1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV0704 *********************************************************************** GV0704 DESIGNATION - F 265 RESET 1943 GV0704 PID - GV0704 GV0704 STATE/COUNTY- VA/YORK GV0704 USGS QUAD - WILLIAMSBURG (1984) GV0704 GV0704 *CURRENT SURVEY CONTROL GV0704 ___________________________________________________________________ GV0704* NAD 83(1986)- 37 17 04. (N) 076 41 15. (W) SCALED GV0704* NAVD 88 - 19.53 (meters) 64.1 (feet) RESET GV0704 ___________________________________________________________________ GV0704 GEOID HEIGHT- -35.22 (meters) GEOID99 GV0704 GV0704 VERT ORDER - THIRD GV0704 GV0704.The horizontal coordinates were scaled from a topographic map and have GV0704.an estimated accuracy of +/- 6 seconds. GV0704 GV0704.The orthometric height was computed from unverified reset data. GV0704.No vertical observational check was made to the station. GV0704 GV0704.The geoid height was determined by GEOID99. GV0704 GV0704; North East Units Estimated Accuracy GV0704;SPC VA S - 1,107,090. 3,660,710. MT (+/- 180 meters Scaled) GV0704 GV0704 SUPERSEDED SURVEY CONTROL GV0704 GV0704 NGVD 29 (??/??/??) 19.88 (m) 65.2 (f) RESET 3 GV0704 GV0704.Superseded values are not recommended for survey control. GV0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0704.See file dsdata.txt to determine how the superseded data were derived. GV0704 GV0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG504277(NAD 83) GV0704_MARKER: DB = BENCH MARK DISK GV0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0704_STAMPING: F 265 RESET 1943 GV0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0704+STABILITY: SURFACE MOTION GV0704 GV0704 HISTORY - Date Condition Report By GV0704 HISTORY - 1943 MONUMENTED VADH GV0704 HISTORY - 1971 MARK NOT FOUND NGS GV0704 GV0704 STATION DESCRIPTION GV0704 GV0704'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1943 GV0704'1 MI N FROM WILLIAMSBURG. GV0704'1.0 MILE NORTH OF WILLIAMSBURG. THIS MARK MAY BE REACHED FROM GV0704'THE BRIDGE OVER THE CHESAPEAKE AND OHIO RAILWAY AT THE EAST END GV0704'OF THE CITY BY GOING 0.5 MILE NORTH ALONG U.S. HIGHWAY 60, THENCE GV0704'0.5 MILE NORTH ALONG STATE HIGHWAY 31. IT IS 0.2 MILE NORTH OF GV0704'THE NORTH CITY LIMITS, ON THE G.A. BRYHN PROPERTY, 93 FEET WEST GV0704'OF THE CENTERLINE OF THE HIGHWAY, 40 FEET NORTHEAST OF THE CENTERLINE GV0704'OF THE PRIVATE ROAD LEADING TO THE BRYHN PROPERTY, 40 FEET WEST GV0704'OF POWER-TRANSMISSION-LINE POLE 91302, AND AT THE EDGE OF THE GV0704'WOODS. NOTE-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION GV0704'DETERMINED BY ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN GV0704'THE SPRING OF 1943. GV0704 GV0704 STATION RECOVERY (1971) GV0704 GV0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 GV0704'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV0377 *********************************************************************** GV0377 DESIGNATION - F 266 RESET 1952 GV0377 PID - GV0377 GV0377 STATE/COUNTY- VA/YORK GV0377 USGS QUAD - HAMPTON (1986) GV0377 GV0377 *CURRENT SURVEY CONTROL GV0377 ___________________________________________________________________ GV0377* NAD 83(1986)- 37 07 21. (N) 076 19 59. (W) SCALED GV0377* NAVD 88 - 0.61 (meters) 2.0 (feet) RESET GV0377 ___________________________________________________________________ GV0377 GEOID HEIGHT- -36.45 (meters) GEOID99 GV0377 GV0377 VERT ORDER - THIRD GV0377 GV0377.The horizontal coordinates were scaled from a topographic map and have GV0377.an estimated accuracy of +/- 6 seconds. GV0377 GV0377.The orthometric height was computed from unverified reset data. GV0377.No vertical observational check was made to the station. GV0377 GV0377.The geoid height was determined by GEOID99. GV0377 GV0377; North East Units Estimated Accuracy GV0377;SPC VA S - 1,089,790. 3,692,550. MT (+/- 180 meters Scaled) GV0377 GV0377 SUPERSEDED SURVEY CONTROL GV0377 GV0377 NGVD 29 (??/??/??) 0.96 (m) 3.1 (f) RESET 3 GV0377 GV0377.Superseded values are not recommended for survey control. GV0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0377.See file dsdata.txt to determine how the superseded data were derived. GV0377 GV0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG815092(NAD 83) GV0377_MARKER: DB = BENCH MARK DISK GV0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0377_STAMPING: F 266 RESET 1952 GV0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0377+STABILITY: SURFACE MOTION GV0377 GV0377 HISTORY - Date Condition Report By GV0377 HISTORY - 1952 MONUMENTED VADH GV0377 GV0377 STATION DESCRIPTION GV0377 GV0377'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1952 GV0377'0.8 MI E FROM MESSICK. GV0377'0.85 MILE EAST ALONG STATE HIGHWAY 172 FROM THE TRINITY METHODIST GV0377'CHURCH AT MESSICK, AT THE JUNCTION OF SECONDARY STATE HIGHWAY GV0377'607, 41 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 172, 60 GV0377'FEET EAST OF THE SOUTHEAST CORNER OF THE W.J. LINSLEY AND SONS GV0377'STORE, 23 FEET NORTH OF THE NORTHWEST CORNER OF THE J.H. HOLLOWAY GV0377'FRAME HOUSE, AT THE WEST SIDE OF THE FRONT YARD, 1 FOOT WEST OF A GV0377'PICKET FENCE, AND 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST. GV0377'NOTE-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY GV0377'ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN JULY 1952. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV0706 *********************************************************************** GV0706 DESIGNATION - G 265 RESET 1943 GV0706 PID - GV0706 GV0706 STATE/COUNTY- VA/YORK GV0706 USGS QUAD - WILLIAMSBURG (1984) GV0706 GV0706 *CURRENT SURVEY CONTROL GV0706 ___________________________________________________________________ GV0706* NAD 83(1986)- 37 18 09. (N) 076 41 05. (W) SCALED GV0706* NAVD 88 - 20.00 (meters) 65.6 (feet) RESET GV0706 ___________________________________________________________________ GV0706 GEOID HEIGHT- -35.19 (meters) GEOID99 GV0706 GV0706 VERT ORDER - THIRD GV0706 GV0706.The horizontal coordinates were scaled from a topographic map and have GV0706.an estimated accuracy of +/- 6 seconds. GV0706 GV0706.The orthometric height was computed from unverified reset data. GV0706.No vertical observational check was made to the station. GV0706 GV0706.The geoid height was determined by GEOID99. GV0706 GV0706; North East Units Estimated Accuracy GV0706;SPC VA S - 1,109,100. 3,660,920. MT (+/- 180 meters Scaled) GV0706 GV0706 SUPERSEDED SURVEY CONTROL GV0706 GV0706 NGVD 29 (??/??/??) 20.36 (m) 66.8 (f) RESET 3 GV0706 GV0706.Superseded values are not recommended for survey control. GV0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0706.See file dsdata.txt to determine how the superseded data were derived. GV0706 GV0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG506297(NAD 83) GV0706_MARKER: DD = SURVEY DISK GV0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0706_STAMPING: G 265 RESET 1943 GV0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0706+STABILITY: SURFACE MOTION GV0706 GV0706 HISTORY - Date Condition Report By GV0706 HISTORY - 1943 MONUMENTED VADH GV0706 HISTORY - 1974 GOOD LOCSUR GV0706 GV0706 STATION DESCRIPTION GV0706 GV0706'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1943 GV0706'2.3 MI N FROM WILLIAMSBURG. GV0706'2.3 MILES NORTH OF WILLIAMSBURG, YORK COUNTY. THIS MARK MAY BE GV0706'REACHED FROM THE BRIDGE OVER THE CHESAPEAKE AND OHIO RAILWAY AT GV0706'THE EAST END OF THE CITY BY GOING 0.5 MILE NORTH ALONG U.S. GV0706'HIGHWAY 60, THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 31, AND GV0706'THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 168 (31). IT IS GV0706'AT THE NORTH JUNCTION OF STATE HIGHWAYS 168 AND 31, 102 FEET GV0706'WEST OF THE CENTERLINE OF THE WEST LANE OF STATE HIGHWAY 168, AND GV0706'3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE OAK GROVE BAPTIST GV0706'CHURCH. NOTE-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION GV0706'DETERMINED BY ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN GV0706'THE SPRING OF 1943. GV0706 GV0706 STATION RECOVERY (1974) GV0706 GV0706'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974 GV0706'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV0384 *********************************************************************** GV0384 TIDAL BM - This is a Tidal Bench Mark. GV0384 DESIGNATION - R 266 RESET 1956 GV0384 PID - GV0384 GV0384 STATE/COUNTY- VA/YORK GV0384 USGS QUAD - POQUOSON WEST (1983) GV0384 GV0384 *CURRENT SURVEY CONTROL GV0384 ___________________________________________________________________ GV0384* NAD 83(1986)- 37 11 08. (N) 076 26 38. (W) SCALED GV0384* NAVD 88 - 3.01 (meters) 9.9 (feet) RESET GV0384 ___________________________________________________________________ GV0384 GEOID HEIGHT- -36.02 (meters) GEOID99 GV0384 GV0384 VERT ORDER - THIRD GV0384 GV0384.The horizontal coordinates were scaled from a topographic map and have GV0384.an estimated accuracy of +/- 6 seconds. GV0384 GV0384.The orthometric height was computed from unverified reset data. GV0384.No vertical observational check was made to the station. GV0384 GV0384.This Tidal Bench Mark is designated as VM 3426 GV0384.by the Center for Operational Oceanographic Products and Services. GV0384 GV0384.The geoid height was determined by GEOID99. GV0384 GV0384; North East Units Estimated Accuracy GV0384;SPC VA S - 1,096,560. 3,682,550. MT (+/- 180 meters Scaled) GV0384 GV0384 SUPERSEDED SURVEY CONTROL GV0384 GV0384 NGVD 29 (??/??/??) 3.36 (m) 11.0 (f) RESET 3 GV0384 GV0384.Superseded values are not recommended for survey control. GV0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0384.See file dsdata.txt to determine how the superseded data were derived. GV0384 GV0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG718164(NAD 83) GV0384_MARKER: DB = BENCH MARK DISK GV0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0384_STAMPING: R 266 RESET 1956 GV0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0384+STABILITY: SURFACE MOTION GV0384 GV0384 HISTORY - Date Condition Report By GV0384 HISTORY - 1956 MONUMENTED VADH GV0384 HISTORY - 1974 GOOD NGS GV0384 GV0384 STATION DESCRIPTION GV0384 GV0384'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1956 GV0384'0.7 MI NW FROM GRAFTON. GV0384'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE AT GV0384'GRAFTON, YORK COUNTY, 2.4 MILES NORTHEAST ALONG SECONDARY STATE GV0384'HIGHWAY 622, 1.2 MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY GV0384'173 AT SEAFORD, AT THE JUNCTION OF A PRIVATE ROAD LEADING TO THE GV0384'HOMES OF H.C. MASSENBURG AND H.H. LA FOY, 20 FEET WEST OF THE GV0384'PRIVATE ROAD, 33 FEET SOUTH OF THE CENTERLINE OF THE MAIN ROAD GV0384'(ROUTE 622), 50 FEET SOUTH OF SG 16, 2 FEET NORTH OF A WHITE GV0384'WOODEN WITNESS POST, AND LEVEL WITH THE ROAD. A STANDARD DISK, GV0384'STAMPED R 266 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST. GV0384'(11.402). NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION GV0384'DETERMINED BY ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN GV0384'JULY 1956. GV0384 GV0384 STATION RECOVERY (1974) GV0384 GV0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 GV0384'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV0619 *********************************************************************** GV0619 DESIGNATION - S 313 RESET 1975 GV0619 PID - GV0619 GV0619 STATE/COUNTY- VA/YORK GV0619 USGS QUAD - YORKTOWN (1994) GV0619 GV0619 *CURRENT SURVEY CONTROL GV0619 ___________________________________________________________________ GV0619* NAD 83(1986)- 37 13 59. (N) 076 31 56. (W) SCALED GV0619* NAVD 88 - 20.82 (meters) 68.3 (feet) RESET GV0619 ___________________________________________________________________ GV0619 GEOID HEIGHT- -35.68 (meters) GEOID99 GV0619 GV0619 VERT ORDER - THIRD GV0619 GV0619.The horizontal coordinates were scaled from a topographic map and have GV0619.an estimated accuracy of +/- 6 seconds. GV0619 GV0619.The orthometric height was computed from unverified reset data. GV0619.No vertical observational check was made to the station. GV0619 GV0619.The geoid height was determined by GEOID99. GV0619 GV0619; North East Units Estimated Accuracy GV0619;SPC VA S - 1,101,670. 3,674,600. MT (+/- 180 meters Scaled) GV0619 GV0619 SUPERSEDED SURVEY CONTROL GV0619 GV0619 NGVD 29 (??/??/??) 21.06 (m) 69.1 (f) RESET 3 GV0619 GV0619.Superseded values are not recommended for survey control. GV0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0619.See file dsdata.txt to determine how the superseded data were derived. GV0619 GV0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG640218(NAD 83) GV0619_MARKER: DB = BENCH MARK DISK GV0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0619+STABILITY: SURFACE MOTION GV0619 GV0619 HISTORY - Date Condition Report By GV0619 HISTORY - 1975 MONUMENTED VADH GV0619 HISTORY - 1975 GOOD NGS GV0619 HISTORY - 1982 GOOD USPSQD GV0619 GV0619 STATION DESCRIPTION GV0619 GV0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 GV0619'1.6 MI SW FROM YORKTOWN. GV0619'ABOUT 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 238 FROM THE POST GV0619'OFFICE AT YORKTOWN, AT THE JUNCTION OF COUNTY ROAD 638 (GOOSLEY GV0619'ROAD), 58.5 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 238, 73.5 GV0619'FEET SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 1.0 FEET GV0619'EAST OF WITNESS POST, ABOUT 0.4 FEET HIGHER THAN CENTERLINE GV0619'HIGHWAY 238. SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH GV0619'ABOVE GROUND. GV0619 GV0619 STATION RECOVERY (1982) GV0619 GV0619'RECOVERY NOTE BY US POWER SQUADRON 1982 (MAD) GV0619'RECOVERED IN GOOD CONDITION.