1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV0993 *********************************************************************** GV0993 DESIGNATION - A 284 RESET 1951 GV0993 PID - GV0993 GV0993 STATE/COUNTY- VA/KING AND QUEEN GV0993 USGS QUAD - TRUHART (1989) GV0993 GV0993 *CURRENT SURVEY CONTROL GV0993 ___________________________________________________________________ GV0993* NAD 83(1986)- 37 39 29. (N) 076 51 04. (W) SCALED GV0993* NAVD 88 - 5.27 (meters) 17.3 (feet) RESET GV0993 ___________________________________________________________________ GV0993 GEOID HEIGHT- -34.25 (meters) GEOID99 GV0993 GV0993 VERT ORDER - THIRD GV0993 GV0993.The horizontal coordinates were scaled from a topographic map and have GV0993.an estimated accuracy of +/- 6 seconds. GV0993 GV0993.The orthometric height was computed from unverified reset data. GV0993.No vertical observational check was made to the station. GV0993 GV0993.The geoid height was determined by GEOID99. GV0993 GV0993; North East Units Estimated Accuracy GV0993;SPC VA S - 1,148,280. 3,645,480. MT (+/- 180 meters Scaled) GV0993 GV0993 SUPERSEDED SURVEY CONTROL GV0993 GV0993 NGVD 29 (??/??/??) 5.64 (m) 18.5 (f) RESET 3 GV0993 GV0993.Superseded values are not recommended for survey control. GV0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0993.See file dsdata.txt to determine how the superseded data were derived. GV0993 GV0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG367694(NAD 83) GV0993_MARKER: DB = BENCH MARK DISK GV0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0993_STAMPING: A 284 RESET 1951 GV0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0993+STABILITY: SURFACE MOTION GV0993 GV0993 HISTORY - Date Condition Report By GV0993 HISTORY - 1951 MONUMENTED CGS GV0993 HISTORY - 1961 MARK NOT FOUND CGS GV0993 HISTORY - 19941115 GOOD USPSQD GV0993 HISTORY - 20000115 GOOD USPSQD GV0993 GV0993 STATION DESCRIPTION GV0993 GV0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV0993'2 MI SE FROM KING AND QUEEN. GV0993'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE COUNTY GV0993'COURTHOUSE AT KING AND QUEEN, KING AND QUEEN COUNTY, 0.9 MILE GV0993'NORTHWEST OF THE POST OFFICE AT TRUHART, 0.6 MILE SOUTHEAST OF GV0993'THE JUNCTION OF SECONDARY STATE HIGHWAY 654 LEADING SOUTHWEST, GV0993'170 FEET SOUTHEAST OF A 9- BY 8-FOOT CONCRETE-BOX CULVERT OVER GV0993'GRASS CREEK, AND 59 FEET SOUTHWEST OF THE CENTERLINE OF THE GV0993'HIGHWAY. A STANDARD DISK, STAMPED A 284 RESET 1951 AND SET IN GV0993'THE TOP OF A CONCRETE POST. GV0993 GV0993 STATION RECOVERY (1994) GV0993 GV0993'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0993'RECOVERED IN GOOD CONDITION. GV0993 GV0993 STATION RECOVERY (2000) GV0993 GV0993'RECOVERY NOTE BY US POWER SQUADRON 2000 GV0993'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV1440 *********************************************************************** GV1440 DESIGNATION - A 294 RESET 1956 GV1440 PID - GV1440 GV1440 STATE/COUNTY- VA/KING AND QUEEN GV1440 USGS QUAD - AYLETT (1985) GV1440 GV1440 *CURRENT SURVEY CONTROL GV1440 ___________________________________________________________________ GV1440* NAD 83(1986)- 37 48 42. (N) 077 01 29. (W) SCALED GV1440* NAVD 88 - 48.44 (meters) 158.9 (feet) RESET GV1440 ___________________________________________________________________ GV1440 GEOID HEIGHT- -33.43 (meters) GEOID99 GV1440 GV1440 VERT ORDER - THIRD GV1440 GV1440.The horizontal coordinates were scaled from a topographic map and have GV1440.an estimated accuracy of +/- 6 seconds. GV1440 GV1440.The orthometric height was computed from unverified reset data. GV1440.No vertical observational check was made to the station. GV1440 GV1440.The geoid height was determined by GEOID99. GV1440 GV1440; North East Units Estimated Accuracy GV1440;SPC VA S - 1,165,080. 3,629,900. MT (+/- 180 meters Scaled) GV1440 GV1440 SUPERSEDED SURVEY CONTROL GV1440 GV1440 NGVD 29 (??/??/??) 48.78 (m) 160.0 (f) RESET 3 GV1440 GV1440.Superseded values are not recommended for survey control. GV1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1440.See file dsdata.txt to determine how the superseded data were derived. GV1440 GV1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG217868(NAD 83) GV1440_MARKER: DB = BENCH MARK DISK GV1440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1440_STAMPING: A 294 RESET 1956 GV1440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1440+STABILITY: SURFACE MOTION GV1440 GV1440 HISTORY - Date Condition Report By GV1440 HISTORY - 1956 MONUMENTED RBNF GV1440 HISTORY - 1961 GOOD CGS GV1440 HISTORY - 19940401 MARK NOT FOUND USPSQD GV1440 HISTORY - 20000108 MARK NOT FOUND USPSQD GV1440 GV1440 STATION DESCRIPTION GV1440 GV1440'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1440'1.6 MI NE FROM ST STEPHENS CHURCH. GV1440'LOCATED 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 360 FROM THE POST GV1440'OFFICE AT ST. STEPHENS CHURCH, AT THE JUNCTION OF SECONDARY STATE GV1440'HIGHWAY 631. IT IS ABOUT 400 FEET NORTHWEST OF SHEPHERDS METHODIST GV1440'CHURCH, 54 FEET SOUTHEAST OF THE CENTER LINE OF HIGHWAY 360, 74 GV1440'FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 631, 23 FEET SOUTH GV1440'OF TELEPHONE POLE NO. 2574, AND ON THE NORTH EDGE OF A CEMETERY, GV1440'SET IN THE TOP OF A 6 INCH TRIANGULAR GV1440'CONCRETE POST PROJECTING 3 INCHES. GV1440 GV1440 STATION RECOVERY (1994) GV1440 GV1440'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1440'MARK NOT FOUND. GV1440 GV1440 STATION RECOVERY (2000) GV1440 GV1440'RECOVERY NOTE BY US POWER SQUADRON 2000 GV1440'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV1068 *********************************************************************** GV1068 DESIGNATION - C 274 RESET GV1068 PID - GV1068 GV1068 STATE/COUNTY- VA/KING AND QUEEN GV1068 USGS QUAD - MILLERS TAVERN (1985) GV1068 GV1068 *CURRENT SURVEY CONTROL GV1068 ___________________________________________________________________ GV1068* NAD 83(1986)- 37 45 21. (N) 076 59 25. (W) SCALED GV1068* NAVD 88 - 49.30 (meters) 161.7 (feet) RESET GV1068 ___________________________________________________________________ GV1068 GEOID HEIGHT- -33.68 (meters) GEOID99 GV1068 GV1068 VERT ORDER - THIRD GV1068 GV1068.The horizontal coordinates were scaled from a topographic map and have GV1068.an estimated accuracy of +/- 6 seconds. GV1068 GV1068.The orthometric height was computed from unverified reset data. GV1068.No vertical observational check was made to the station. GV1068 GV1068.The geoid height was determined by GEOID99. GV1068 GV1068; North East Units Estimated Accuracy GV1068;SPC VA S - 1,158,930. 3,633,030. MT (+/- 180 meters Scaled) GV1068 GV1068 SUPERSEDED SURVEY CONTROL GV1068 GV1068 NGVD 29 (??/??/??) 49.64 (m) 162.9 (f) RESET 3 GV1068 GV1068.Superseded values are not recommended for survey control. GV1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1068.See file dsdata.txt to determine how the superseded data were derived. GV1068 GV1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG246805(NAD 83) GV1068_MARKER: DB = BENCH MARK DISK GV1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1068_STAMPING: C 274 RESET 1966 GV1068_MARK LOGO: CGS GV1068_MAGNETIC: N = NO MAGNETIC MATERIAL GV1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1068+STABILITY: SURFACE MOTION GV1068 GV1068 HISTORY - Date Condition Report By GV1068 HISTORY - 1966 MONUMENTED CGS GV1068 HISTORY - 19910708 GOOD VADHT GV1068 HISTORY - 20000108 GOOD USPSQD GV1068 GV1068 STATION DESCRIPTION GV1068 GV1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 GV1068'3 MI NE FROM WALKERTON. GV1068'3.0 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 629 FROM THE GV1068'POST OFFICE AT WALKERTON, 1.2 MILES SOUTH OF BRUINGTON, AT HENLEYS GV1068'FORK, 100 FEET SOUTHEAST OF THE EDGE OF PAVEMENT OF SECONDARY GV1068'STATE HIGHWAY 629, 50 FEET SOUTHWEST OF THE CENTERLINE OF STATE GV1068'HIGHWAY 14, 29 FEET SOUTH OF HISTORICAL MARKER SIGN, 12 FEET GV1068'SOUTHEAST OF THE NORTHEAST CORNER OF CONCRETE BLOCK GARAGE AND 1.8 GV1068'FEET WEST OF UTILITY POLE X 15064. A CONCRETE MONUMENT ABOUT 10 GV1068'INCHES SQUARE AND FLUSH WITH THE GROUND. GV1068 GV1068 STATION RECOVERY (1991) GV1068 GV1068'RECOVERY NOTE BY VA DEPT HWYS-TRANSP 1991 GV1068'RECOVERED IN GOOD CONDITION. NOTE--BM IS NOT SUITABLE OF SATELLITE GV1068'OBSERVATIONS. GV1068 GV1068 STATION RECOVERY (2000) GV1068 GV1068'RECOVERY NOTE BY US POWER SQUADRON 2000 GV1068'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV1120 *********************************************************************** GV1120 DESIGNATION - C 275 RESET 1962 GV1120 PID - GV1120 GV1120 STATE/COUNTY- VA/KING AND QUEEN GV1120 USGS QUAD - TRUHART (1989) GV1120 GV1120 *CURRENT SURVEY CONTROL GV1120 ___________________________________________________________________ GV1120* NAD 83(1986)- 37 44 03. (N) 076 47 59. (W) SCALED GV1120* NAVD 88 - 32.44 (meters) 106.4 (feet) RESET GV1120 ___________________________________________________________________ GV1120 GEOID HEIGHT- -34.24 (meters) GEOID99 GV1120 GV1120 VERT ORDER - THIRD GV1120 GV1120.The horizontal coordinates were scaled from a topographic map and have GV1120.an estimated accuracy of +/- 6 seconds. GV1120 GV1120.The orthometric height was computed from unverified reset data. GV1120.No vertical observational check was made to the station. GV1120 GV1120.The geoid height was determined by GEOID99. GV1120 GV1120; North East Units Estimated Accuracy GV1120;SPC VA S - 1,156,810. 3,649,860. MT (+/- 180 meters Scaled) GV1120 GV1120 SUPERSEDED SURVEY CONTROL GV1120 GV1120 NGVD 29 (??/??/??) 32.78 (m) 107.5 (f) RESET 3 GV1120 GV1120.Superseded values are not recommended for survey control. GV1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1120.See file dsdata.txt to determine how the superseded data were derived. GV1120 GV1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG414778(NAD 83) GV1120_MARKER: DB = BENCH MARK DISK GV1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1120_STAMPING: C 275 RESET 1962 GV1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1120+STABILITY: SURFACE MOTION GV1120 GV1120 HISTORY - Date Condition Report By GV1120 HISTORY - 1962 MONUMENTED CGS GV1120 HISTORY - 19941115 GOOD USPSQD GV1120 HISTORY - 20000115 MARK NOT FOUND USPSQD GV1120 GV1120 STATION DESCRIPTION GV1120 GV1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 GV1120'2.2 MI SE FROM INO. GV1120'0.7 MILE SOUTHEAST ALONG SECONDARY STATE HIGHWAY 614 FROM THE GV1120'POST OFFICE AT INO, KING AND QUEEN COUNTY, THENCE 1.5 MILES GV1120'SOUTH ALONG SECONDARY STATE HIGHWAY 615, AT THE T-JUNCTION GV1120'OF STATE HIGHWAY 610, 43 FEET SOUTHEAST OF THE CENTERLINE OF GV1120'STATE HIGHWAY 615, 28 FEET NORTHEAST OF THE CENTERLINE OF STATE GV1120'HIGHWAY 610, 8 FEET WEST OF A 12-INCH BLAZED OAK TREE, 2 FEET GV1120'NORTHWEST OF A STEEL WITNESS POST, AND SET IN A CONCRETE MONUMENT GV1120'ABOUT 1 FOOT IN DIAMETER, PROJECTING 1 INCH. GV1120 GV1120 STATION RECOVERY (1994) GV1120 GV1120'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1120'RECOVERED IN GOOD CONDITION. GV1120 GV1120 STATION RECOVERY (2000) GV1120 GV1120'RECOVERY NOTE BY US POWER SQUADRON 2000 GV1120'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV1065 *********************************************************************** GV1065 DESIGNATION - E 274 RESET 1974 GV1065 PID - GV1065 GV1065 STATE/COUNTY- VA/KING AND QUEEN GV1065 USGS QUAD - KING AND QUEEN COURT HOUSE (1981) GV1065 GV1065 *CURRENT SURVEY CONTROL GV1065 ___________________________________________________________________ GV1065* NAD 83(1986)- 37 44 44. (N) 076 57 34. (W) SCALED GV1065* NAVD 88 - 44.37 (meters) 145.6 (feet) RESET GV1065 ___________________________________________________________________ GV1065 GEOID HEIGHT- -33.80 (meters) GEOID99 GV1065 GV1065 VERT ORDER - THIRD GV1065 GV1065.The horizontal coordinates were scaled from a topographic map and have GV1065.an estimated accuracy of +/- 6 seconds. GV1065 GV1065.The orthometric height was computed from unverified reset data. GV1065.No vertical observational check was made to the station. GV1065 GV1065.The geoid height was determined by GEOID99. GV1065 GV1065; North East Units Estimated Accuracy GV1065;SPC VA S - 1,157,830. 3,635,770. MT (+/- 180 meters Scaled) GV1065 GV1065 SUPERSEDED SURVEY CONTROL GV1065 GV1065 NGVD 29 (??/??/??) 44.71 (m) 146.7 (f) RESET 3 GV1065 GV1065.Superseded values are not recommended for survey control. GV1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1065.See file dsdata.txt to determine how the superseded data were derived. GV1065 GV1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG273793(NAD 83) GV1065_MARKER: DB = BENCH MARK DISK GV1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1065_STAMPING: E 274 RESET 1974 GV1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1065+STABILITY: SURFACE MOTION GV1065 GV1065 HISTORY - Date Condition Report By GV1065 HISTORY - 1974 MONUMENTED VADH GV1065 HISTORY - 19940413 POOR USPSQD GV1065 HISTORY - 20000108 GOOD USPSQD GV1065 GV1065 STATION DESCRIPTION GV1065 GV1065'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974 GV1065'2.4 MI NW FROM STEVENSVILLE. GV1065'2.4 MILES NORTHWEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE GV1065'AT STEVENSVILLE, KING AND QUEEN COUNTY, 0.65 MILE NORTHWEST OF THE GV1065'CROSSING OF MARKET SWAMP., 0.65 MILES SOUTHEAST OF THE CROSSING GV1065'OF GARNETTS CREEK, 0.15 MILE EAST OF THE JUNCTION OF SECONDARY GV1065'STATE HIGHWAY 620 LEADING SOUTHWEST, AT THE JUNCTION OF SECONDARY GV1065'STATE HIGHWAY 620 LEADING NORTH., 105 FEET NORTH OF THE CENTERLINE GV1065'OF STATE HIGHWAY 14, 85 FEET EAST OF THE CENTERLINE OF SECONDARY GV1065'STATE HIGHWAY 620, 7.5 FEET WEST OF POWER POLE 27098. SET IN THE GV1065'TOP OF A CONCRETE POST 4 IN ABOVE GROUND. GV1065 GV1065 STATION RECOVERY (1994) GV1065 GV1065'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1065'MARK RECOVERED IN POOR CONDITION. GV1065 GV1065 STATION RECOVERY (2000) GV1065 GV1065'RECOVERY NOTE BY US POWER SQUADRON 2000 GV1065'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV1172 *********************************************************************** GV1172 DESIGNATION - E 88 RESET 1952 GV1172 PID - GV1172 GV1172 STATE/COUNTY- VA/KING AND QUEEN GV1172 USGS QUAD - MILLERS TAVERN (1985) GV1172 GV1172 *CURRENT SURVEY CONTROL GV1172 ___________________________________________________________________ GV1172* NAD 83(1986)- 37 49 38. (N) 076 59 50. (W) SCALED GV1172* NAVD 88 - 49.79 (meters) 163.4 (feet) RESET GV1172 ___________________________________________________________________ GV1172 GEOID HEIGHT- -33.48 (meters) GEOID99 GV1172 GV1172 VERT ORDER - THIRD GV1172 GV1172.The horizontal coordinates were scaled from a topographic map and have GV1172.an estimated accuracy of +/- 6 seconds. GV1172 GV1172.The orthometric height was computed from unverified reset data. GV1172.No vertical observational check was made to the station. GV1172 GV1172.The geoid height was determined by GEOID99. GV1172 GV1172; North East Units Estimated Accuracy GV1172;SPC VA S - 1,166,840. 3,632,290. MT (+/- 180 meters Scaled) GV1172 GV1172 SUPERSEDED SURVEY CONTROL GV1172 GV1172 NGVD 29 (??/??/??) 50.12 (m) 164.4 (f) RESET 3 GV1172 GV1172.Superseded values are not recommended for survey control. GV1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1172.See file dsdata.txt to determine how the superseded data were derived. GV1172 GV1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG242885(NAD 83) GV1172_MARKER: DB = BENCH MARK DISK GV1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1172_STAMPING: E 88 RESET 1952 GV1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1172+STABILITY: SURFACE MOTION GV1172 GV1172 HISTORY - Date Condition Report By GV1172 HISTORY - 1952 MONUMENTED VADH GV1172 HISTORY - 1961 MARK NOT FOUND CGS GV1172 HISTORY - 19940413 MARK NOT FOUND USPSQD GV1172 HISTORY - 20000108 MARK NOT FOUND USPSQD GV1172 GV1172 STATION DESCRIPTION GV1172 GV1172'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1172'3 MI SW FROM MILLERS TAVERN. GV1172'IN KING AND QUEEN COUNTY, 12.0 MILES SOUTHWEST ALONG U.S. HIGHWAY GV1172'360 FROM THE SOUTHSIDE BANK AT TAPPAHANNOCK, ESSEX COUNTY, ABOUT GV1172'3 MILES SOUTHWEST OF THE POST OFFICE AT MILLERS TAVERN, KING AND GV1172'QUEEN COUNTY, AT THE TOP OF A SLOPE TO THE NORTHEAST, AT THE GV1172'JUNCTION OF A ROAD LEADING NORTHEAST TO THE ACREE FARMHOUSE, 65 GV1172'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 10.3 FEET GV1172'SOUTHEAST OF A STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER AT GV1172'THE BEGINNING OF A CURVE TO THE SOUTHEAST. A STANDARD DISK, GV1172'STAMPED E 88 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST. GV1172 GV1172 STATION RECOVERY (1994) GV1172 GV1172'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1172'MARK NOT FOUND. GV1172 GV1172 STATION RECOVERY (2000) GV1172 GV1172'RECOVERY NOTE BY US POWER SQUADRON 2000 GV1172'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV1063 *********************************************************************** GV1063 DESIGNATION - F 274 RESET 1974 GV1063 PID - GV1063 GV1063 STATE/COUNTY- VA/KING AND QUEEN GV1063 USGS QUAD - KING AND QUEEN COURT HOUSE (1981) GV1063 GV1063 *CURRENT SURVEY CONTROL GV1063 ___________________________________________________________________ GV1063* NAD 83(1986)- 37 44 06. (N) 076 56 30. (W) SCALED GV1063* NAVD 88 - 38.59 (meters) 126.6 (feet) RESET GV1063 ___________________________________________________________________ GV1063 GEOID HEIGHT- -33.88 (meters) GEOID99 GV1063 GV1063 VERT ORDER - THIRD GV1063 GV1063.The horizontal coordinates were scaled from a topographic map and have GV1063.an estimated accuracy of +/- 6 seconds. GV1063 GV1063.The orthometric height was computed from unverified reset data. GV1063.No vertical observational check was made to the station. GV1063 GV1063.The geoid height was determined by GEOID99. GV1063 GV1063; North East Units Estimated Accuracy GV1063;SPC VA S - 1,156,690. 3,637,350. MT (+/- 180 meters Scaled) GV1063 GV1063 SUPERSEDED SURVEY CONTROL GV1063 GV1063 NGVD 29 (??/??/??) 38.93 (m) 127.7 (f) RESET 3 GV1063 GV1063.Superseded values are not recommended for survey control. GV1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1063.See file dsdata.txt to determine how the superseded data were derived. GV1063 GV1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG289781(NAD 83) GV1063_MARKER: DB = BENCH MARK DISK GV1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1063_STAMPING: F 274 RESET 1974 GV1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1063+STABILITY: SURFACE MOTION GV1063 GV1063 HISTORY - Date Condition Report By GV1063 HISTORY - 1974 MONUMENTED VADH GV1063 HISTORY - 19940413 GOOD USPSQD GV1063 HISTORY - 20000108 GOOD USPSQD GV1063 GV1063 STATION DESCRIPTION GV1063 GV1063'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974 GV1063'1.1 MI W FROM STEVENSVILLE. GV1063'1.1 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT GV1063'STEVENSVILLE, KING AND QUEEN COUNTY, 0.65 MILE SOUTHEAST OF THE GV1063'CROSSING OF MARKET SWAMP, 0.4 MILE WEST OF THE JUNCTION OF A GV1063'ROAD LEADING NORTH, 130 FEET NORTHWEST OF THE CENTERLINE OF A GV1063'PRIVATE DIRT ROAD LEADING WEST THROUGH A FIELD, AT THE EDGE OF THE GV1063'FIELD AND WOODS, 58 FEET SOUTHWEST OF THE CENTERLINE OF STATE GV1063'HIGHWAY 14, 1.5 FEET SOUTHWEST OF A WHITE METAL WITNESS POST. SET GV1063'IN A CONCRETE POST 4 INCHES ABOVE THE GROUND. GV1063 GV1063 STATION RECOVERY (1994) GV1063 GV1063'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1063'RECOVERED IN GOOD CONDITION. GV1063 GV1063 STATION RECOVERY (2000) GV1063 GV1063'RECOVERY NOTE BY US POWER SQUADRON 2000 GV1063'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV1383 *********************************************************************** GV1383 DESIGNATION - G 88 RESET 1954 GV1383 PID - GV1383 GV1383 STATE/COUNTY- VA/KING AND QUEEN GV1383 USGS QUAD - AYLETT (1985) GV1383 GV1383 *CURRENT SURVEY CONTROL GV1383 ___________________________________________________________________ GV1383* NAD 83(1986)- 37 47 30. (N) 077 05 46. (W) SCALED GV1383* NAVD 88 - 12.52 (meters) 41.1 (feet) RESET GV1383 ___________________________________________________________________ GV1383 GEOID HEIGHT- -33.31 (meters) GEOID99 GV1383 GV1383 VERT ORDER - THIRD GV1383 GV1383.The horizontal coordinates were scaled from a topographic map and have GV1383.an estimated accuracy of +/- 6 seconds. GV1383 GV1383.The orthometric height was computed from unverified reset data. GV1383.No vertical observational check was made to the station. GV1383 GV1383.The geoid height was determined by GEOID99. GV1383 GV1383; North East Units Estimated Accuracy GV1383;SPC VA S - 1,162,760. 3,623,650. MT (+/- 180 meters Scaled) GV1383 GV1383 SUPERSEDED SURVEY CONTROL GV1383 GV1383 NGVD 29 (??/??/??) 12.85 (m) 42.2 (f) RESET 3 GV1383 GV1383.Superseded values are not recommended for survey control. GV1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1383.See file dsdata.txt to determine how the superseded data were derived. GV1383 GV1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG154847(NAD 83) GV1383_MARKER: DB = BENCH MARK DISK GV1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1383_STAMPING: G 88 RESET 1954 GV1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1383+STABILITY: SURFACE MOTION GV1383 GV1383 HISTORY - Date Condition Report By GV1383 HISTORY - 1954 MONUMENTED VADH GV1383 HISTORY - 1961 GOOD CGS GV1383 HISTORY - 1988 GOOD USPSQD GV1383 HISTORY - 19940413 GOOD USPSQD GV1383 HISTORY - 20000108 GOOD USPSQD GV1383 GV1383 STATION DESCRIPTION GV1383 GV1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1383'0.5 MI NE FROM AYLETT. GV1383'IN KING AND QUEEN COUNTY, 6.9 MILES NORTHEAST ALONG U.S. HIGHWAY GV1383'360 FROM THE POST OFFICE AT MANQUIN, KING WILLIAM COUNTY, 0.5 GV1383'MILE NORTHEAST OF THE EAST END OF THE MATTAPONI RIVER BRIDGE AT GV1383'AYLETT, KING WILLIAM COUNTY, 90 FEET SOUTHWEST OF A SERVICE GV1383'STATION, 96 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AT GV1383'SURVEY STATION 479+31, AND 1 FOOT SOUTHWEST OF A 6-INCH WHITE GV1383'OAK TREE. A STANDARD DISK, STAMPED G 88 RESET 1954 AND SET GV1383'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. IT IS 51 GV1383'FEET WEST OF TELEPHONE POLE NO. 719, 1.5 FEET SOUTH OF THE CENTER GV1383'OF A 12 INCH HICKORY TREE, AND 1 FOOT NORTHEAST OF A C. AND G.S. GV1383'WITNESS SIGN. NOTE-- USE WITH CARE, THE ROOTS OF THE TREE MAY GV1383'DISTURB THE MARK. GV1383 GV1383 STATION RECOVERY (1988) GV1383 GV1383'RECOVERY NOTE BY US POWER SQUADRON 1988 (SM) GV1383'RECOVERED IN GOOD CONDITION. GV1383 GV1383 STATION RECOVERY (1994) GV1383 GV1383'RECOVERY NOTE BY US POWER SQUADRON 1994 GV1383'RECOVERED IN GOOD CONDITION. GV1383 GV1383 STATION RECOVERY (2000) GV1383 GV1383'RECOVERY NOTE BY US POWER SQUADRON 2000 GV1383'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV0984 *********************************************************************** GV0984 DESIGNATION - R 275 RESET 1962 GV0984 PID - GV0984 GV0984 STATE/COUNTY- VA/KING AND QUEEN GV0984 USGS QUAD - SHACKLEFORDS (1986) GV0984 GV0984 *CURRENT SURVEY CONTROL GV0984 ___________________________________________________________________ GV0984* NAD 83(1986)- 37 33 58. (N) 076 44 55. (W) SCALED GV0984* NAVD 88 - 22.22 (meters) 72.9 (feet) RESET GV0984 ___________________________________________________________________ GV0984 GEOID HEIGHT- -34.60 (meters) GEOID99 GV0984 GV0984 VERT ORDER - THIRD GV0984 GV0984.The horizontal coordinates were scaled from a topographic map and have GV0984.an estimated accuracy of +/- 6 seconds. GV0984 GV0984.The orthometric height was computed from unverified reset data. GV0984.No vertical observational check was made to the station. GV0984 GV0984.The geoid height was determined by GEOID99. GV0984 GV0984; North East Units Estimated Accuracy GV0984;SPC VA S - 1,138,240. 3,654,710. MT (+/- 180 meters Scaled) GV0984 GV0984 SUPERSEDED SURVEY CONTROL GV0984 GV0984 NGVD 29 (??/??/??) 22.61 (m) 74.2 (f) RESET 3 GV0984 GV0984.Superseded values are not recommended for survey control. GV0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0984.See file dsdata.txt to determine how the superseded data were derived. GV0984 GV0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG455591(NAD 83) GV0984_MARKER: DB = BENCH MARK DISK GV0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0984_STAMPING: R 275 RESET 1962 GV0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0984+STABILITY: SURFACE MOTION GV0984 GV0984 HISTORY - Date Condition Report By GV0984 HISTORY - 1962 MONUMENTED VADH GV0984 HISTORY - 1990 MARK NOT FOUND USPSQD GV0984 HISTORY - 19941115 MARK NOT FOUND USPSQD GV0984 HISTORY - 20000115 MARK NOT FOUND USPSQD GV0984 GV0984 STATION DESCRIPTION GV0984 GV0984'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1962 GV0984'0.2 MI SW FROM SHACKELFORDS. GV0984'0.2 MILE SOUTHWEST ALONG STATE HIGHWAY NUMBER 33 FROM THE POST GV0984'OFFICE AT SHACKELFORDS, 1.3 MILES NORTHWEST ALONG STATE HIGHWAY GV0984'NUMBER 14, 2 FEET NORTHWEST OF A TELEPHONE POLE NUMBER 37, 0.7 GV0984'MILE SOUTHEAST OF INTERSECTION ROUTE 610 AT ELSOM, 0.5 MILE GV0984'NORTHWEST OF CROSSING OF BURNT MILL CREEK, 43 FEET WEST OF STATE GV0984'HIGHWAY NUMBER 14 STATION 84+06, AND SET IN THE TOP OF A CONCRETE GV0984'POST PROJECTING 1 INCH ABOVE THE GROUND. GV0984 GV0984 STATION RECOVERY (1990) GV0984 GV0984'RECOVERY NOTE BY US POWER SQUADRON 1990 (JCR) GV0984'MARK NOT FOUND. GV0984 GV0984 STATION RECOVERY (1994) GV0984 GV0984'RECOVERY NOTE BY US POWER SQUADRON 1994 GV0984'MARK NOT FOUND. GV0984 GV0984 STATION RECOVERY (2000) GV0984 GV0984'RECOVERY NOTE BY US POWER SQUADRON 2000 GV0984'MARK NOT FOUND.