1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GV5899 *********************************************************************** GV5899 DESIGNATION - 13 RESET GV5899 PID - GV5899 GV5899 STATE/COUNTY- VA/KING WILLIAM GV5899 USGS QUAD - WEST POINT (1986) GV5899 GV5899 *CURRENT SURVEY CONTROL GV5899 ___________________________________________________________________ GV5899* NAD 83(1986)- 37 32 02. (N) 076 47 44. (W) SCALED GV5899* NAVD 88 - 2.97 (meters) 9.7 (feet) RESET GV5899 ___________________________________________________________________ GV5899 GEOID HEIGHT- -34.58 (meters) GEOID99 GV5899 GV5899 VERT ORDER - THIRD GV5899 GV5899.The horizontal coordinates were scaled from a topographic map and have GV5899.an estimated accuracy of +/- 6 seconds. GV5899 GV5899.The orthometric height was computed from unverified reset data. GV5899.No vertical observational check was made to the station. GV5899 GV5899.The geoid height was determined by GEOID99. GV5899 GV5899; North East Units Estimated Accuracy GV5899;SPC VA S - 1,134,590. 3,650,630. MT (+/- 180 meters Scaled) GV5899 GV5899 SUPERSEDED SURVEY CONTROL GV5899 GV5899 NGVD 29 (10/07/03) 3.20 (m) 10.5 (f) RESET 3 GV5899 GV5899.Superseded values are not recommended for survey control. GV5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV5899.See file dsdata.txt to determine how the superseded data were derived. GV5899 GV5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG413556(NAD 83) GV5899_MARKER: DB = BENCH MARK DISK GV5899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV5899_STAMPING: 13 USGS RESET 1983 GV5899_MARK LOGO: NGS GV5899_PROJECTION: FLUSH GV5899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV5899+STABILITY: SURFACE MOTION GV5899 GV5899 HISTORY - Date Condition Report By GV5899 HISTORY - 1983 MONUMENTED NGS GV5899 HISTORY - 1987 GOOD USPSQD GV5899 HISTORY - 19990325 GOOD USPSQD GV5899 GV5899 STATION DESCRIPTION GV5899 GV5899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 GV5899'IN WEST POINT. GV5899'IN THE NORTHEAST ANGLE OF THE INTERSECTION OF MAIN AND 9TH STREETS GV5899'BETWEEN THE SOUTH SIDEWALK AND THE CURB, 6.0 M (19.7 FT) NORTH OF THE GV5899'CENTER OF 9TH STREET, 10.6 M (34.8 FT) EAST OF THE CENTER OF MAIN GV5899'STREET AND 2.38 M (7.8 FT) SOUTH OF THE SOUTHWEST CORNER OF A 2-STORY GV5899'BRICK BUILDING. GV5899 GV5899 STATION RECOVERY (1987) GV5899 GV5899'RECOVERY NOTE BY US POWER SQUADRON 1987 (MC) GV5899'RECOVERED IN GOOD CONDITION. GV5899 GV5899 STATION RECOVERY (1999) GV5899 GV5899'RECOVERY NOTE BY US POWER SQUADRON 1999 GV5899'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GV1387 *********************************************************************** GV1387 DESIGNATION - J 88 RESET 1957 GV1387 PID - GV1387 GV1387 STATE/COUNTY- VA/KING WILLIAM GV1387 USGS QUAD - AYLETT (1985) GV1387 GV1387 *CURRENT SURVEY CONTROL GV1387 ___________________________________________________________________ GV1387* NAD 83(1986)- 37 45 40. (N) 077 07 08. (W) SCALED GV1387* NAVD 88 - 36.73 (meters) 120.5 (feet) RESET GV1387 ___________________________________________________________________ GV1387 GEOID HEIGHT- -33.32 (meters) GEOID99 GV1387 GV1387 VERT ORDER - THIRD GV1387 GV1387.The horizontal coordinates were scaled from a topographic map and have GV1387.an estimated accuracy of +/- 6 seconds. GV1387 GV1387.The orthometric height was computed from unverified reset data. GV1387.No vertical observational check was made to the station. GV1387 GV1387.The geoid height was determined by GEOID99. GV1387 GV1387; North East Units Estimated Accuracy GV1387;SPC VA S - 1,159,340. 3,621,690. MT (+/- 180 meters Scaled) GV1387 GV1387 SUPERSEDED SURVEY CONTROL GV1387 GV1387 NGVD 29 (??/??/??) 37.05 (m) 121.6 (f) RESET 3 GV1387 GV1387.Superseded values are not recommended for survey control. GV1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1387.See file dsdata.txt to determine how the superseded data were derived. GV1387 GV1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG133814(NAD 83) GV1387_MARKER: DB = BENCH MARK DISK GV1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1387_STAMPING: J 88 RESET 1957 GV1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1387+STABILITY: SURFACE MOTION GV1387 GV1387 HISTORY - Date Condition Report By GV1387 HISTORY - 1957 MONUMENTED VADH GV1387 HISTORY - 1958 GOOD CGS GV1387 HISTORY - 19990308 MARK NOT FOUND USPSQD GV1387 GV1387 STATION DESCRIPTION GV1387 GV1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 GV1387'4.3 MI NE FROM MANQUIN. GV1387'4.3 MILES NORTHEAST ALONG U.S. HIGHWAY 360 FROM THE POST OFFICE AT GV1387'MANQUIN, 1.9 MILES SOUTHWEST OF AYLETT, 0.2 MILES SOUTH OF A ROAD GV1387'INTERSECTION, 61 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, GV1387'NEAR TELEPHONE POLE 804, AND SET IN THE TOP OF A CONCRETE POST GV1387'PROJECTING 3 INCHES. GV1387 GV1387 STATION RECOVERY (1999) GV1387 GV1387'RECOVERY NOTE BY US POWER SQUADRON 1999 GV1387'MARK NOT FOUND.