
2203088.0297
|
532666.7665
|
0101000020960E00005CC9CB03E8CE40416BF46F8875412041
|
true
|
2013-01-11 01:56:00 -0500
|
false
|
41.1255939025
|
-81.64846333555555555555
|
-81.6484633355556
|
41.1255939024999
|
2203088.02965657
|
532666.766479147
|
671502.574444472
|
162357.155137137
|
942
|
945
|
1
|
CE0001
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
HISTORY-2013 GOOD SCE SURVEY CREW
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
32.974734
|
N
|
81
|
40
|
35.70948
|
W
|
|
|
|
|
OH N
|
162360.2878536957
|
669140.976469393
|
0.9999396532007191
|
+
|
0
|
32
|
27.391592036385504
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/71
At the intersection of Misty Lane and Briarcliff, a 3/4" bar in a monument box.
84.30 feet east of the southeast corner of a two story frame house #370.
36.90 feet southeast of the northeast corner of a concrete drive to house #370.
60.25 feet northwest of a p.k. nail with shiner in the east side of a 10"pine.
|
2013-01-09 19:00:00 -0500
|
SCE
|
Good
|
Good
|
|
|
|
|
|
|
|
|
|
|
|
|
2195340.0203
|
532677.0444
|
0101000020960E00007ED29A02C6BF40411913B3168A412041
|
true
|
2013-01-11 01:54:00 -0500
|
true
|
41.125826315
|
-81.67658596666666666667
|
-81.6765859666667
|
41.1258263149998
|
2195340.0203498
|
532677.044334981
|
669140.976484572
|
162360.287833859
|
943
|
946
|
6
|
CE0006
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
32.980243
|
N
|
81
|
40
|
29.74927
|
W
|
|
|
|
|
OH N
|
162361.77162306328
|
669279.990419101
|
0.999939653227705
|
+
|
0
|
32
|
31.307152423632232
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/72.
A 3/4 inch bar in a monument box at the intersection of Willowgreen Trail and BriarCliff Trail.
61.3 feet southwest of a P.K.nail in the northwest side of a 32 inch twin poplar.
59.0 feet north of a P.K. nail with shiner on the west side of a 12 inch twin elm.
48.5 feet southeast of the southeast corner of the conc. top of a 4' by 4' catch basin.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2195796.1019
|
532681.9124
|
0101000020960E0000AE380B0DAAC040419E5C1BD393412041
|
true
|
2005-02-09 10:15:00 -0500
|
true
|
41.12582784527777777778
|
-81.67493035277777777778
|
-81.6749303527778
|
41.1258278452776
|
2195796.10190495
|
532681.912318129
|
669279.990420609
|
162361.771598092
|
944
|
947
|
7
|
CE0007
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
32.983273
|
N
|
81
|
40
|
26.483869
|
W
|
|
|
|
|
OH N
|
162362.585989332
|
669356.1515265431
|
0.9999396532425591
|
+
|
0
|
32
|
33.452350943186104
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/72
At the center of a cul-de-sac at the east end of Briarcliff Trail, Bath Township.
101.50 feet southeast of the southwest corner of a two story frame house #4549.
65.00 feet west of the northwest corner of the concrete top of a 4x4 foot catch basin.
56.10 feet northeast of the center of a sanitary manhole lid.
It is a 3/4" bar in a monument box.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2196045.9738
|
532684.5842
|
0101000020960E0000B0C4A4FC26C140412CE91A2B99412041
|
true
|
2005-02-22 09:02:00 -0500
|
true
|
41.12582868694444444445
|
-81.67402329694444444445
|
-81.6740232969444
|
41.1258286869443
|
2196045.97377833
|
532684.584189688
|
669356.151519938
|
162362.585986173
|
945
|
948
|
11
|
CE0011
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 3/4IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
34.812565
|
N
|
81
|
40
|
35.450428
|
W
|
|
|
|
|
OH N
|
162417.03413766826
|
669146.4833324867
|
0.999939662248678
|
+
|
0
|
32
|
27.561779441023333
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/71
A 3/4" bar in a monument box on Misty Lane, 187 feet north of Briarcliff.
85.25 feet southeast of the southeast corner of a two story house #348.
96.00 feet southwest of a p.k. nail with shiner in the west side of a telephone/electric pole #CP-1938.
24.40 feet west of a p.k. nail with shiner in the north side of a telephone/electric pole #CP-4132.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2195358.0874
|
532863.2195
|
0101000020960E000075622E0BCFBF40413C046A70FE422041
|
true
|
2005-02-22 09:37:00 -0500
|
true
|
41.12633682361111111111
|
-81.67651400777777777778
|
-81.6765140077778
|
41.126336823611
|
2195358.08735305
|
532863.219558842
|
669146.483318175
|
162417.034155588
|
947
|
950
|
160
|
CE0160
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
35.260713
|
N
|
81
|
39
|
55.994974
|
W
|
|
|
|
|
OH N
|
162439.60471424944
|
670066.5998374397
|
0.999939664466994
|
+
|
0
|
32
|
53.4820443054862
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/75
A 1" rebar in a monument box on Middlebush Cir.
38.10 feet northeast of the northeast corner of a brick mailbox post for house #346.
48.70 feet northeast of the top of a fire hydrant.
96.00 feet southwest of the northwest corner of a 2 story brick house #341.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198376.8363
|
532937.2698
|
0101000020960E0000C4F60D6BB4C540419E4E248A92432041
|
true
|
2005-03-16 10:30:00 -0500
|
true
|
41.12646130916666666667
|
-81.66555415944444444444
|
-81.6655541594444
|
41.1264613091665
|
2198376.83636365
|
532937.269808251
|
670066.599856839
|
162439.604716749
|
948
|
951
|
161
|
CE0161
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
35.268082
|
N
|
81
|
40
|
0.567298
|
W
|
|
|
|
|
OH N
|
162438.81241554482
|
669959.9542189485
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/75
A 1" rebar in a monument box on W. Bramble Circle.
89.10 feet southeast of the southeast corner of a 2 story brick house #334.
85.40 feet southwest of the southwest corner of a 2 story brick house #335.
49.10 feet northwest of the top of a fire hydrant.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198026.9498
|
532934.6704
|
0101000020960E0000496A957905C54041822B45578D432041
|
true
|
2005-03-16 10:32:00 -0500
|
true
|
41.12646335611111111111
|
-81.66682424944444444445
|
-81.6668242494444
|
41.126463356111
|
2198026.94987229
|
532934.6704496
|
669959.954240982
|
162438.812430647
|
949
|
952
|
224
|
CE0224
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
37.818808
|
N
|
81
|
39
|
49.127611
|
W
|
|
|
|
|
OH N
|
162520.04525273052
|
670226.0153416307
|
0.999939677219566
|
+
|
0
|
32
|
57.99357002269687
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/77
A 1" rebar in a monument box on Sierra Dr.
89.90 feet southeast of the southwest corner of a 2 story brick house #270.
79.20 feet northeast of the top of a fire hydrant.
17.6 feet south of the center of a sanitary manhole lid.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198899.852
|
533201.1818
|
0101000020960E0000DDFE0DEDB9C640414068145DA2452041
|
true
|
2005-03-16 09:31:00 -0500
|
true
|
41.12717189111111111111
|
-81.66364655861111111111
|
-81.6636465586111
|
41.127171891111
|
2198899.85198961
|
533201.18179632
|
670226.015338464
|
162520.045251593
|
950
|
953
|
222
|
CE0222
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
37.822143
|
N
|
81
|
39
|
51.414266
|
W
|
|
|
|
|
OH N
|
162519.63688087373
|
670172.6816967233
|
0.999939677236302
|
+
|
0
|
32
|
56.491342836593795
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/77
A 1 inch rebar in a monument box at the intersection of Sierra Dr. and Bramble.
25.40 feet southwest of the center of a sanitary manhole lid.
38.2 feet northwest of the center of a 2'x2' catchbasin grate.
38.2 feet northeast of the center of a 2'x2' catchbasin grate.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198724.8732
|
533199.842
|
0101000020960E0000747BC76F62C640415EE312AF9F452041
|
true
|
2005-03-16 09:01:00 -0500
|
true
|
41.1271728175
|
-81.66428174055555555556
|
-81.6642817405556
|
41.1271728174999
|
2198724.87327521
|
533199.84194098
|
670172.681719649
|
162519.63686287
|
951
|
954
|
157
|
CE0157
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
37.828763
|
N
|
81
|
39
|
55.98821
|
W
|
|
|
|
|
OH N
|
162518.81958851917
|
670065.9997155194
|
0.999939677269502
|
+
|
0
|
32
|
53.486487972063514
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/74
A 1" rebar in a monument box at the intersection of Middlebush Circle and Sierra Dr.
79.30 feet southeast of the southwest corner of a 2 story brick house #4315.
38.70 feet northwest of the northwest corner of the concrete top of a 4'x4' catchbasin.
63.60 feet northeast of a P.K. nail with shiner in the east side of a 14" oak.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198374.8674
|
533197.1606
|
0101000020960E0000779F056FB3C54041D0E430529A452041
|
true
|
2005-03-17 03:29:00 -0500
|
true
|
41.12717465638888888889
|
-81.66555228055555555556
|
-81.6655522805556
|
41.1271746563887
|
2198374.8673591
|
533197.16052928
|
670065.999703052
|
162518.819566948
|
952
|
955
|
156
|
CE0156
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
37.835856
|
N
|
81
|
40
|
0.560878
|
W
|
|
|
|
|
OH N
|
162518.0186944374
|
669959.3472999746
|
0.999939677305061
|
+
|
0
|
32
|
50.482467991712525
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
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|
Summit County Engineer Field Book 1090/74
A 1" rebar in a monument box at the intersection of Sierra Dr. and West Bramble Circle.
23.6 feet southeast of the center of a sanitary manhole lid.
61.25 feet northwest of a P.K. nail with shiner in the west side of a 7" pine.
125.40 feet northeast of the top of a fire hydrant.
|
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|
|
|
|
|
|
|
2198024.9586
|
533194.533
|
0101000020960E0000BC48B37A04C54041A793E71095452041
|
true
|
2005-03-17 03:26:00 -0500
|
true
|
41.12717662666666666667
|
-81.66682246611111111111
|
-81.6668224661111
|
41.1271766266665
|
2198024.95859632
|
533194.533016791
|
669959.347298852
|
162518.018699537
|
953
|
956
|
155
|
CE0155
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
37.840343
|
N
|
81
|
40
|
3.603526
|
W
|
|
|
|
|
OH N
|
162517.479502159
|
669888.380970282
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
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|
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|
Summit County Engineer Field Book 1090/74
A 1" rebar in a monument box on Sierra Dr.
60.40 feet southeast of a P.K. nail with shiner in the north side of a 24" maple.
112.30 feet northwest of the top of a fire hydrant.
69.20 feet northeast of a P.K nail with shiner in the north side of an electric-telephone pole # CP-898.
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|
2197792.1299
|
533192.764
|
0101000020960E00008F33A11090C44041C678248791452041
|
true
|
2005-03-17 03:23:00 -0500
|
true
|
41.12717787305555555556
|
-81.66766764611111111111
|
-81.6676676461111
|
41.1271778730554
|
2197792.12991948
|
533192.763950133
|
669888.380976218
|
162517.479486942
|
954
|
957
|
6701
|
CE6701
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
39.611324
|
N
|
81
|
38
|
54.429762
|
W
|
|
|
|
|
OH N
|
162587.68194056387
|
671501.2156870713
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
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|
Summit County Engineer Field Book 1091/65
A 1" rebar in a monument box at station 37+01.13 Rothrock Rd.
30.0 feet west of a telephone-power pole #1101-19.
27.5 feet east of a telephone-power pole with no number.
47.0 feet southeast of a fire hydrant.
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|
|
2203083.5718
|
533423.0865
|
0101000020960E000050FC30C9E5CE4041B2B5402C5E472041
|
true
|
2005-03-17 04:37:00 -0500
|
false
|
41.12766981222222222223
|
-81.64845271166666666666
|
-81.6484527116667
|
41.1276698122221
|
2203083.57180742
|
533423.086431196
|
671501.215689333
|
162587.681919577
|
955
|
958
|
221
|
CE0221
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
40.687459
|
N
|
81
|
39
|
51.405011
|
W
|
|
|
|
|
OH N
|
162608.02165100334
|
670172.0506375413
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
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|
Summit County Engineer Field Book 1090/76
A 1" rebar in a monument box on Bramble Dr.
24.70 feet east of the top of a fire hydrant.
17.20 feet west of the center of a sanitary manhole lid.
86.90 feet northwest of the southwest corner of a 2 story tudor house #4283.
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|
|
|
|
2198722.8028
|
533489.8177
|
0101000020960E00004D60C26661C64041F458ABA2E3472041
|
true
|
2005-03-17 03:40:00 -0500
|
true
|
41.12796873861111111111
|
-81.66427916972222222222
|
-81.6642791697222
|
41.127968738611
|
2198722.80280689
|
533489.817713527
|
670172.050639641
|
162608.021655108
|
956
|
959
|
158
|
CE0158
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
40.702053
|
N
|
81
|
40
|
0.553121
|
W
|
|
|
|
|
OH N
|
162606.43037846073
|
669958.6835966471
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
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|
|
|
|
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|
|
Summit County Engineer Field Book 1090/75
A 1" rebar in a monument box on W. Bramble Circle.
97.80 feet southwest of the center of a sanitary manhole lid.
22.75 feet west of the top of a fire hydrant.
85.30 feet northeast of the southeast corner of a 2 story frame house #4383.
|
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|
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|
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|
|
|
|
|
2198022.7811
|
533484.597
|
0101000020960E00005302FB6303C540419C659E31D9472041
|
true
|
2005-03-16 10:23:00 -0500
|
true
|
41.1279727925
|
-81.66682031138888888889
|
-81.6668203113889
|
41.1279727924999
|
2198022.78109769
|
533484.596911598
|
669958.683595943
|
162606.430351499
|
957
|
960
|
147
|
CE0147
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
41.151974
|
N
|
81
|
39
|
39.610931
|
W
|
|
|
|
|
OH N
|
162624.99105918212
|
670446.9877978157
|
0.999939694066105
|
+
|
0
|
33
|
4.2455422046988645
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/35
A 1" rebar in a monument box at the intersection of Hollythorn and Brookrun.
23.9 feet northwest of the center of a sanitary manhole lid.
32.4 feet northeast of a stop sign.
35.65 feet southeast of a street sign.
|
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|
|
|
|
|
2199624.8258
|
533545.4915
|
0101000020960E0000D010B56924C84041D593A4FB52482041
|
true
|
2005-03-16 09:42:00 -0500
|
true
|
41.12809777055555555556
|
-81.66100303638888888889
|
-81.6610030363889
|
41.1280977705554
|
2199624.82583819
|
533545.491490001
|
670446.987809454
|
162624.991056119
|
958
|
961
|
148
|
CE0148
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
41.162448
|
N
|
81
|
39
|
42.393431
|
W
|
|
|
|
|
OH N
|
162624.69009906022
|
670382.0881889763
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/35
A 1" rebar in a monument box on Hollythorn Rd.
17.3 feet north of the center of a manhole lid.
37.0 feet southeast of a mailbox post to house #247.
26.1 feet south of the center of a telephone box.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2199411.901
|
533544.5041
|
0101000020960E00002BAF54F3B9C7404188E91B0251482041
|
true
|
2005-03-16 09:40:00 -0500
|
true
|
41.12810068
|
-81.66177595305555555556
|
-81.6617759530556
|
41.1281006799998
|
2199411.90102186
|
533544.504119203
|
670382.088195639
|
162624.690104896
|
959
|
962
|
220
|
CE0220
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
41.280787
|
N
|
81
|
39
|
52.189013
|
W
|
|
|
|
|
OH N
|
162626.14808229616
|
670153.5899314198
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/76
A 1" rebar in a monument box on Bramble Dr.
16.00 feet south of the center of a sanitary manhole lid.
70.00 feet northwest of the top of a fire hydrant.
67.20 feet northeast of the northeast corner of a 2 story brick house #4284.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198662.2363
|
533549.2875
|
0101000020960E0000662C3D1E43C64041D36334935A482041
|
true
|
2005-03-17 03:37:00 -0500
|
true
|
41.12813355194444444445
|
-81.66449694805555555556
|
-81.6644969480556
|
41.1281335519443
|
2198662.23624187
|
533549.287509079
|
670153.5899137
|
162626.148085048
|
960
|
963
|
159
|
CE0159
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
41.292199
|
N
|
81
|
39
|
59.766443
|
W
|
|
|
|
|
OH N
|
162624.8091541783
|
669976.857454915
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/75
A 1" rebar in a monument box on W. Bramble Circle.
74.40 feet southeast of the southwest corner of a 2 story brick house #4355.
17.20 feet southwest of the center of a sanitary manhole lid.
72.10 feet north of the top of a fire hydrant.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198082.4065
|
533544.8947
|
0101000020960E00003317083421C54041740211CA51482041
|
true
|
2005-03-16 10:27:00 -0500
|
true
|
41.12813672194444444445
|
-81.66660178972222222222
|
-81.6666017897222
|
41.1281367219443
|
2198082.40649691
|
533544.894661023
|
669976.857453972
|
162624.809142282
|
961
|
964
|
204
|
CE0204
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1/2IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
42.763536
|
N
|
81
|
39
|
27.786124
|
W
|
|
|
|
|
OH N
|
162677.3591567183
|
670722.2987350775
|
0.999939702304662
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/34.
A 1/2 inch rebar in a monument box on Hollythorn Dr.
43.2 feet northwest of the northwest corner of a metal pool fence.
50.4 feet northeast of the center of a catchbasin grate.
107.4 feet east of a fire hydrant.
64.7 feet east of a monument box at the intersection of Hollythorn Dr. and Heritage Woods Dr.
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
2200528.0751
|
533717.3025
|
0101000020960E00002E8C9D09E8C94041B9D2E59AAA492041
|
true
|
2005-02-09 08:18:00 -0500
|
true
|
41.12854542666666666667
|
-81.65771836777777777778
|
-81.6577183677778
|
41.1285454266665
|
2200528.07512047
|
533717.302534661
|
670722.298741317
|
162677.359167266
|
962
|
965
|
205
|
CE0205
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1/2IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
42.76768
|
N
|
81
|
39
|
28.635833
|
W
|
|
|
|
|
OH N
|
162677.29563627127
|
670702.4798069597
|
0.999939702325923
|
+
|
0
|
33
|
11.455636508956673
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/34.
A 1/2 inch rebar in a monument box at the intersection of Hollythorn and Heritage Woods Dr.
27.3 feet east of a gas line marker.
38.6 feet northwest of a catch basin grate.
63.0 northeast of a fire hydrant.
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
2200463.0525
|
533717.0941
|
0101000020960E0000464BB886C7C9404178D12730AA492041
|
true
|
2005-02-09 08:04:00 -0500
|
true
|
41.12854657777777777778
|
-81.65795439805555555556
|
-81.6579543980556
|
41.1285465777776
|
2200463.05249921
|
533717.094053789
|
670702.479806718
|
162677.29562217
|
963
|
966
|
202
|
CE0202
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1/2IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
43.110269
|
N
|
81
|
39
|
25.086036
|
W
|
|
|
|
|
OH N
|
162688.6628397257
|
670785.1693167385
|
0.999939704085164
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/34
A 1/2 inch rebar in a monument box on Hollythorn Dr.
24.3 feet south of a fire hydrant.
36.4 feet north of a telephone box.
89.2 feet northwest of a light post.
99.3 feet west of a monument box (Pt. #201).
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2200734.343
|
533754.388
|
0101000020960E0000C754E62B4FCA4041A475ADC6F4492041
|
true
|
2005-02-09 08:21:00 -0500
|
true
|
41.12864174138888888889
|
-81.65696834333333333333
|
-81.6569683433333
|
41.1286417413888
|
2200734.34296665
|
533754.388042141
|
670785.169306573
|
162688.662852556
|
964
|
967
|
201
|
CE0201
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1/2IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
43.216488
|
N
|
81
|
39
|
23.797158
|
W
|
|
|
|
|
OH N
|
162692.22989077977
|
670815.1979679959
|
0.999939704631177
|
+
|
0
|
33
|
14.634405348760852
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/34
A 1/2 inch rebar in a monument box on Hollythorn Dr.
33.7 feet southwest of the end of the curb.
37.1 feet north of a light post.
99.3 feet east of a monument box (Pt. #202).
101.4 feet east of a fire hydrant.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2200832.862
|
533766.0909
|
0101000020960E0000A970576E80CA4041244E8A2E0C4A2041
|
true
|
2005-02-09 08:23:00 -0500
|
true
|
41.12867124666666666667
|
-81.65661032166666666667
|
-81.6566103216667
|
41.1286712466665
|
2200832.86204346
|
533766.090898935
|
670815.197981242
|
162692.229890437
|
965
|
968
|
145
|
CE0145
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
46.137721
|
N
|
81
|
39
|
39.575359
|
W
|
|
|
|
|
OH N
|
162778.78796037592
|
670446.337962916
|
0.9999397197511609
|
+
|
0
|
33
|
4.268911327660732
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/35
A 1" rebar in a monument box on Brookrun.
16.8 feet west of the center of a sanitary manhole lid.
31.8 feet northeast of a mailbox post to house #204.
58.7 feet southeast of a mailbox post to house #194.
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
2199622.6938
|
534050.0735
|
0101000020960E0000E161CE5823C840419A329F25444C2041
|
true
|
2005-03-16 09:44:00 -0500
|
true
|
41.12948270027777777778
|
-81.66099315527777777778
|
-81.6609931552778
|
41.1294827002776
|
2199622.69379829
|
534050.073480207
|
670446.337962394
|
162778.787954324
|
966
|
969
|
215
|
CE0215
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1/2IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
46.582287
|
N
|
81
|
39
|
28.6014
|
W
|
|
|
|
|
OH N
|
162794.9675996952
|
670702.1468122936
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
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|
|
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|
|
|
Summit County Engineer Field Book 1091/34.
A 1/2 inch rebar in a monument box on Heritage Woods Dr. near address #225.
29.0 feet east of a 4 inch crabapple.
102.3 feet northeast of a fire hydrant.
80.7 feet northwest of a light pole.
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
2200461.96
|
534103.1562
|
0101000020960E00002DA4E0FAC6C9404198E7FE4FAE4C2041
|
true
|
2005-02-09 08:14:00 -0500
|
true
|
41.12960619083333333334
|
-81.65794483333333333333
|
-81.6579448333333
|
41.1296061908332
|
2200461.95998051
|
534103.156241643
|
670702.146806352
|
162794.967612371
|
967
|
970
|
149
|
CE0149
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
51.069693
|
N
|
81
|
39
|
36.68949
|
W
|
|
|
|
|
OH N
|
162931.56597409197
|
670512.179009398
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/36
A 1" rebar in a monument box on Brookrun Drive.
67.0 feet southeast of a mailbox post to #146.
18.6 feet west of the center of a sanitary manhole.
24.0 feet east of the top of a fire hydrant.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2199838.7073
|
534551.3127
|
0101000020960E0000CAB2875A8FC8404127211EA02E502041
|
true
|
2005-02-22 10:16:00 -0500
|
true
|
41.1308526925
|
-81.660191525
|
-81.660191525
|
41.1308526924999
|
2199838.70726619
|
534551.31272987
|
670512.178999091
|
162931.565983179
|
968
|
971
|
138
|
CE0138
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
53.494343
|
N
|
81
|
39
|
33.196757
|
W
|
|
|
|
|
OH N
|
163007.14088900178
|
670592.9159055118
|
0.99993975871416
|
+
|
0
|
33
|
8.45933768573758
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/78
A 1" rebar in a monument box on Brook Run Dr.
103.40 feet southeast of the southeast corner of a 2 story frame house #118.
12.7 feet west of the face of curb.
25.40 feet northwest of the center of a sanitary manhole lid.
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
2200103.5916
|
534799.2614
|
0101000020960E00008CB0B8CB13C94041D9B0DF851E522041
|
true
|
2005-03-16 09:58:00 -0500
|
true
|
41.13152620638888888889
|
-81.65922132138888888889
|
-81.6592213213889
|
41.1315262063888
|
2200103.59157378
|
534799.26147225
|
670592.91589752
|
163007.140911008
|
969
|
972
|
137
|
CE0137
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
53.857413
|
N
|
81
|
39
|
33.638301
|
W
|
|
|
|
|
OH N
|
163018.2408128016
|
670582.5103175006
|
0.9999397606699271
|
+
|
0
|
33
|
8.169266690132417
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/78
A 1" rebar in a monument box on Heritage Woods Dr.
101.40 feet southeast of the top of a fire hydrant.
70.0 feet northwest of the center of a sanitary manhole lid.
81.6 feet east of the southeast corner of a 2 story frame house #118.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2200069.4526
|
534835.6784
|
0101000020960E0000EB36EEB902C940414377515B67522041
|
true
|
2005-07-05 09:34:00 -0400
|
true
|
41.13162705916666666667
|
-81.6593439725
|
-81.6593439725
|
41.1316270591665
|
2200069.45258223
|
534835.67835591
|
670582.510312084
|
163018.240799347
|
970
|
973
|
8230
|
CE8230
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR W/GRIFFITH CAP IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
HISTORY- 2013 GOOD SCE SURVEY CREW
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
54.7227
|
N
|
81
|
38
|
54.369797
|
W
|
|
|
|
|
OH N
|
163053.81616459234
|
671498.0629210059
|
0.999939765343528
|
+
|
0
|
33
|
33.96671958132032
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/66
A 1" rebar in a monument box at station 82+30.82 Rothrock Rd.
26.0 feet east of a catchbasin.
43.4 feet southwest of a telephone-power pole #1101-9.
32.5 feet northeast of a telephone-power pole #CP-1375.
|
2013-01-09 19:00:00 -0500
|
SCE
|
Good
|
Good
|
|
|
|
|
|
|
|
|
|
|
|
|
2203073.2281
|
534952.3952
|
0101000020960E0000B0EC329DE0CE404145D558CA50532041
|
true
|
2013-01-11 01:55:00 -0500
|
false
|
41.13186741666666666667
|
-81.64843605472222222222
|
-81.6484360547222
|
41.1318674166665
|
2203073.22811659
|
534952.395208993
|
671498.062926064
|
163053.816167316
|
971
|
974
|
143
|
CE0143
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
55.329639
|
N
|
81
|
39
|
40.006906
|
W
|
|
|
|
|
OH N
|
163062.222504445
|
670433.5458775717
|
0.999939768632179
|
+
|
0
|
33
|
3.985407535842001
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/35
A 1" rebar in a monument box in the center of a cul-de-sac at the south end of Lethbridge Circle.
39.1 feet west of a mailbox post for house #141.
48.3 feet northeast of the top of a fire hydrant.
38.0 feet east of a mail box post for house #138.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2199580.7251
|
534979.975
|
0101000020960E000028EDD15C0EC840413A9732F387532041
|
true
|
2005-03-16 09:38:00 -0500
|
true
|
41.13203601083333333334
|
-81.66111302944444444444
|
-81.6611130294445
|
41.1320360108332
|
2199580.72515645
|
534979.974995352
|
670433.545894776
|
163062.222503011
|
972
|
975
|
1676
|
CE1676
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR W/GIFFELS CAP
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
57.959072
|
N
|
81
|
38
|
50.839706
|
W
|
|
|
|
|
OH N
|
163154.44861569724
|
671579.4148742697
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/61
A rebar with Giffels cap at station 16+76.19 Springside Dr.
68.0 feet northeast of a fire hydrant.
60.7 feet north of a light pole.
45.5 feet north of the northwest corner of the parking lot to Home Depot.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2203340.1303
|
535282.5535
|
0101000020960E00007DD4AC1066CF4041954E661BE5552041
|
true
|
2005-03-17 04:10:00 -0500
|
false
|
41.13276640888888888889
|
-81.64745547388888888889
|
-81.6474554738889
|
41.1327664088887
|
2203340.13027435
|
535282.553514915
|
671579.414866453
|
163154.448620228
|
973
|
976
|
1258
|
CE1258
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR W/GIFFELS CAP
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
58.759155
|
N
|
81
|
38
|
45.481623
|
W
|
|
|
|
|
OH N
|
163180.35032766065
|
671704.1312065023
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/61
A rebar with Giffels cap on Springside Drive at station 12+58.21
52.0 feet southwest of a catchbasin in the drive to "Toys are Us".
24.0 feet west of the centerline of the drive to "Toys are Us".
36.0 feet south of a split rail fence corner.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2203749.3038
|
535367.5327
|
0101000020960E0000BAD6E3A632D040415AC0BD108F562041
|
true
|
2005-03-17 04:08:00 -0500
|
false
|
41.13298865416666666667
|
-81.6459671175
|
-81.6459671175
|
41.1329886541665
|
2203749.30382809
|
535367.532697688
|
671704.131215063
|
163180.35032694
|
974
|
977
|
136
|
CE0136
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
7
|
59.703761
|
N
|
81
|
39
|
36.007441
|
W
|
|
|
|
|
OH N
|
163198.04330200658
|
670525.5206807214
|
0.99993979258837
|
+
|
0
|
33
|
6.612855847574508
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/78
A 1" rebar in a monument box on Heritage Woods Dr.
46.70 feet northwest of the northwest corner of an electric box.
75.20 feet southeast of the center of a sanitary manhole lid.
56.8 feet south of the centerline of Lethbridge Dr.
76.20 feet southwest of the center of a sanitary manhole lid.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2199882.4791
|
535425.5804
|
0101000020960E00000B03533DA5C84041030D252903572041
|
true
|
2005-03-16 09:52:00 -0500
|
true
|
41.13325104472222222223
|
-81.66000206694444444444
|
-81.6600020669444
|
41.1332510447221
|
2199882.47909582
|
535425.5803608
|
670525.520679447
|
163198.043290043
|
975
|
978
|
3016
|
CE3016
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR COSE CAP
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
0.364697
|
N
|
81
|
38
|
42.06872
|
W
|
|
|
|
|
OH N
|
163230.6542545085
|
671783.2391262383
|
0.999939796247197
|
+
|
0
|
33
|
42.04794036684959
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2204008.8437
|
535532.5715
|
0101000020960E00008AA8FD6BB4D0404105F18F24D9572041
|
false
|
2005-07-01 10:08:00 -0400
|
false
|
41.13343463805555555555
|
-81.64501908888888888889
|
-81.6450190888889
|
41.1334346380554
|
2204008.84367854
|
535532.571410686
|
671783.239119697
|
163230.654227269
|
976
|
979
|
134
|
CE0134
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
2.093799
|
N
|
81
|
39
|
35.53988
|
W
|
|
|
|
|
OH N
|
163271.87082550165
|
670535.7146151892
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/78
A 1" rebar in a monument box on Heritage Woods Dr.
30.20 feet northwest of the northwest corner of the concrete top to a 4'x4' catchbasin.
122.00 feet northwest of the top of a fire hydrant.
63.50 feet southeast of the southeast corner of the concrete top to a 4'x4' catchbasin.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2199915.9237
|
535667.7962
|
0101000020960E00000CB43BF6B5C84041E84E9F97E7582041
|
true
|
2005-03-16 09:48:00 -0500
|
true
|
41.13391494416666666666
|
-81.65987218888888888889
|
-81.6598721888889
|
41.1339149441665
|
2199915.923697
|
535667.7961373
|
670535.714614275
|
163271.870806375
|
977
|
980
|
133
|
CE0133
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
6.532421
|
N
|
81
|
39
|
35.103119
|
W
|
|
|
|
|
OH N
|
163408.881503683
|
670544.5812344424
|
0.9999398308840292
|
+
|
0
|
33
|
7.206950938107609
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1090/77
A 1" rebar in a monument box on Heritage Woods Dr.
74.6 feet west of a P.K. nail with shiner in the south side of a 24" elm.
103.70 feet southeast of a P.K. nail with shiner in the northeast side of a 30" pine.
42.80 feet southwest of the top of a fire hydrant.
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
2199945.0136
|
536117.3054
|
0101000020960E0000C14EBE81C4C84041DA21669C6A5C2041
|
true
|
2005-03-16 09:34:00 -0500
|
true
|
41.13514789472222222222
|
-81.65975086638888888889
|
-81.6597508663889
|
41.1351478947221
|
2199945.01362023
|
536117.305466707
|
670544.581240608
|
163408.881523998
|
978
|
981
|
100
|
CE0100
|
OH
|
Summit
|
West Richfield
|
|
|
LEADCENTER PIPE IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
11.012571
|
N
|
81
|
38
|
42.106859
|
W
|
|
|
|
|
OH N
|
163559.08657353316
|
671779.1298653797
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/52
A leadcenter pipe in a monument box on Springside Dr.
34.0 feet southeast of the top bolt of a fire hydrant.
118.6 feet northeast of telephone/power pole BH-1549.
43.2 feet east of the northeast corner of electric box UBH-0578.
|
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|
|
|
|
|
2203995.3619
|
536610.1032
|
0101000020960E0000B5F150AEADD04041D2F5D43444602041
|
true
|
2005-03-16 08:52:00 -0500
|
true
|
41.13639238083333333333
|
-81.64502968305555555555
|
-81.6450296830556
|
41.1363923808332
|
2203995.36184522
|
536610.103187258
|
671779.129848682
|
163559.086569632
|
979
|
982
|
101
|
CE0101
|
OH
|
Summit
|
West Richfield
|
|
|
LEADCENTER PIPE IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
15.02361
|
N
|
81
|
38
|
43.64405
|
W
|
|
|
|
|
OH N
|
163682.45858267718
|
671742.0700736601
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/52
A leadcenter pipe in a monument box on Springside Rd.
50 feet south of the center of the drive to Hampton Inn.
35.5 feet west of a telephone box 77425-81A.
36.0 feet east of a telephone box 1175-4A.
|
|
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|
|
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|
|
|
|
|
|
|
|
|
2203873.7749
|
537014.8662
|
0101000020960E0000190030E370D04041513E78BB6D632041
|
true
|
2005-03-16 08:49:00 -0500
|
true
|
41.13750655833333333333
|
-81.64545668055555555555
|
-81.6454566805556
|
41.1375065583332
|
2203873.77490236
|
537014.86615176
|
671742.070074378
|
163682.458567958
|
980
|
983
|
178
|
CE0178
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
16.639863
|
N
|
81
|
39
|
55.385142
|
W
|
|
|
|
|
OH N
|
163716.11164846327
|
670068.6085648971
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/32.
A 1 inch bar in monument box on Fryman Dr.
41.5 feet southeast of a mailbox post #4303.
38.4 feet northwest of a mailbox post #4296.
39.0 feet north of a 5 inch crabapple.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198383.4266
|
537125.2763
|
0101000020960E0000A41E9DB6B7C540419775708D4A642041
|
true
|
2005-02-09 08:06:00 -0500
|
true
|
41.1379555175
|
-81.66538476166666666667
|
-81.6653847616667
|
41.1379555174998
|
2198383.42666991
|
537125.276248622
|
670068.608586206
|
163716.111632786
|
981
|
984
|
3013
|
CE3013
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
16.670302
|
N
|
81
|
40
|
2.652882
|
W
|
Adjusted
|
|
|
|
OH N
|
163715.43057150114
|
669899.1186690374
|
0.999939889753784
|
+
|
0
|
32
|
49.10812505904488
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field book 1091/33
At the center of a cul-de-sac at the west end of Fryman Drive, Bath Township.
88.6 feet southeast of mailbox post #4357.
47.3 feet west of a 8 inch pine.
43.4 feet northeast of a 4 inch pine.
|
|
|
|
Good
|
|
|
|
|
|
|
|
|
|
|
|
|
2197827.3585
|
537123.0418
|
0101000020960E0000E423E5ADA1C44041AE1F6D1546642041
|
true
|
2005-02-09 04:54:00 -0500
|
false
|
41.13796397277777777777
|
-81.66740357833333333334
|
-81.6674035783333
|
41.1379639727776
|
2197827.3585553
|
537123.041848173
|
669899.118685894
|
163715.430586166
|
982
|
985
|
102
|
CE0102
|
OH
|
Summit
|
West Richfield
|
|
|
LEADCENTER PIPE IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
17.587664
|
N
|
81
|
38
|
45.806865
|
W
|
|
|
|
|
OH N
|
163761.05462026922
|
671690.8593954789
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/52
A leadcenter pipe in a monument box on Springside Drive.
11.0 feet west of the centerline of the road.
52.0 feet northeast of a sign "Courtyard by Marriot".
81.0 feet southwest of a telephone box 1175-6AF5.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2203705.7612
|
537272.7267
|
0101000020960E0000271D70E11CD040413A65137471652041
|
true
|
2005-03-16 08:54:00 -0500
|
true
|
41.13821879555555555555
|
-81.6460574625
|
-81.6460574625
|
41.1382187955554
|
2203705.76123394
|
537272.726710475
|
671690.859405825
|
163761.054623446
|
983
|
986
|
177
|
CE0177
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
18.373678
|
N
|
81
|
39
|
51.796884
|
W
|
|
|
|
|
OH N
|
163770.39377190755
|
670151.772954026
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/32.
A 1 inch bar in monument box on Fryman Dr.
14.7 feet southeast of the center of a curb inlet catch basin.
15.2 feet west of the center of a curb inlet catch basin.
49.5 feet northwest of mailbox post #4272.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198656.2751
|
537303.3669
|
0101000020960E0000F5BF372340C64041A142D9BBAE652041
|
true
|
2005-02-09 08:06:00 -0500
|
true
|
41.13843713277777777777
|
-81.66438802333333333333
|
-81.6643880233333
|
41.1384371327776
|
2198656.27513885
|
537303.366891939
|
670151.772965867
|
163770.393769435
|
984
|
987
|
1064
|
CE0227
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR W/COSE CAP IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
19.697544
|
N
|
81
|
41
|
13.009999
|
W
|
|
|
|
|
OH N
|
163793.3288595377
|
668257.5451866904
|
0.999939907799768
|
+
|
0
|
32
|
2.88699505054808
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/60
A rebar with COSE cap on Medina Line Rd at station 10+64.
135.0 feet southwest of a telephone-power pole #59BX/3-21.
67.0 feet northwest of a telephone-power pole #59BX/3-24.
160.3 feet southeast of a telephone pole #1108-8.
In front of house #113 Medina Line Rd.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2192441.6295
|
537378.6131
|
0101000020960E00008C0D94D01CBA40411EB3E33945662041
|
true
|
2005-03-17 04:03:00 -0500
|
false
|
41.13880487333333333333
|
-81.68694722194444444444
|
-81.6869472219445
|
41.1388048733332
|
2192441.62951822
|
537378.613065336
|
668257.545192242
|
163793.328848956
|
985
|
988
|
188
|
CE0188
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 5/8IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
21.086597
|
N
|
81
|
39
|
26.146387
|
W
|
|
|
|
|
OH N
|
163859.8313843028
|
670749.1194513588
|
0.999939916152073
|
+
|
0
|
33
|
13.091078446938267
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/60.
A 5/8 inch rebar in a monument box at the intersection of Crystal Lake and Idlebrook.
103.7 feet south of a telephone pole #1102-9.
76.3 feet northwest of an East Ohio gas line marker.
68.0 feet northeast of a East Ohio gas line marker.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2200616.0694
|
537596.7968
|
0101000020960E0000813BE20814CA40410234FD97F9672041
|
true
|
2005-02-09 08:31:00 -0500
|
true
|
41.13919072138888888889
|
-81.65726288527777777778
|
-81.6572628852778
|
41.1391907213887
|
2200616.06940407
|
537596.796853662
|
670749.119452598
|
163859.831400643
|
986
|
989
|
170
|
CE0170
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
21.097128
|
N
|
81
|
39
|
48.36241
|
W
|
|
|
|
|
OH N
|
163855.16851409702
|
670231.0571704343
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/31.
A 1 inch bar in Monument Box on Idlebrook Rd.
17.9 feet south of a mailbox for #4287.
16.0 feet north of a mailbox for #4276.
51.0 feet northwest of a East Ohio gasline marker.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198916.3934
|
537581.4987
|
0101000020960E0000BD995A32C2C64041A89058FFDA672041
|
true
|
2005-02-09 05:58:00 -0500
|
true
|
41.13919364666666666666
|
-81.66343400277777777778
|
-81.6634340027778
|
41.1391936466665
|
2198916.39338991
|
537581.498722573
|
670231.057167358
|
163855.16852096
|
987
|
990
|
171
|
CE0171
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
21.365081
|
N
|
81
|
39
|
49.989984
|
W
|
|
|
|
|
OH N
|
163863.06976885954
|
670193.0242418085
|
0.999939917832028
|
+
|
0
|
32
|
57.427020264609894
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/31.
A 1 inch bar in a Monument Box at the intersection of Idlebrook and Fryman.
38.3 feet northeast of a street sign "Fryman".
41.4 feet northwest of a stop sign.
38.5 feet northwest of and underground telephone box.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198791.6137
|
537607.4214
|
0101000020960E000011F98DCE83C6404157E4C4D70E682041
|
true
|
2005-02-09 06:01:00 -0500
|
true
|
41.13926807805555555555
|
-81.66388610666666666667
|
-81.6638861066667
|
41.1392680780554
|
2198791.61370767
|
537607.421424041
|
670193.024244146
|
163863.069776172
|
988
|
991
|
103
|
CE0103
|
OH
|
Summit
|
West Richfield
|
|
|
LEADCENTER PIPE IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
21.407459
|
N
|
81
|
38
|
47.014229
|
W
|
|
|
|
|
OH N
|
163878.60332232664
|
671661.5510795022
|
0.999939918087971
|
+
|
0
|
33
|
38.79893372833436
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/54
A leadcenter pipe in a monument box on Springside Drive.
23.7 feet west of the center of a catch basin lid.
24.9 feet northeast of the center of a catch basin lid.
113.4 feet southeast of the top bolt of a fire hydrant.
126 feet south of the drive to #150 Springside Drive.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2203609.6055
|
537658.3844
|
0101000020960E0000C6F780CDECCF404108BAD2C474682041
|
true
|
2005-02-22 09:41:00 -0500
|
true
|
41.13927984972222222222
|
-81.64639284138888888889
|
-81.6463928413889
|
41.1392798497221
|
2203609.60549829
|
537658.384420217
|
671661.55107898
|
163878.603328473
|
989
|
992
|
172
|
CE0172
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
21.726921
|
N
|
81
|
39
|
50.778076
|
W
|
|
|
|
|
OH N
|
163874.05484378972
|
670174.5396393193
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/31.
A 1 inch bar in a monument box on Idlebrook.
78.8 feet south of a telephone box.
81.2 feet east of a 14 inch oak in front of #4300 Idlebrook.
55.4 feet north of a street sign "Fryman".
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198730.9688
|
537643.4616
|
0101000020960E000078E6007C65C64041D05559EC56682041
|
true
|
2005-02-09 08:06:00 -0500
|
true
|
41.13936858916666666666
|
-81.66410502111111111111
|
-81.6641050211111
|
41.1393685891665
|
2198730.96877747
|
537643.461619074
|
670174.539632453
|
163874.054849586
|
990
|
993
|
173
|
CE0173
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
24.454479
|
N
|
81
|
39
|
55.388766
|
W
|
|
|
|
|
OH N
|
163957.15882143762
|
670066.2172517146
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/31.
A 1 inch bar in Monument Box on Idlebrook.
80.0 feet southeast of a monument box at the intersection of Idlebrook and BrookBend.
53.7 feet east of a mailbox post for #4338 Idlebrook.
50.7 feet west of a mailbox post for #4335 Idlebrook.
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
2198375.5811
|
537916.1119
|
0101000020960E000022A762CAB3C540413FB64839786A2041
|
true
|
2005-02-09 08:07:00 -0500
|
true
|
41.14012624416666666666
|
-81.66538576833333333333
|
-81.6653857683333
|
41.1401262441665
|
2198375.58113565
|
537916.111882873
|
670066.217262579
|
163957.1588162
|
991
|
994
|
179
|
CE0179
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN. IN MON BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
24.889206
|
N
|
81
|
39
|
56.259033
|
W
|
|
|
|
|
OH N
|
163970.37415290833
|
670045.7953670307
|
0.999939939248352
|
+
|
0
|
32
|
53.308566716892045
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
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|
|
|
Summit County Engineer Field Book 1091/32.
A 1 inch bar in a monument box at the intersection of Idlebrook and Brookbend.
38.4 southeast of a stop sign.
80.0 feet west of a monument box ( Point #173).
30.3 feet northwest of a mailbox post #4338.
15.3 feet north of a mailbox post #4360.
|
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|
|
|
|
|
|
2198308.5803
|
537959.4692
|
0101000020960E000086FF444A92C54041C5C533F0CE6A2041
|
true
|
2005-02-09 08:05:00 -0500
|
true
|
41.14024700166666666666
|
-81.66562750916666666667
|
-81.6656275091667
|
41.1402470016665
|
2198308.58023066
|
537959.469144993
|
670045.795345895
|
163970.374136124
|
992
|
995
|
104
|
CE0104
|
OH
|
Summit
|
West Richfield
|
|
|
LEADCENTER PIPE IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
25.036098
|
N
|
81
|
38
|
45.205152
|
W
|
|
|
|
|
OH N
|
163990.94435356872
|
671702.6409753619
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
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|
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|
|
|
Summit County Engineer Field Book 1091/54
A lead center pipe in a monument box on Springside Drive.
41.2 feet northwest of the west side of an electrical box UBH-0743.
35.8 feet southeast of the south side of an electrical box UBH-0753.
72.0 feet south of the top bolt of a fire hydrant.
|
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|
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|
|
|
|
|
|
2203744.4146
|
538026.9566
|
0101000020960E000037F10F3530D040419381CAE9556B2041
|
true
|
2005-02-22 09:45:00 -0500
|
true
|
41.140287805
|
-81.64589032
|
-81.64589032
|
41.1402878049999
|
2203744.41454902
|
538026.956623124
|
671702.640959823
|
163990.9443606
|
993
|
996
|
175
|
CE0175
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
25.502943
|
N
|
81
|
39
|
59.453445
|
W
|
|
|
|
|
OH N
|
163988.5930607061
|
669971.1245516891
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/32.
A 1 inch bar in monument box on Idlebrook Rd.
31.8 feet south of a telephone box.
59.3 feet southwest of a mailbox post #4363.
30.5 feet north of a telephone box.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198063.5978
|
538019.2424
|
0101000020960E0000802D83CC17C54041DFA11E7C466B2041
|
true
|
2005-02-09 08:05:00 -0500
|
true
|
41.14041748416666666666
|
-81.66651484583333333333
|
-81.6665148458333
|
41.1404174841665
|
2198063.59775323
|
538019.242421206
|
669971.124537432
|
163988.593067154
|
994
|
997
|
180
|
CE0180
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
26.007843
|
N
|
81
|
39
|
55.443964
|
W
|
|
|
|
|
OH N
|
164005.06125476252
|
670064.4715976632
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field book 1091/33.
Located in the centerline of Brookbend Drive, Bath township.
At the "PC" of the first curve north of Idlebrook Drive.
88.0 feet southwest of the center of a telephone utility box.
90.1 feet northeast of the SE corner of brick house #4363 Idlebrook Drive.
111.6 feet southeast of the NE corner of brick house #4363 Idlebrook Drive.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198369.8539
|
538073.2718
|
0101000020960E000012484AEDB0C540411C79268BB26B2041
|
true
|
2005-02-09 05:06:00 -0500
|
true
|
41.14055773416666666666
|
-81.66540110111111111111
|
-81.6654011011111
|
41.1405577341665
|
2198369.85382939
|
538073.271777901
|
670064.471576142
|
164005.06124801
|
995
|
998
|
181
|
CE0181
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
27.420633
|
N
|
81
|
39
|
54.956272
|
W
|
|
|
|
|
OH N
|
164048.7487223774
|
670075.4268021336
|
0.999939954811619
|
+
|
0
|
32
|
54.164416249359704
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field book 1091/33.
Located on the centerline of Brookbend Dive, Bath township.
At the "PT" of the first curve north of Idlebrook.
42.4 feet southeast of the SE corner of an electic utility box.
41.4 feet southwest of mailbox post #181 Brookbend Drive.
76.45 feet northwest of the NW corner of an electric utility box.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2198405.7961
|
538216.6031
|
0101000020960E0000E8D3E7E5C2C54041F4C8C934D16C2041
|
true
|
2005-02-09 05:01:00 -0500
|
true
|
41.14095017583333333333
|
-81.66526563111111111111
|
-81.6652656311111
|
41.1409501758332
|
2198405.79613732
|
538216.603101997
|
670075.426813509
|
164048.748722969
|
996
|
999
|
2100
|
CE2100
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR W/COSE CAP IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
29.933039
|
N
|
81
|
41
|
12.829693
|
W
|
|
|
|
|
OH N
|
164109.09076962154
|
668258.8062382524
|
0.999939970406504
|
+
|
0
|
32
|
3.0054474187910785
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|
|
|
Summit County Engineer Field Book 1091/60
A rebar with COSE cap on Medina Line Rd at station 21+00.
26.3 feet southeast of a power pole with no number.
53.2 feet northwest of a telephone-power pole #56BX/3-15.
In front of house #197 Medina Line Rd.
|
|
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|
|
|
|
|
|
|
|
|
|
|
|
|
|
2192445.7668
|
538414.5753
|
0101000020960E0000EB9F27E21EBA4041CA738E265D6E2041
|
true
|
2005-03-17 04:05:00 -0500
|
false
|
41.14164806638888888889
|
-81.68689713694444444444
|
-81.6868971369445
|
41.1416480663887
|
2192445.76683425
|
538414.575305575
|
668258.806248691
|
164109.090771305
|
997
|
1000
|
105
|
CE0105
|
OH
|
Summit
|
West Richfield
|
|
|
LEADCENTER PIPE IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
30.869056
|
N
|
81
|
38
|
34.2808
|
W
|
|
|
|
|
OH N
|
164173.36541529084
|
671955.6147523496
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/54
A lead center pipe in a monument box on Springside Drive.
27.8 feet east of monument BA-113.
78.5 feet southwest of a light pole at drive to #260 Springside Drive.
80.0 feet southwest of the southwest corner of drive to #301 Springside Drive.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2204574.3794
|
538625.4497
|
0101000020960E0000BB1F8F30CFD14041F6DD3FE602702041
|
true
|
2005-02-22 09:49:00 -0500
|
true
|
41.14190807111111111111
|
-81.64285577777777777777
|
-81.6428557777778
|
41.141908071111
|
2204574.3793678
|
538625.449706017
|
671955.614742533
|
164173.365417109
|
998
|
1001
|
107
|
CE0107
|
OH
|
Summit
|
West Richfield
|
|
|
LEADCENTER PIPE IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
31.463605
|
N
|
81
|
38
|
14.746269
|
W
|
|
|
|
|
OH N
|
164196.1957429515
|
672410.9425450852
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
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|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/55
A leadcenter pipe in a monument box on Springside Dr.
40 feet west of the centerline of Cleve-Mass Rd.
28.7 feet northeast of a steel signal pole.
43.0 feet southeast of the top bolt of a fire hydrant.
38.6 feet south of a steel signal pole.
|
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|
|
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|
|
|
|
|
|
|
|
|
|
2206068.234
|
538700.3522
|
0101000020960E0000ED9DF51DBAD44041566056B498702041
|
true
|
2005-03-16 08:57:00 -0500
|
true
|
41.14207322361111111111
|
-81.63742951916666666666
|
-81.6374295191667
|
41.142073223611
|
2206068.23405813
|
538700.352221499
|
672410.942562804
|
164196.19574949
|
999
|
1002
|
106
|
CE0106
|
OH
|
Summit
|
West Richfield
|
|
|
LEADCENTER PIPE IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
31.503177
|
N
|
81
|
38
|
31.627734
|
W
|
|
|
|
|
OH N
|
164193.53361442723
|
672017.286949454
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/54
A lead center pipe in a monument box on Springside Drive.
39.8 feet southwest of the center of a catch basin lid.
42.2 feet northwest of the center of a catch basin lid.
44.2 feet north of a sign "S.S. + G", #301 Springside Drive.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2204776.7156
|
538691.6182
|
0101000020960E00008662995B34D240414218893C87702041
|
true
|
2005-02-22 10:00:00 -0500
|
true
|
41.14208421583333333333
|
-81.642118815
|
-81.642118815
|
41.1420842158332
|
2204776.71561843
|
538691.61823345
|
672017.286955073
|
164193.533624604
|
1000
|
1003
|
182
|
CE0182
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
31.607281
|
N
|
81
|
39
|
54.922031
|
W
|
|
|
|
|
OH N
|
164177.89688595376
|
670074.9892303784
|
0.9999399808809188
|
+
|
0
|
32
|
54.18691060008143
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field book 1091/33.
Located in the center of the cul-de-sac at the north end of Brookbend Drive.
89.3 feet east of mailbox post #230.
89.3 feet southeast of mailbox post #238.
89.3 feet southwest of mailbox post #235.
|
|
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|
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|
|
|
|
|
|
|
|
|
|
|
2198404.3605
|
538640.3167
|
0101000020960E0000643F222EC2C54041532926A220702041
|
true
|
2005-02-09 05:10:00 -0500
|
true
|
41.14211313361111111111
|
-81.66525611972222222222
|
-81.6652561197222
|
41.142113133611
|
2198404.36042015
|
538640.316697399
|
670074.989206041
|
164177.896885145
|
1001
|
1004
|
124
|
CE0124
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 1/2IN.IN MON-BOX (P.T.)
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
34.096545
|
N
|
81
|
38
|
51.652646
|
W
|
|
|
|
|
OH N
|
164268.9496977394
|
671549.5621844043
|
0.9999399965757508
|
+
|
0
|
33
|
35.75175261961306
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/52
On Embassy Parkway, a 1/2 " rebar in a monument box.
132.0 feet southeast of the east corner of an electric box 25/72.
163.3 feet southwest of the south corner of an electric box 3843A.
124.0 feet west of the west corner of an electric box UBH-0728.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2203242.1886
|
538939.0458
|
0101000020960E0000293A241835CF4041287E731776722041
|
true
|
2005-03-16 08:38:00 -0500
|
true
|
41.14280459583333333333
|
-81.64768129055555555555
|
-81.6476812905556
|
41.1428045958332
|
2203242.18860557
|
538939.045803015
|
671549.562186101
|
164268.949698641
|
1002
|
1005
|
187
|
CE0187
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR 5/8IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
35.670296
|
N
|
81
|
39
|
25.878415
|
W
|
|
|
|
|
OH N
|
164309.7372618745
|
670751.021041402
|
0.999940006573208
|
+
|
0
|
33
|
13.267122820880104
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/60
A 5/8 inch rebar in a monument box at the intersection of Big Spruce and Crystal Lake.
101.0 feet south of a telephone/power pole with no number.
43.0 feet southwest of the west corner of a brick wall.
61.5 feet northwest of a telephone/power pole #BH-4858.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2200622.3082
|
539072.863
|
0101000020960E0000FBE4742717CA4041F33CDDB981732041
|
true
|
2005-02-09 08:29:00 -0500
|
true
|
41.14324174888888888889
|
-81.65718844861111111111
|
-81.6571884486111
|
41.1432417488887
|
2200622.30825484
|
539072.863016038
|
670751.021058116
|
164309.737266746
|
1003
|
1006
|
122
|
CE0122
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
39.36196
|
N
|
81
|
38
|
41.757233
|
W
|
|
|
|
|
OH N
|
164433.62401828804
|
671778.7095758191
|
0.9999400302528031
|
+
|
0
|
33
|
42.25254701470533
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/37
A 1" iron bar in a monument box on Embassy Parkway.
60.5 feet southwest of a bollard with a light at drive to #3770.
49.0 feet northeast of the top bolt of a fire hydrant.
57.5 feet southeast of a bollard with a light at drive to #3737.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2203993.983
|
539479.3148
|
0101000020960E0000BBD7D2FDACD04041D9BB23A1AE762041
|
true
|
2005-02-22 10:13:00 -0500
|
true
|
41.14426721111111111111
|
-81.64493256472222222222
|
-81.6449325647222
|
41.144267211111
|
2203993.98299691
|
539479.314725752
|
671778.709574877
|
164433.623995644
|
1004
|
1007
|
3272
|
CE3272
|
OH
|
Summit
|
West Richfield
|
|
|
REBAR W/COSE CAP IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
41.526944
|
N
|
81
|
41
|
12.62462
|
W
|
|
|
|
|
OH N
|
164466.75962407925
|
668260.2537668276
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/61
A rebar with COSE cap at station 32+72 Medina Line Rd.
28.3 feet southeast of a telephone pole #1108-22.
22.2 feet west of a power pole with no number.
55.5 feet northeast of a mailbox post for #313 Medina Line Rd.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2192450.5159
|
539588.0272
|
0101000020960E0000BAF4074221BA4041A29CED0D88772041
|
true
|
2005-03-17 04:12:00 -0500
|
false
|
41.14486859555555555555
|
-81.68684017222222222222
|
-81.6868401722222
|
41.1448685955554
|
2192450.5158678
|
539588.02720346
|
668260.253757012
|
164466.759625117
|
1005
|
1008
|
121
|
CE0121
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
42.127012
|
N
|
81
|
38
|
38.532698
|
W
|
|
|
|
|
OH N
|
164519.65167386335
|
671853.0600152401
|
0.999940048197993
|
+
|
0
|
33
|
44.37089969005086
|
|
MT
|
|
TRAV
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/37
A 1" bar in a monument box on Embassy Parkway.
100.2 feet northeast of the northeast corner of #3737.
38.5 feet west of a power pole #H-4886.
96.2 feet northeast of the top bolt of a fire hydrant.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2204237.9144
|
539761.5572
|
0101000020960E00003B1E0CF526D1404105FF411DE3782041
|
true
|
2005-02-22 10:11:00 -0500
|
true
|
41.14503528111111111111
|
-81.64403686055555555555
|
-81.6440368605556
|
41.145035281111
|
2204237.91443231
|
539761.557144136
|
671853.060025089
|
164519.651656822
|
1006
|
1009
|
120
|
CE0120
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
44.915932
|
N
|
81
|
38
|
35.269782
|
W
|
|
|
|
|
OH N
|
164606.4251155702
|
671928.2964185928
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/37
A rebar in a monument box on Embassy Parkway.
41.8 feet east of the center of a telephone manhole.
20.2 feet south of a curb inlet.
20.5 feet west of a curb inlet.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2204484.7525
|
540046.2464
|
0101000020960E000098515060A2D140416E9E237E1C7B2041
|
true
|
2009-07-01 10:33:00 -0400
|
true
|
41.14580998111111111111
|
-81.643130495
|
-81.643130495
|
41.145809981111
|
2204484.75245113
|
540046.2463655
|
671928.296403698
|
164606.425105039
|
1007
|
1010
|
119
|
CE0119
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
46.697787
|
N
|
81
|
38
|
31.884851
|
W
|
|
|
|
|
OH N
|
164662.1636372873
|
672006.6815036829
|
0.9999400782554468
|
+
|
0
|
33
|
48.73821190159688
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/37
A rebar in a monument box on Embassy Parkway.
148.0 feet south of the top center of a fire hydrant.
138.5 feet east of the top center of a fire hydrant.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2204741.9209
|
540229.1152
|
0101000020960E00006B89DEF522D24041EDD3FD3A8A7C2041
|
true
|
2009-07-01 10:32:00 -0400
|
true
|
41.14630494083333333333
|
-81.64219023638888888889
|
-81.6421902363889
|
41.1463049408332
|
2204741.92085378
|
540229.115217803
|
672006.681489596
|
164662.163642698
|
1008
|
1011
|
118
|
CE0118
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
47.093625
|
N
|
81
|
38
|
31.275866
|
W
|
|
|
|
|
OH N
|
164674.5132435865
|
672020.7608534417
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/37
A rebar in a monument box on Embassy Parkway.
88.0 feet south of the top center of a fire hydrant.
198.0 feet northeast of the top center of a fire hydrant.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2204788.1129
|
540269.6322
|
0101000020960E0000233E710E3AD24041A22AAF43DB7C2041
|
true
|
2009-07-01 10:32:00 -0400
|
true
|
41.14641489583333333333
|
-81.64202107388888888889
|
-81.6420210738889
|
41.1464148958332
|
2204788.11283089
|
540269.63219579
|
672020.760832378
|
164674.513242285
|
1009
|
1012
|
117
|
CE0117
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
53.295993
|
N
|
81
|
38
|
23.515797
|
W
|
|
|
|
|
OH N
|
164867.61223266445
|
672199.8120701042
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/36
A rebar in a monument box on Embassy Parkway.
21.5 feet south of a curb inlet.
34.4 feet south of the center of a telephone manhole.
17.7 feet north of a curb inlet.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2205375.5501
|
540903.1578
|
0101000020960E0000D0BF6BC65FD3404161BCC550CE812041
|
true
|
2009-07-01 10:30:00 -0400
|
true
|
41.14813777583333333333
|
-81.63986549916666666666
|
-81.6398654991667
|
41.1481377758332
|
2205375.55016325
|
540903.157758605
|
672199.812089382
|
164867.612220032
|
1010
|
1013
|
116
|
CE0116
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
53.638291
|
N
|
81
|
38
|
23.00525
|
W
|
|
|
|
|
OH N
|
164878.2880873762
|
672211.6118465837
|
0.999940124832638
|
+
|
0
|
33
|
54.57166853970605
|
|
MT
|
|
GPS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/36
A rebar in a monument box on Embassy Parkway.
56.2 feet east of the center of a telephone manhole.
73.3 feet southwest of a telephone box.
60.3 feet north of a curb inlet.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2205414.2632
|
540938.1835
|
0101000020960E00001B71AE2173D34041AFA6ED5D14822041
|
true
|
2009-07-01 10:31:00 -0400
|
true
|
41.14823285861111111111
|
-81.63972368055555555555
|
-81.6397236805556
|
41.148232858611
|
2205414.26313604
|
540938.183453759
|
672211.611827089
|
164878.288073266
|
1011
|
1014
|
115
|
CE0115
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
54.447735
|
N
|
81
|
38
|
21.566733
|
W
|
|
|
|
|
OH N
|
164903.5869037338
|
672244.9057658116
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/36
A rebar in a monument box on Embassy Parkway.
39.6 feet northwest of the center of a sanitary manhole.
20.5 feet southeast of the top center of a fire hydrant.
55.4 feet south of the south corner of a sign.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2205523.495
|
541021.1847
|
0101000020960E00002E165CBFA9D340419BEB935EBA822041
|
true
|
2009-07-01 10:26:00 -0400
|
true
|
41.14845770416666666666
|
-81.6393240925
|
-81.6393240925
|
41.1484577041665
|
2205523.49499776
|
541021.184722293
|
672244.905765129
|
164903.586910514
|
1012
|
1015
|
114
|
CE0114
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
54.939959
|
N
|
81
|
38
|
20.879549
|
W
|
|
|
|
|
OH N
|
164918.92806705614
|
672260.7781661162
|
|
|
|
|
|
|
MT
|
|
SS
|
SCE
|
2000-08-22 20:00:00 -0400
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Summit County Engineer Field Book 1091/36
A rebar in a monument box on Embassy Parkway.
66.5 feet northeast of the top center of a fire hydrant.
56.8 feet east of the southeast corner of a sign.
52.6 feet southwest of a curb inlet.
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2205575.5697
|
541071.5165
|
0101000020960E00009795EBC8C3D340413BD873081F832041
|
true
|
2009-07-01 10:29:00 -0400
|
true
|
41.14859443305555555555
|
-81.63913320805555555555
|
-81.6391332080556
|
41.1485944330554
|
2205575.56968946
|
541071.516508825
|
672260.778162905
|
164918.92806973
|
1013
|
1016
|
113
|
CE0113
|
OH
|
Summit
|
West Richfield
|
|
|
IRONBAR 1IN.IN MON-BOX
|
NONE
|
Summit County Engineer
|
2005-02-08 19:00:00 -0500
|
|
NAD 83(1986)
|
Third
|
false
|
41
|
8
|
58.419529
|
N
|
81
|
38
|
17.077007
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W
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OH N
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165027.13371602743
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672348.3766421133
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MT
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SS
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SCE
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2000-08-22 20:00:00 -0400
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Summit County Engineer Field Book 1091/36
A lead center pipe in a monument box on Embassy Parkway.
34.1 feet southeast of the southeast corner of an electrical box.
24.5 feet southwest of a curb inlet.
43.3 feet northeast of the northeast corner of a sign "Child Time".
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2205862.9657
|
541426.5212
|
0101000020960E00004F799E7B53D4404143E0DE0AE5852041
|
true
|
2005-02-22 10:20:00 -0500
|
true
|
41.14956098027777777777
|
-81.63807694638888888889
|
-81.6380769463889
|
41.1495609802776
|
2205862.96577374
|
541426.521231659
|
672348.376664588
|
165027.133725661
|
TERMS:
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{"s"=>"vert_order asc", "is_active_eq"=>true}
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PERMALINK:
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http://geomonuments.summitengineer.net/monuments?page=32&q%5Bs%5D=vert_order+asc&format=xls
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