1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1620 *********************************************************************** GV1620 DESIGNATION - 71.4 NWRR GV1620 PID - GV1620 GV1620 STATE/COUNTY- VA/PRINCE GEORGE GV1620 USGS QUAD - PRINCE GEORGE (1994) GV1620 GV1620 *CURRENT SURVEY CONTROL GV1620 ___________________________________________________________________ GV1620* NAD 83(1986)- 37 09 03. (N) 077 16 11. (W) SCALED GV1620* NAVD 88 - 32.69 (+/-2cm) 107.3 (feet) VERTCON GV1620 ___________________________________________________________________ GV1620 GEOID HEIGHT- -33.84 (meters) GEOID99 GV1620 GV1620 VERT ORDER - ? (See Below) GV1620 GV1620.The horizontal coordinates were scaled from a topographic map and have GV1620.an estimated accuracy of +/- 6 seconds. GV1620 GV1620.The NAVD 88 height was computed by applying the VERTCON shift value to GV1620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GV1620.The vertical order pertains to the superseded datum. GV1620 GV1620.The geoid height was determined by GEOID99. GV1620 GV1620; North East Units Estimated Accuracy GV1620;SPC VA S - 1,091,430. 3,609,280. MT (+/- 180 meters Scaled) GV1620 GV1620 SUPERSEDED SURVEY CONTROL GV1620 GV1620 NGVD 29 - 33.029 (m) 108.36 (f) ADJUSTED ? GV1620 GV1620.Superseded values are not recommended for survey control. GV1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1620.See file dsdata.txt to determine how the superseded data were derived. GV1620 GV1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG984140(NAD 83) GV1620_MARKER: Q = CHISELED SQUARE GV1620_SETTING: 30 = CULVERT GV1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1620 GV1620 HISTORY - Date Condition Report By GV1620 HISTORY - UNK MONUMENTED NWRR GV1620 HISTORY - 1932 GOOD CGS GV1620 HISTORY - 1963 GOOD CGS GV1620 HISTORY - 19980422 MARK NOT FOUND USPSQD GV1620 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1620 GV1620 STATION DESCRIPTION GV1620 GV1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 GV1620'2.8 MI NW FROM DISPUTANTA. GV1620'2.8 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM GV1620'THE STATION AT DISPUTANTA, PRINCE GEORGE COUNTY, 0.4 MILE GV1620'NORTHWEST OF MILEPOST 71, 0.3 MILE NORTHWEST OF SEMAPHORE 711, GV1620'AT A CONCRETE CULVERT, AND ON THE TOP OF THE NORTHWEST END OF THE GV1620'NORTHEAST HEADWALL. A CHISELED SQUARE. GV1620 GV1620 STATION RECOVERY (1963) GV1620 GV1620'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 GV1620'RECOVERED IN GOOD CONDITION. GV1620 GV1620 STATION RECOVERY (1998) GV1620 GV1620'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1620'MARK NOT FOUND. GV1620 GV1620 STATION RECOVERY (2003) GV1620 GV1620'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1620' GV1620' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1622 *********************************************************************** GV1622 DESIGNATION - 72+605 NWRR RESET 1954 GV1622 PID - GV1622 GV1622 STATE/COUNTY- VA/PRINCE GEORGE GV1622 USGS QUAD - PRINCE GEORGE (1994) GV1622 GV1622 *CURRENT SURVEY CONTROL GV1622 ___________________________________________________________________ GV1622* NAD 83(1986)- 37 09 20. (N) 077 16 40. (W) SCALED GV1622* NAVD 88 - 45.99 (+/-2cm) 150.9 (feet) VERTCON GV1622 ___________________________________________________________________ GV1622 GEOID HEIGHT- -33.84 (meters) GEOID99 GV1622 GV1622 VERT ORDER - THIRD (See Below) GV1622 GV1622.The horizontal coordinates were scaled from a topographic map and have GV1622.an estimated accuracy of +/- 6 seconds. GV1622 GV1622.The NAVD 88 height was computed by applying the VERTCON shift value to GV1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GV1622.The vertical order pertains to the superseded datum. GV1622 GV1622.The geoid height was determined by GEOID99. GV1622 GV1622; North East Units Estimated Accuracy GV1622;SPC VA S - 1,091,950. 3,608,560. MT (+/- 180 meters Scaled) GV1622 GV1622 SUPERSEDED SURVEY CONTROL GV1622 GV1622 NGVD 29 - 46.32 (m) 152.0 (f) RESET 3 GV1622 GV1622.Superseded values are not recommended for survey control. GV1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1622.See file dsdata.txt to determine how the superseded data were derived. GV1622 GV1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG977145(NAD 83) GV1622_MARKER: DD = SURVEY DISK GV1622_SETTING: 36 = BRIDGE WHEELGUARD GV1622_STAMPING: 72+605 N+WRY RESET 1954 GV1622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV1622 GV1622 HISTORY - Date Condition Report By GV1622 HISTORY - 1954 MONUMENTED VADH GV1622 HISTORY - 1956 GOOD CGS GV1622 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1622 GV1622 STATION DESCRIPTION GV1622 GV1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 GV1622'3.3 MI NW FROM DISPUTANTA. GV1622'3.3 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM GV1622'THE STATION AT DISPUTANTA, SET IN THE SOUTH WHEELGUARD OF STATE GV1622'HIGHWAY 154 OVERHEAD BRIDGE, 21.4 FEET WEST OF EAST ABUTMENT. GV1622 GV1622 STATION RECOVERY (2003) GV1622 GV1622'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1622' GV1622' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV5904 *********************************************************************** GV5904 DESIGNATION - A 381 RESET GV5904 PID - GV5904 GV5904 STATE/COUNTY- VA/PRINCE GEORGE GV5904 USGS QUAD - PRINCE GEORGE (1994) GV5904 GV5904 *CURRENT SURVEY CONTROL GV5904 ___________________________________________________________________ GV5904* NAD 83(1986)- 37 09 29. (N) 077 21 09. (W) SCALED GV5904* NAVD 88 - 39.97 (meters) 131.1 (feet) RESET GV5904 ___________________________________________________________________ GV5904 GEOID HEIGHT- -33.80 (meters) GEOID99 GV5904 GV5904 VERT ORDER - THIRD GV5904 GV5904.The horizontal coordinates were scaled from a topographic map and have GV5904.an estimated accuracy of +/- 6 seconds. GV5904 GV5904.The orthometric height was computed from unverified reset data. GV5904.No vertical observational check was made to the station. GV5904 GV5904.The geoid height was determined by GEOID99. GV5904 GV5904; North East Units Estimated Accuracy GV5904;SPC VA S - 1,092,140. 3,601,920. MT (+/- 180 meters Scaled) GV5904 GV5904 SUPERSEDED SURVEY CONTROL GV5904 GV5904 NGVD 29 - 40.31 (m) 132.3 (f) RESET 3 GV5904 GV5904.Superseded values are not recommended for survey control. GV5904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV5904.See file dsdata.txt to determine how the superseded data were derived. GV5904 GV5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG911149(NAD 83) GV5904_MARKER: DB = BENCH MARK DISK GV5904_SETTING: 38 = ABUTMENT GV5904_STAMPING: A 381 RESET 1987 GV5904_MARK LOGO: VADHT GV5904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV5904 GV5904 HISTORY - Date Condition Report By GV5904 HISTORY - 1987 MONUMENTED VADHT GV5904 HISTORY - 19980609 MARK NOT FOUND USPSQD GV5904 HISTORY - 20030302 MARK NOT FOUND USPSQD GV5904 GV5904 STATION DESCRIPTION GV5904 GV5904'DESCRIBED BY VA DEPT HWYS-TRANSP 1987 GV5904'6.7 KM (4.15 MI) SOUTH FROM PETERSBURG. GV5904'4.15 MI. SOUTH ALONG U.S. HWY 301 FROM THE NORFOLK AND WESTERN RAILWAY GV5904'STATION IN PETERSBURG, THENCE ABOUT 0.7 MI. EAST ALONG COUNTY RD. 632 GV5904'THENCE ABOUT 2.4 MI. SOUTH ALONG INTERSTATE HWY 95 ABOUT 0.25 MI. GV5904'NORTH OF INT. OF COUNTY RD. 626 IN TOP OF WEST END OF THE SOUTH CONC. GV5904'ABUTMENT OF INT. HWY. 95 BRIDGE OVER SECOND SWAMP MARK WAS RESET IN GV5904'THE NEW PART OF BRIDGE AS DESCRIBED. GV5904 GV5904 STATION RECOVERY (1998) GV5904 GV5904'RECOVERY NOTE BY US POWER SQUADRON 1998 GV5904'MARK NOT FOUND. GV5904 GV5904 STATION RECOVERY (2003) GV5904 GV5904'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV5904'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1874 *********************************************************************** GV1874 DESIGNATION - B 381 GV1874 PID - GV1874 GV1874 STATE/COUNTY- VA/PRINCE GEORGE GV1874 USGS QUAD - PRINCE GEORGE (1994) GV1874 GV1874 *CURRENT SURVEY CONTROL GV1874 ___________________________________________________________________ GV1874* NAD 83(1986)- 37 09 15. (N) 077 21 12. (W) SCALED GV1874* NAVD 88 - 43.074 (meters) 141.32 (feet) ADJUSTED GV1874 ___________________________________________________________________ GV1874 GEOID HEIGHT- -33.80 (meters) GEOID99 GV1874 DYNAMIC HT - 43.042 (meters) 141.21 (feet) COMP GV1874 MODELED GRAV- 979,899.3 (mgal) NAVD 88 GV1874 GV1874 VERT ORDER - SECOND CLASS 0 GV1874 GV1874.The horizontal coordinates were scaled from a topographic map and have GV1874.an estimated accuracy of +/- 6 seconds. GV1874 GV1874.The orthometric height was determined by differential leveling GV1874.and adjusted by the National Geodetic Survey in June 1991. GV1874 GV1874.The geoid height was determined by GEOID99. GV1874 GV1874.The dynamic height is computed by dividing the NAVD 88 GV1874.geopotential number by the normal gravity value computed on the GV1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1874.degrees latitude (g = 980.6199 gals.). GV1874 GV1874.The modeled gravity was interpolated from observed gravity values. GV1874 GV1874; North East Units Estimated Accuracy GV1874;SPC VA S - 1,091,710. 3,601,850. MT (+/- 180 meters Scaled) GV1874 GV1874 SUPERSEDED SURVEY CONTROL GV1874 GV1874 NGVD 29 - 43.413 (m) 142.43 (f) ADJUSTED 2 0 GV1874 GV1874.Superseded values are not recommended for survey control. GV1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1874.See file dsdata.txt to determine how the superseded data were derived. GV1874 GV1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG910145(NAD 83) GV1874_MARKER: DB = BENCH MARK DISK GV1874_SETTING: 36 = PIER LEG GV1874_STAMPING: B 381 1959 GV1874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV1874 GV1874 HISTORY - Date Condition Report By GV1874 HISTORY - 1959 MONUMENTED CGS GV1874 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1874 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1874 GV1874 STATION DESCRIPTION GV1874 GV1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1874'7.6 MI SE FROM PETERSBURG. GV1874'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE NORFOLK GV1874'AND WESTERN RAILWAY STATION AT PETERSBURG, THENCE ABOUT 0.7 GV1874'MILE EAST ALONG COUNTY ROAD 632, THENCE ABOUT 2.7 MILES SOUTH GV1874'ALONG INTERSTATE HIGHWAY 95, ABOUT 0.1 MILE EAST OF U.S. HIGHWAY GV1874'301, SET VERTICALLY IN THE EAST FACE OF SOUTH LEG OF EAST PIER GV1874'OF COUNTY ROAD 626 OVERPASS OVER INTERSTATE HIGHWAY 95, AND GV1874'ABOUT 4 FEET ABOVE THE LEVEL OF THE GROUND. GV1874 GV1874 STATION RECOVERY (1998) GV1874 GV1874'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1874'MARK NOT FOUND. GV1874 GV1874 STATION RECOVERY (2003) GV1874 GV1874'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1874' GV1874' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1896 *********************************************************************** GV1896 DESIGNATION - BLUE GV1896 PID - GV1896 GV1896 STATE/COUNTY- VA/PRINCE GEORGE GV1896 USGS QUAD - CARSON (1987) GV1896 GV1896 *CURRENT SURVEY CONTROL GV1896 ___________________________________________________________________ GV1896* NAD 83(1993)- 37 01 17.46516(N) 077 23 33.30644(W) ADJUSTED GV1896* NAVD 88 - 37.681 (meters) 123.63 (feet) ADJUSTED GV1896 ___________________________________________________________________ GV1896 LAPLACE CORR- -2.51 (seconds) DEFLEC99 GV1896 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1896 DYNAMIC HT - 37.653 (meters) 123.53 (feet) COMP GV1896 MODELED GRAV- 979,898.3 (mgal) NAVD 88 GV1896 GV1896 HORZ ORDER - SECOND GV1896 VERT ORDER - SECOND CLASS 0 GV1896 GV1896.The horizontal coordinates were established by classical geodetic methods GV1896.and adjusted by the National Geodetic Survey in September 1995. GV1896 GV1896.The orthometric height was determined by differential leveling GV1896.and adjusted by the National Geodetic Survey in June 1991. GV1896 GV1896.The Laplace correction was computed from DEFLEC99 derived deflections. GV1896 GV1896.The geoid height was determined by GEOID99. GV1896 GV1896.The dynamic height is computed by dividing the NAVD 88 GV1896.geopotential number by the normal gravity value computed on the GV1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1896.degrees latitude (g = 980.6199 gals.). GV1896 GV1896.The modeled gravity was interpolated from observed gravity values. GV1896 GV1896; North East Units Scale Converg. GV1896;SPC VA S - 1,076,948.725 3,598,539.211 MT 0.99996352 +0 40 19.6 GV1896;UTM 18 - 4,099,936.101 287,160.027 MT 1.00015809 -1 26 28.1 GV1896 GV1896: Primary Azimuth Mark Grid Az GV1896:SPC VA S - STAR 179 40 35.1 GV1896:UTM 18 - STAR 181 47 22.8 GV1896 GV1896|---------------------------------------------------------------------| GV1896| PID Reference Object Distance Geod. Az | GV1896| dddmmss.s | GV1896| FX1070 STAR APPROX. 4.9 KM 1802054.7 | GV1896| GV1897 BLUE RM 1 7.803 METERS 18157 | GV1896| GV1895 BLUE RM 2 7.050 METERS 26707 | GV1896|---------------------------------------------------------------------| GV1896 GV1896 SUPERSEDED SURVEY CONTROL GV1896 GV1896 NAD 83(1986)- 37 01 17.47175(N) 077 23 33.32535(W) AD( ) 2 GV1896 NAD 27 - 37 01 16.92760(N) 077 23 34.39880(W) AD( ) 2 GV1896 NGVD 29 - 38.042 (m) 124.81 (f) ADJUSTED 2 0 GV1896 GV1896.Superseded values are not recommended for survey control. GV1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1896.See file dsdata.txt to determine how the superseded data were derived. GV1896 GV1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8716099936(NAD 83) GV1896_MARKER: DS = TRIANGULATION STATION DISK GV1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1896_STAMPING: BLUE 1959 GV1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1896+STABILITY: SURFACE MOTION GV1896 GV1896 HISTORY - Date Condition Report By GV1896 HISTORY - 1959 MONUMENTED CGS GV1896 HISTORY - 1959 GOOD CGS GV1896 HISTORY - 1961 GOOD CGS GV1896 HISTORY - 1965 GOOD CGS GV1896 HISTORY - 1977 GOOD NGS GV1896 HISTORY - 1978 GOOD NGS GV1896 HISTORY - 19980609 GOOD USPSQD GV1896 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1896 GV1896 STATION DESCRIPTION GV1896 GV1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC) GV1896'STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 301, GV1896'14 MILES SOUTH OF PETERSBURG AND 1.1 MILES SOUTH OF CARSON. GV1896' GV1896'STATION, STAMPED BLUE 1959, IS SET FLUSH WITH THE SURFACE GV1896'OF THE GROUND. IT IS 53 FEET SOUTHEAST OF A STUCKEYS BILL GV1896'BOARD, 38 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND GV1896'LANE OF U.S. HIGHWAY 301, 34 FEET SOUTHEAST OF A TRIANGULAR GV1896'BLAZED OAK TREE, 22 FEET EAST OF A C AND GS SIGN AND ABOUT GV1896'5 FEET ABOVE THE ELEVATION OF THE ROAD. GV1896' GV1896'R.M. 1, STAMPED BLUE NO 1 1959, IS SET FLUSH WITH THE SURFACE GV1896'OF THE GROUND. IT IS 38 FEET WEST OF THE CENTERLINE OF THE GV1896'SOUTH BOUND LANE OF U.S. HIGHWAY 301, 30 FEET SOUTHEAST OF GV1896'A C AND GS SIGN, ABOUT THE SAME ELEVATION AS THE STATION GV1896'AND ABOUT 5 FEET ABOVE THE ELEVATION OF THE ROAD. GV1896' GV1896'R.M. 2, STAMPED BLUE NO 2 1959, PROJECTS ABOUT 3 INCHES. GV1896'IT IS 61 FEET WEST OF THE CENTERLINE OF THE SOUTH BOUND GV1896'LANE OF U.S. HIGHWAY 301, 33 FEET SOUTH OF A TRIANGULAR GV1896'BLAZED OAK TREE, 3.0 FEET NORTH-NORTHWEST OF A C AND GS GV1896'SIGN AND ABOUT THE SAME ELEVATION AS THE STATION. GV1896' GV1896'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 GV1896'AND STATE HIGHWAY 35, (THIS IS 8.45 MILES SOUTH ON U.S. GV1896'HIGHWAY 301 FROM THE U.S. POST OFFICE IN PETERSBURG, WALNUT GV1896'HILL STA.) GO SOUTH ON U.S. HIGHWAY 301 FOR 4.8 MILES TO GV1896'THE STATION ON THE RIGHT, WEST SIDE OF THE ROAD. GV1896' GV1896'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS. GV1896 GV1896 STATION RECOVERY (1959) GV1896 GV1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 GV1896'1 MI S FROM CARSON. GV1896'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE POST GV1896'OFFICE AT CARSON, 38 1/2 FEET WEST OF CENTER LINE OF SOUTH GV1896'BOUND LANE OF HIGHWAY, 35 FEET SOUTH-SOUTHEAST OF A TRIANGULAR GV1896'BLAZED 10-INCH OAK TREE, 26 FEET NORTH OF RM NO. 1, 23 1/2 GV1896'FEET EAST OF RM NO. 2, 22 FEET EAST OF A STEEL WITNESS POST, GV1896'ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP GV1896'OF A CONCRETE POST ABOUT FLUSH WITH GROUND. GV1896 GV1896 STATION RECOVERY (1961) GV1896 GV1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE) GV1896'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND GV1896'IN GOOD CONDITION. GV1896 GV1896 STATION RECOVERY (1965) GV1896 GV1896'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB) GV1896'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND GV1896'TO BE IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE GV1896'EXCEPT THAT THE STUCKEYS BILL BOARD IS GONE. GV1896 GV1896 STATION RECOVERY (1977) GV1896 GV1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 GV1896'RECOVERED IN GOOD CONDITION. GV1896 GV1896 STATION RECOVERY (1978) GV1896 GV1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) GV1896'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD GV1896'CONDITION. THE DISTANCES TO THE REFERENCE MARKS AND THE ANGLE BETWEEN GV1896'CHECKED WITH THE 1959 DESCRIPTION. GV1896' GV1896'A COMPLETE NEW DESCRIPTION FOLLOWS. GV1896' GV1896'THE STATION IS ABOUT 14 MILES SOUTH OF PETERSBURG, 5.5 MILES NORTH GV1896'OF STONY CREEK AND 1 MILE SOUTH OF CARSON ON THE ROAD RIGHT OF WAY. GV1896' GV1896'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE 95 AND GV1896'STATE HIGHWAY 40 IN STONY CREEK, GO NORTH ON THE WEST ACCESS ROAD GV1896'OF I-95 FOR 5.4 MILES TO THE STATION ON THE LEFT ON A CUT BANK. GV1896' GV1896'STATION MARKS ARE STANDARD DISK STAMPED---BLUE 1959---THE GV1896'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT GV1896'IS FLUSH WITH THE GROUND. THE DEPTH OF THE UNDERGROUND MARK IS GV1896'UNKNOWN. THEY ARE 38 FEET WEST OF THE CENTERLINE OF THE ACCESS ROAD, GV1896'28.7 FEET NORTHEAST OF POWERLINE POLE 84, 22.3 FEET EAST OF A METAL GV1896'WITNESS POST AND ABOUT 5 FEET ABOVE THE ELEVATION OF THE ACCESS ROAD. GV1896' GV1896'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---BLUE NO 1 1959--- GV1896'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH GV1896'THE GROUND. IT IS 39.5 FEET WEST OF THE CENTERLINE OF THE ACCESS GV1896'ROAD, 30.4 FEET SOUTHEAST OF THE WITNESS POST AND 19 FEET GV1896'EAST-SOUTHEAST OF POWERLINE POLE 84. GV1896' GV1896'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BLUE NO 2 1959---SET GV1896'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GV1896'GROUND. IT IS 61 FEET WEST OF THE CENTERLINE OF THE ACCESS ROAD, GV1896'20 FEET NORTH-NORTHWEST OF POWERLINE POLE 84 AND 3 FEET GV1896'NORTH-NORTHEAST OF THE WITNESS POST. GV1896 GV1896 STATION RECOVERY (1998) GV1896 GV1896'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1896'RECOVERED IN GOOD CONDITION. GV1896 GV1896 STATION RECOVERY (2003) GV1896 GV1896'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1896'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1897 *********************************************************************** GV1897 DESIGNATION - BLUE RM 1 GV1897 PID - GV1897 GV1897 STATE/COUNTY- VA/PRINCE GEORGE GV1897 USGS QUAD - CARSON (1987) GV1897 GV1897 *CURRENT SURVEY CONTROL GV1897 ___________________________________________________________________ GV1897* NAD 83(1986)- 37 01 17. (N) 077 23 33. (W) SCALED GV1897* NAVD 88 - 37.640 (meters) 123.49 (feet) ADJUSTED GV1897 ___________________________________________________________________ GV1897 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1897 DYNAMIC HT - 37.613 (meters) 123.40 (feet) COMP GV1897 MODELED GRAV- 979,898.3 (mgal) NAVD 88 GV1897 GV1897 VERT ORDER - SECOND CLASS 0 GV1897 GV1897.The horizontal coordinates were scaled from a topographic map and have GV1897.an estimated accuracy of +/- 6 seconds. GV1897 GV1897.The orthometric height was determined by differential leveling GV1897.and adjusted by the National Geodetic Survey in June 1991. GV1897 GV1897.The geoid height was determined by GEOID99. GV1897 GV1897.The dynamic height is computed by dividing the NAVD 88 GV1897.geopotential number by the normal gravity value computed on the GV1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1897.degrees latitude (g = 980.6199 gals.). GV1897 GV1897.The modeled gravity was interpolated from observed gravity values. GV1897 GV1897; North East Units Estimated Accuracy GV1897;SPC VA S - 1,076,930. 3,598,550. MT (+/- 180 meters Scaled) GV1897 GV1897 SUPERSEDED SURVEY CONTROL GV1897 GV1897 NGVD 29 - 38.002 (m) 124.68 (f) ADJUSTED 2 0 GV1897 GV1897.Superseded values are not recommended for survey control. GV1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1897.See file dsdata.txt to determine how the superseded data were derived. GV1897 GV1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF871999(NAD 83) GV1897_MARKER: DR = REFERENCE MARK DISK GV1897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1897_STAMPING: BLUE NO 1 1959 GV1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1897+STABILITY: SURFACE MOTION GV1897 GV1897 HISTORY - Date Condition Report By GV1897 HISTORY - 1959 MONUMENTED CGS GV1897 HISTORY - 1977 GOOD NGS GV1897 HISTORY - 19980609 GOOD USPSQD GV1897 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1897 GV1897 STATION DESCRIPTION GV1897 GV1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1897'1 MI S FROM CARSON. GV1897'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE GV1897'POST OFFICE AT CARSON, 39 FEET WEST OF CENTER LINE OF SOUTH GV1897'BOUND LANE OF HIGHWAY, 26 FEET SOUTH OF STATION MARK, 33.8 FEET GV1897'SOUTHEAST OF RM NO. 2, ABOUT 3 1/2 FEET ABOVE LEVEL OF HIGHWAY GV1897'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND. GV1897 GV1897 STATION RECOVERY (1977) GV1897 GV1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 GV1897'RECOVERED IN GOOD CONDITION. GV1897 GV1897 STATION RECOVERY (1998) GV1897 GV1897'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1897'RECOVERED IN GOOD CONDITION. GV1897 GV1897 STATION RECOVERY (2003) GV1897 GV1897'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1897'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1895 *********************************************************************** GV1895 DESIGNATION - BLUE RM 2 GV1895 PID - GV1895 GV1895 STATE/COUNTY- VA/PRINCE GEORGE GV1895 USGS QUAD - CARSON (1987) GV1895 GV1895 *CURRENT SURVEY CONTROL GV1895 ___________________________________________________________________ GV1895* NAD 83(1986)- 37 01 17. (N) 077 23 33. (W) SCALED GV1895* NAVD 88 - 38.038 (meters) 124.80 (feet) ADJUSTED GV1895 ___________________________________________________________________ GV1895 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1895 DYNAMIC HT - 38.010 (meters) 124.70 (feet) COMP GV1895 MODELED GRAV- 979,898.3 (mgal) NAVD 88 GV1895 GV1895 VERT ORDER - SECOND CLASS 0 GV1895 GV1895.The horizontal coordinates were scaled from a topographic map and have GV1895.an estimated accuracy of +/- 6 seconds. GV1895 GV1895.The orthometric height was determined by differential leveling GV1895.and adjusted by the National Geodetic Survey in June 1991. GV1895 GV1895.The geoid height was determined by GEOID99. GV1895 GV1895.The dynamic height is computed by dividing the NAVD 88 GV1895.geopotential number by the normal gravity value computed on the GV1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1895.degrees latitude (g = 980.6199 gals.). GV1895 GV1895.The modeled gravity was interpolated from observed gravity values. GV1895 GV1895; North East Units Estimated Accuracy GV1895;SPC VA S - 1,076,930. 3,598,550. MT (+/- 180 meters Scaled) GV1895 GV1895 SUPERSEDED SURVEY CONTROL GV1895 GV1895 NGVD 29 - 38.400 (m) 125.98 (f) ADJUSTED 2 0 GV1895 GV1895.Superseded values are not recommended for survey control. GV1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1895.See file dsdata.txt to determine how the superseded data were derived. GV1895 GV1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF871999(NAD 83) GV1895_MARKER: DR = REFERENCE MARK DISK GV1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1895_STAMPING: BLUE NO 2 1959 GV1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1895+STABILITY: SURFACE MOTION GV1895 GV1895 HISTORY - Date Condition Report By GV1895 HISTORY - 1959 MONUMENTED CGS GV1895 HISTORY - 1977 GOOD NGS GV1895 HISTORY - 19980609 GOOD USPSQD GV1895 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1895 GV1895 STATION DESCRIPTION GV1895 GV1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1895'1 MI S FROM CARSON. GV1895'ABOUT 1.05 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE POST GV1895'OFFICE AT CARSON, 61 1/2 FEET WEST OF CENTER LINE OF SOUTH GV1895'BOUND LANE OF HIGHWAY, 33 FEET SOUTH-SOUTHWEST OF A TRIANGULATION GV1895'STATION BLAZED 10-INCH OAK TREE, 23 1/2 FEET WEST OF STATION GV1895'MARK, 33.8 FEET NORTHWEST OF RM NO. 1, 3 FEET NORTH-NORTHWEST GV1895'OF A STEEL WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF HIGHWAY GV1895'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. GV1895 GV1895 STATION RECOVERY (1977) GV1895 GV1895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 GV1895'RECOVERED IN GOOD CONDITION. GV1895 GV1895 STATION RECOVERY (1998) GV1895 GV1895'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1895'RECOVERED IN GOOD CONDITION. GV1895 GV1895 STATION RECOVERY (2003) GV1895 GV1895'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1895'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1871 *********************************************************************** GV1871 DESIGNATION - BREAST GV1871 PID - GV1871 GV1871 STATE/COUNTY- VA/PRINCE GEORGE GV1871 USGS QUAD - PRINCE GEORGE (1994) GV1871 GV1871 *CURRENT SURVEY CONTROL GV1871 ___________________________________________________________________ GV1871* NAD 83(1993)- 37 10 33.84030(N) 077 20 55.52617(W) ADJUSTED GV1871* NAVD 88 - 48.395 (meters) 158.78 (feet) ADJUSTED GV1871 ___________________________________________________________________ GV1871 LAPLACE CORR- -1.43 (seconds) DEFLEC99 GV1871 GEOID HEIGHT- -33.77 (meters) GEOID99 GV1871 DYNAMIC HT - 48.360 (meters) 158.66 (feet) COMP GV1871 MODELED GRAV- 979,902.8 (mgal) NAVD 88 GV1871 GV1871 HORZ ORDER - SECOND GV1871 VERT ORDER - SECOND CLASS 0 GV1871 GV1871.The horizontal coordinates were established by classical geodetic methods GV1871.and adjusted by the National Geodetic Survey in September 1995. GV1871 GV1871.The orthometric height was determined by differential leveling GV1871.and adjusted by the National Geodetic Survey in June 1991. GV1871 GV1871.The Laplace correction was computed from DEFLEC99 derived deflections. GV1871 GV1871.The geoid height was determined by GEOID99. GV1871 GV1871.The dynamic height is computed by dividing the NAVD 88 GV1871.geopotential number by the normal gravity value computed on the GV1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1871.degrees latitude (g = 980.6199 gals.). GV1871 GV1871.The modeled gravity was interpolated from observed gravity values. GV1871 GV1871; North East Units Scale Converg. GV1871;SPC VA S - 1,094,145.091 3,602,229.730 MT 0.99995095 +0 41 55.4 GV1871;UTM 18 - 4,116,987.726 291,483.762 MT 1.00013563 -1 25 11.2 GV1871 GV1871: Primary Azimuth Mark Grid Az GV1871:SPC VA S - BREAST AZ MK 261 48 58.4 GV1871:UTM 18 - BREAST AZ MK 263 56 05.0 GV1871 GV1871|---------------------------------------------------------------------| GV1871| PID Reference Object Distance Geod. Az | GV1871| dddmmss.s | GV1871| GV1870 BREAST RM 1 19.246 METERS 06426 | GV1871| GV5419 PETERSBURG TNG SCH AND HOSP TK APPROX. 4.5 KM 2423413.0 | GV1871| GV1872 BREAST AZ MK 2623053.8 | GV1871| GV5420 PETERSBURG WALNUT HILL MUN TK APPROX. 3.8 KM 3144552.6 | GV1871| GV1869 BREAST RM 2 28.893 METERS 32742 | GV1871|---------------------------------------------------------------------| GV1871 GV1871 SUPERSEDED SURVEY CONTROL GV1871 GV1871 NAD 83(1986)- 37 10 33.84727(N) 077 20 55.54540(W) AD( ) 2 GV1871 NAD 27 - 37 10 33.31020(N) 077 20 56.62010(W) AD( ) 2 GV1871 NGVD 29 - 48.735 (m) 159.89 (f) ADJUSTED 2 0 GV1871 GV1871.Superseded values are not recommended for survey control. GV1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1871.See file dsdata.txt to determine how the superseded data were derived. GV1871 GV1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9148416988(NAD 83) GV1871_MARKER: DS = TRIANGULATION STATION DISK GV1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1871_STAMPING: BREAST 1959 GV1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1871+STABILITY: SURFACE MOTION GV1871 GV1871 HISTORY - Date Condition Report By GV1871 HISTORY - 1959 MONUMENTED CGS GV1871 HISTORY - 1959 GOOD CGS GV1871 HISTORY - 1965 GOOD CGS GV1871 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1871 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1871 GV1871 STATION DESCRIPTION GV1871 GV1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC) GV1871'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF PETERSBURG, GV1871'NEAR THE INTERSECTION OF THE NEW INTERSTATE HIGHWAY 95 AND GV1871'COUNTY ROUTE 629 AND ON PROPERTY OWNED BY MR. J.H. BURKS. GV1871'IT IS 31 FEET SOUTH OF THE CENTER LINE OF COUNTY ROUTE 629, 51 GV1871'FEET SOUTHWEST OF A HIGH-LINE POLE NO. 8 AND 1.8 FEET SOUTHWEST GV1871'OF A METAL WITNESS POST. THE MARK IS ABOUT 14 INCHES BELOW GV1871'THE SURFACE OF THE GROUND AND THE DISK IS STAMPED BREAST 1959. GV1871' GV1871'REFERENCE MARK NO. 1 IS 12 FEET EAST OF A HIGH-LINE POLE GV1871'NO. 2, 19 FEET SOUTH OF THE CENTER LINE OF COUNTY ROUTE 629, 49 GV1871'FEET SOUTH SOUTHWEST OF A UTILITY POLE NO. 12 AND IS ABOUT THE GV1871'SAME ELEVATION AS THE STATION MARK. THE MARK PROJECTS ABOUT 2 GV1871'INCHES AND THE DISK IS STAMPED BREAST NO 1 1959. GV1871' GV1871'REFERENCE MARK NO. 2 IS 7 FEET SOUTH OF A DRAINAGE DITCH, GV1871'56 FEET NORTH OF THE CENTER LINE OF COUNTY ROUTE 629 AND IS GV1871'ABOUT THE SAME ELEVATION AS THE STATION MARK. THE MARK GV1871'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BREAST NO 2 1959. GV1871' GV1871'AZIMUTH MARK IS 1 FOOT SOUTHWEST OF A METAL WITNESS POST, 6 GV1871'FEET EAST OF A UTILITY POLE NO. 2, 23 FEET SOUTH SOUTHWEST OF THE GV1871'CENTER LINE OF COUNTY ROUTE 629 AND 67 FEET SOUTH SOUTHEAST OF GV1871'THE SOUTHEAST CORNER OF A FARM HOUSE. THE MARK IS SET FLUSH GV1871'WITH THE GROUND AND THE DISK IS STAMPED BREAST 1959. GV1871' GV1871'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS GV1871'460 AND 301, GO SOUTHWEST ON U.S. HIGHWAY 301 FOR 3.1 MILES GV1871'TO A SIDE ROAD LEFT. TURN LEFT ON COUNTY ROUTE 629 AND GO GV1871'EASTERLY FOR 0.1 MILE TO AZIMUTH MARK ON RIGHT. CONTINUE STRAIGHT GV1871'AHEAD ON COUNTY ROUTE 629 FOR 0.5 MILE TO STATION ON RIGHT OR GV1871'SOUTH SIDE OF ROAD. GV1871' GV1871'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS. GV1871 GV1871 STATION RECOVERY (1959) GV1871 GV1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 GV1871'5.9 MI SE FROM PETERSBURG. GV1871'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE NORFOLK GV1871'AND WESTERN RAILWAY STATION AT PETERSBURG, THENCE ABOUT 0.7 GV1871'MILE EAST ALONG COUNTY ROAD 632, THENCE ABOUT 1.05 MILE SOUTH GV1871'ALONG INTERSTATE HIGHWAY 95, ABOUT 0.1 MILE EAST OF THE INTERSECTION GV1871'OF COUNTY ROAD 629, 32 FEET SOUTH OF THE CENTER LINE OF ROAD 629, GV1871'52 1/2 FEET WEST-SOUTHWEST OF POWER LINE POLE 8, 95 FEET GV1871'SOUTHEAST OF AND ACROSS THE ROAD FROM R M 2, 63 FEET SOUTHWEST GV1871'OF R M 1, 2 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT 1 1/2 GV1871'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A GV1871'CONCRETE POST 14 INCHES BELOW THE SURFACE OF THE GROUND. GV1871 GV1871 STATION RECOVERY (1965) GV1871 GV1871'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB) GV1871'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO GV1871'BE IN GOOD CONDITION. REFERENCE MARK NO. 1 APPEARS TO HAVE GV1871'BEEN STRUCK AND IS LEANING SLIGHTLY BUT IS FIRM IN THE GROUND. GV1871'THE AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND DUE TO GV1871'THE CONSTRUCTION OF OVERPASS OF COUNTY ROUTE 629 OVER INTERSTATE GV1871'95. ORIGINAL DESCRIPTION IS ADEQUATE. GV1871 GV1871 STATION RECOVERY (1998) GV1871 GV1871'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1871'MARK NOT FOUND. GV1871 GV1871 STATION RECOVERY (2003) GV1871 GV1871'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1871' GV1871' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1872 *********************************************************************** GV1872 DESIGNATION - BREAST AZ MK GV1872 PID - GV1872 GV1872 STATE/COUNTY- VA/PRINCE GEORGE GV1872 USGS QUAD - PRINCE GEORGE (1994) GV1872 GV1872 *CURRENT SURVEY CONTROL GV1872 ___________________________________________________________________ GV1872* NAD 83(1986)- 37 10 30. (N) 077 21 37. (W) SCALED GV1872* NAVD 88 - 49.560 (meters) 162.60 (feet) ADJUSTED GV1872 ___________________________________________________________________ GV1872 GEOID HEIGHT- -33.77 (meters) GEOID99 GV1872 DYNAMIC HT - 49.524 (meters) 162.48 (feet) COMP GV1872 MODELED GRAV- 979,900.5 (mgal) NAVD 88 GV1872 GV1872 VERT ORDER - SECOND CLASS 0 GV1872 GV1872.The horizontal coordinates were scaled from a topographic map and have GV1872.an estimated accuracy of +/- 6 seconds. GV1872 GV1872.The orthometric height was determined by differential leveling GV1872.and adjusted by the National Geodetic Survey in June 1991. GV1872 GV1872.The geoid height was determined by GEOID99. GV1872 GV1872.The dynamic height is computed by dividing the NAVD 88 GV1872.geopotential number by the normal gravity value computed on the GV1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1872.degrees latitude (g = 980.6199 gals.). GV1872 GV1872.The modeled gravity was interpolated from observed gravity values. GV1872 GV1872; North East Units Estimated Accuracy GV1872;SPC VA S - 1,094,010. 3,601,210. MT (+/- 180 meters Scaled) GV1872 GV1872 SUPERSEDED SURVEY CONTROL GV1872 GV1872 NGVD 29 - 49.900 (m) 163.71 (f) ADJUSTED 2 0 GV1872 GV1872.Superseded values are not recommended for survey control. GV1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1872.See file dsdata.txt to determine how the superseded data were derived. GV1872 GV1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG904168(NAD 83) GV1872_MARKER: DZ = AZIMUTH MARK DISK GV1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1872_STAMPING: BREAST 1959 GV1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1872+STABILITY: SURFACE MOTION GV1872 GV1872 HISTORY - Date Condition Report By GV1872 HISTORY - 1959 MONUMENTED CGS GV1872 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1872 HISTORY - 20020130 GOOD VADOT GV1872 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1872 GV1872 STATION DESCRIPTION GV1872 GV1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1872'6.4 MI SE FROM PETERSBURG. GV1872'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM NORFOLK AND GV1872'WESTERN RAILWAY STATION AT PETERSBURG, THENCE ABOUT 0.7 MILE GV1872'EAST ALONG CLUNTY ROAD 632, THENCE ABOUT 1.05 MILES SOUTH ALONG GV1872'INTERSTATE HIGHWAY 95, THENCE ABOUT 0.45 MILE WEST ALONG COUNTY GV1872'ROAD 629, ABOUT 0.15 MILE EAST OF THE JUNCTION OF U.S. HIGHWAY GV1872'301, 25 FEET SOUTH OF THE CENTER LINE OF ROAD 629, 40 1/2 GV1872'FEET SOUTH OF AND ACROSS THE ROAD FROM TELEPHONE POLE 3, 150 GV1872'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK GV1872'RESIDENCE, 1 1/2 FEE SOUTH-SOUTHWEST OF A STEEL WITNESS POST, GV1872'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST GV1872'FLUSH WITH THE GROUND. GV1872 GV1872 STATION RECOVERY (1998) GV1872 GV1872'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1872'MARK NOT FOUND. GV1872 GV1872 STATION RECOVERY (2002) GV1872 GV1872'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2002 (DSH) GV1872'STATION IS 0.3 MILES WEST OF I-95 ALONG RTE 629 (RIVES RD.), 0.1 GV1872'MILES EAST OF THE INTRESECTION OF ROUTE 301 (SOUTH CRATER ROAD) AND GV1872'ROUTE 629 (RIVES ROAD), 24.3' SOUTH OF CENTER OF ROUTE 629, 41' SOUTH GV1872'OF TELEPHONE POLE NUMBER 3 AND 5.6' EAST OF POWER POLE NUMBER JG7051. GV1872 GV1872 STATION RECOVERY (2003) GV1872 GV1872'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1872' GV1872' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1870 *********************************************************************** GV1870 DESIGNATION - BREAST RM 1 GV1870 PID - GV1870 GV1870 STATE/COUNTY- VA/PRINCE GEORGE GV1870 USGS QUAD - PRINCE GEORGE (1994) GV1870 GV1870 *CURRENT SURVEY CONTROL GV1870 ___________________________________________________________________ GV1870* NAD 83(1986)- 37 10 34. (N) 077 20 55. (W) SCALED GV1870* NAVD 88 - 48.935 (meters) 160.55 (feet) ADJUSTED GV1870 ___________________________________________________________________ GV1870 GEOID HEIGHT- -33.77 (meters) GEOID99 GV1870 DYNAMIC HT - 48.899 (meters) 160.43 (feet) COMP GV1870 MODELED GRAV- 979,902.8 (mgal) NAVD 88 GV1870 GV1870 VERT ORDER - SECOND CLASS 0 GV1870 GV1870.The horizontal coordinates were scaled from a topographic map and have GV1870.an estimated accuracy of +/- 6 seconds. GV1870 GV1870.The orthometric height was determined by differential leveling GV1870.and adjusted by the National Geodetic Survey in June 1991. GV1870 GV1870.The geoid height was determined by GEOID99. GV1870 GV1870.The dynamic height is computed by dividing the NAVD 88 GV1870.geopotential number by the normal gravity value computed on the GV1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1870.degrees latitude (g = 980.6199 gals.). GV1870 GV1870.The modeled gravity was interpolated from observed gravity values. GV1870 GV1870; North East Units Estimated Accuracy GV1870;SPC VA S - 1,094,150. 3,602,240. MT (+/- 180 meters Scaled) GV1870 GV1870 SUPERSEDED SURVEY CONTROL GV1870 GV1870 NGVD 29 - 49.275 (m) 161.66 (f) ADJUSTED 2 0 GV1870 GV1870.Superseded values are not recommended for survey control. GV1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1870.See file dsdata.txt to determine how the superseded data were derived. GV1870 GV1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG914169(NAD 83) GV1870_MARKER: DR = REFERENCE MARK DISK GV1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1870_STAMPING: BREAST NO 1 1959 GV1870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1870+STABILITY: SURFACE MOTION GV1870 GV1870 HISTORY - Date Condition Report By GV1870 HISTORY - 1959 MONUMENTED CGS GV1870 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1870 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1870 GV1870 STATION DESCRIPTION GV1870 GV1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1870'5.9 MI SE FROM PETERSBURG. GV1870'63 FEET NORTHEAST OF BREAST DESCRIBED, 120 FEET SOUTHEAST OF GV1870'AND ACROSS COUNTY ROAD 629 FROM R M 2, 18 FEET SOUTH OF THE GV1870'CENTER LINE OF ROAD 629, 11 FEET EAST OF POWER LINE POLE 8, GV1870'ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST GV1870'PROJECTING 1 INCH. GV1870 GV1870 STATION RECOVERY (1998) GV1870 GV1870'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1870'MARK NOT FOUND. GV1870 GV1870 STATION RECOVERY (2003) GV1870 GV1870'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1870' GV1870' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1869 *********************************************************************** GV1869 DESIGNATION - BREAST RM 2 GV1869 PID - GV1869 GV1869 STATE/COUNTY- VA/PRINCE GEORGE GV1869 USGS QUAD - PRINCE GEORGE (1994) GV1869 GV1869 *CURRENT SURVEY CONTROL GV1869 ___________________________________________________________________ GV1869* NAD 83(1986)- 37 10 34. (N) 077 20 55. (W) SCALED GV1869* NAVD 88 - 49.176 (meters) 161.34 (feet) ADJUSTED GV1869 ___________________________________________________________________ GV1869 GEOID HEIGHT- -33.77 (meters) GEOID99 GV1869 DYNAMIC HT - 49.140 (meters) 161.22 (feet) COMP GV1869 MODELED GRAV- 979,902.8 (mgal) NAVD 88 GV1869 GV1869 VERT ORDER - SECOND CLASS 0 GV1869 GV1869.The horizontal coordinates were scaled from a topographic map and have GV1869.an estimated accuracy of +/- 6 seconds. GV1869 GV1869.The orthometric height was determined by differential leveling GV1869.and adjusted by the National Geodetic Survey in June 1991. GV1869 GV1869.The geoid height was determined by GEOID99. GV1869 GV1869.The dynamic height is computed by dividing the NAVD 88 GV1869.geopotential number by the normal gravity value computed on the GV1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1869.degrees latitude (g = 980.6199 gals.). GV1869 GV1869.The modeled gravity was interpolated from observed gravity values. GV1869 GV1869; North East Units Estimated Accuracy GV1869;SPC VA S - 1,094,150. 3,602,240. MT (+/- 180 meters Scaled) GV1869 GV1869 SUPERSEDED SURVEY CONTROL GV1869 GV1869 NGVD 29 - 49.516 (m) 162.45 (f) ADJUSTED 2 0 GV1869 GV1869.Superseded values are not recommended for survey control. GV1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1869.See file dsdata.txt to determine how the superseded data were derived. GV1869 GV1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG914169(NAD 83) GV1869_MARKER: DR = REFERENCE MARK DISK GV1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1869_STAMPING: BREAST NO 2 1959 GV1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1869+STABILITY: SURFACE MOTION GV1869 GV1869 HISTORY - Date Condition Report By GV1869 HISTORY - 1959 MONUMENTED CGS GV1869 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1869 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1869 GV1869 STATION DESCRIPTION GV1869 GV1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1869'5.9 MI SE FROM PETERSBURG. GV1869'95 FEET NORTHWEST OF AND ACROSS COUNTY ROAD 629 FROM BREAST GV1869'DESCRIBED, 120 FEET NORTHWEST OF AND ACROSS THE ROAD FROM R M 1, GV1869'63 FEET NORTH OF THE CENTER LINE OF ROAD 629, 10 FEET GV1869'WEST-SOUTHWEST OF A 12-INCH GUM TREE AND IS LOCATED N THE GV1869'SOUTH EDGE OF OLD BREAST WORKS, 1 1/2 FEET ABOVE THE LEVEL OF GV1869'THE ROAD, AND SET IN TOP OF A CONCRETE POST PROJECTING 2 NCHES. GV1869 GV1869 STATION RECOVERY (1998) GV1869 GV1869'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1869'MARK NOT FOUND. GV1869 GV1869 STATION RECOVERY (2003) GV1869 GV1869'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1869' GV1869' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV2086 *********************************************************************** GV2086 DESIGNATION - C 381 GV2086 PID - GV2086 GV2086 STATE/COUNTY- VA/PRINCE GEORGE GV2086 USGS QUAD - PRINCE GEORGE (1994) GV2086 GV2086 *CURRENT SURVEY CONTROL GV2086 ___________________________________________________________________ GV2086* NAD 83(1986)- 37 08 50. (N) 077 20 13. (W) SCALED GV2086* NAVD 88 - 46.418 (meters) 152.29 (feet) ADJUSTED GV2086 ___________________________________________________________________ GV2086 GEOID HEIGHT- -33.83 (meters) GEOID99 GV2086 DYNAMIC HT - 46.384 (meters) 152.18 (feet) COMP GV2086 MODELED GRAV- 979,902.0 (mgal) NAVD 88 GV2086 GV2086 VERT ORDER - SECOND CLASS 0 GV2086 GV2086.The horizontal coordinates were scaled from a topographic map and have GV2086.an estimated accuracy of +/- 6 seconds. GV2086 GV2086.The orthometric height was determined by differential leveling GV2086.and adjusted by the National Geodetic Survey in June 1991. GV2086 GV2086.The geoid height was determined by GEOID99. GV2086 GV2086.The dynamic height is computed by dividing the NAVD 88 GV2086.geopotential number by the normal gravity value computed on the GV2086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV2086.degrees latitude (g = 980.6199 gals.). GV2086 GV2086.The modeled gravity was interpolated from observed gravity values. GV2086 GV2086; North East Units Estimated Accuracy GV2086;SPC VA S - 1,090,960. 3,603,320. MT (+/- 180 meters Scaled) GV2086 GV2086 SUPERSEDED SURVEY CONTROL GV2086 GV2086 NGVD 29 - 46.754 (m) 153.39 (f) ADJUSTED 2 0 GV2086 GV2086.Superseded values are not recommended for survey control. GV2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV2086.See file dsdata.txt to determine how the superseded data were derived. GV2086 GV2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG924137(NAD 83) GV2086_MARKER: DB = BENCH MARK DISK GV2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV2086_STAMPING: C 381 1959 GV2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV2086+STABILITY: SURFACE MOTION GV2086 GV2086 HISTORY - Date Condition Report By GV2086 HISTORY - 1959 MONUMENTED CGS GV2086 HISTORY - 19980427 GOOD USPSQD GV2086 HISTORY - 20030302 MARK NOT FOUND USPSQD GV2086 GV2086 STATION DESCRIPTION GV2086 GV2086'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV2086'10 MI NE FROM CARSON. GV2086'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE SCHOOL GV2086'AT CARSON, THENCE ABOUT 4.8 MILES NORTH ALONG INTERSTATE HIGHWAY GV2086'95, THENCE ABOUT 1.05 MILES SOUTHEAST ALONG COUNTY ROAD 626, GV2086'ABOUT 0.35 MILE SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 649 GV2086'LEADING NORTHEAST, 25 FEET WEST OF THE CENTER LINE OF ROAD 626, GV2086'16 FEET NORTH OF A FENCE CORNER, 153 FEET SOUTHEAST OF CORNER OF GV2086'PORCH OF HOUSE, 1/2 FOOT WEST OF FENCE LINE, 2 FEET NORTH OF A GV2086'STEEL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP GV2086'OF A CONCRETE POST FLUSH WITH THE GROUND. THIS MARK CAN BE GV2086'REACHED BY GOING ABOUT 4.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 301 GV2086'FROM THE NORFOLK AND WESTERN RAILWAY STATION AT PETERSBURG, THENCE GV2086'ABOUT 0.7 MILE EAST ALONG COUNTY ROAD 632, THENCE ABOUT 2.7 MILES GV2086'SOUTH ALONG INTERSTATE HIGHWAY 95, THENCE ABOUT 1.05 MILES SOUTHEAST GV2086'ALONG COUNTY ROAD 626. GV2086 GV2086 STATION RECOVERY (1998) GV2086 GV2086'RECOVERY NOTE BY US POWER SQUADRON 1998 GV2086'RECOVERED IN GOOD CONDITION. GV2086 GV2086 STATION RECOVERY (2003) GV2086 GV2086'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV2086'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1923 *********************************************************************** GV1923 DESIGNATION - CARSON GV1923 PID - GV1923 GV1923 STATE/COUNTY- VA/PRINCE GEORGE GV1923 USGS QUAD - CARSON (1987) GV1923 GV1923 *CURRENT SURVEY CONTROL GV1923 ___________________________________________________________________ GV1923* NAD 83(1993)- 37 03 45.42797(N) 077 23 25.85974(W) ADJUSTED GV1923* NAVD 88 - 47.701 (meters) 156.50 (feet) POSTED GV1923 ___________________________________________________________________ GV1923 LAPLACE CORR- -2.80 (seconds) DEFLEC99 GV1923 GEOID HEIGHT- -33.86 (meters) GEOID99 GV1923 DYNAMIC HT - 47.670 (meters) 156.40 (feet) COMP GV1923 MODELED GRAV- 979,892.0 (mgal) NAVD 88 GV1923 GV1923 HORZ ORDER - SECOND GV1923 VERT ORDER - * POSTED, Code B , SEE BELOW GV1923 GV1923.The horizontal coordinates were established by classical geodetic methods GV1923.and adjusted by the National Geodetic Survey in September 1995. GV1923 GV1923.The orthometric height was determined by differential leveling GV1923.and adjusted by the National Geodetic Survey in 1992. GV1923.* This is a POSTED BENCH MARK height. Code B indicates a distribution GV1923.rate of 1.1 thru 2.0 mm/km. GV1923 GV1923.The Laplace correction was computed from DEFLEC99 derived deflections. GV1923 GV1923.The geoid height was determined by GEOID99. GV1923 GV1923.The dynamic height is computed by dividing the NAVD 88 GV1923.geopotential number by the normal gravity value computed on the GV1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1923.degrees latitude (g = 980.6199 gals.). GV1923 GV1923.The modeled gravity was interpolated from observed gravity values. GV1923 GV1923; North East Units Scale Converg. GV1923;SPC VA S - 1,081,511.696 3,598,669.659 MT 0.99995948 +0 40 24.1 GV1923;UTM 18 - 4,104,492.046 287,458.760 MT 1.00015652 -1 26 28.6 GV1923 GV1923: Primary Azimuth Mark Grid Az GV1923:SPC VA S - CARSON AZ MK 157 14 40.8 GV1923:UTM 18 - CARSON AZ MK 159 21 33.5 GV1923 GV1923|---------------------------------------------------------------------| GV1923| PID Reference Object Distance Geod. Az | GV1923| dddmmss.s | GV1923| DC5225 CARSON AZ MK 1575504.9 | GV1923| GV1924 CARSON RM 1 21.990 METERS 17854 | GV1923| FX4137 STONY CREEK WATER TANK APPROX.12.9 KM 1844015.7 | GV1923| GV3000 CARSON RM 2 26.789 METERS 28003 | GV1923| GV5419 PETERSBURG TNG SCH AND HOSP TK APPROX.10.5 KM 3582251.9 | GV1923|---------------------------------------------------------------------| GV1923 GV1923 SUPERSEDED SURVEY CONTROL GV1923 GV1923 NAD 83(1986)- 37 03 45.43430(N) 077 23 25.87878(W) AD( ) 2 GV1923 NAD 27 - 37 03 44.89300(N) 077 23 26.95200(W) AD( ) 2 GV1923 NGVD 29 - 48.048 (m) 157.64 (f) ADJUSTED 2 0 GV1923 GV1923.Superseded values are not recommended for survey control. GV1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1923.See file dsdata.txt to determine how the superseded data were derived. GV1923 GV1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8745904492(NAD 83) GV1923_MARKER: DS = TRIANGULATION STATION DISK GV1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1923_STAMPING: CARSON 1941 GV1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1923+STABILITY: SURFACE MOTION GV1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1923+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003 GV1923 GV1923 HISTORY - Date Condition Report By GV1923 HISTORY - 1941 MONUMENTED CGS GV1923 HISTORY - 1952 SEE DESCRIPTION CGS GV1923 HISTORY - 1953 GOOD AMS GV1923 HISTORY - 1959 GOOD CGS GV1923 HISTORY - 1961 GOOD CGS GV1923 HISTORY - 1961 GOOD CGS GV1923 HISTORY - 1965 GOOD CGS GV1923 HISTORY - 1988 GOOD USPSQD GV1923 HISTORY - 19980609 GOOD USPSQD GV1923 HISTORY - 20030308 GOOD USPSQD GV1923 GV1923 STATION DESCRIPTION GV1923 GV1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB) GV1923'STATION IS LOCATED ABOUT 1.75 MILES N OF CARSON RAILROAD GV1923'STATION, AND 23 MILES S OF PETERSBURG, ON PROPERTY OWNED AND GV1923'OCCUPIED BY H.W. SLADE. IT IS 51 FEET E OF THE CENTER OF COUNTY GV1923'ROAD 604, 31.7 FEET N OF THE SW CORNER OF A GARAGE, AND 68 FEET GV1923'SW OF THE N CORNER OF A BARN. THE DISK IS STAMPED CARSON GV1923'1941, AND IS FLUSH WITH THE GROUND. GV1923' GV1923'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD GV1923'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A, GV1923'AND 11A. GV1923' GV1923'REFERENCE MARK NO. 1 IS 14 FEET E OF THE CENTER OF COUNTY GV1923'ROAD 604, AND 2 FEET N OF THE H.W. SLADE MAIL BOX. THE DISK GV1923'IS STAMPED CARSON NO. 1, 1941, AND IS FLUSH WITH THE GROUND. GV1923' GV1923'REFERENCE MARK NO. 2 IS 14 FEET W OF THE CENTER OF COUNTY GV1923'ROAD 604, AND 2 FEET S OF A TELEPHONE POLE. THE DISK IS GV1923'STAMPED CARSON NO. 2 1941, AND IS FLUSH WITH THE GROUND. GV1923' GV1923'THE AZIMUTH MARK IS ON THE GROUNDS OF THE SHILOH BAPTIST GV1923'CHURCH. IT IS 78 FEET WNW OF THE FRONT DOOR OF THE CHURCH, AND GV1923'25 FEET E OF THE CENTER OF THE GRAVEL ROAD AROUND THE CHURCH. GV1923'THE DISK IS STAMPED CARSON 1941 AND IS FLUSH WITH THE GROUND. GV1923'TO REACH FROM THE STATION GO S ON COUNTY ROAD 604 FOR 0.25 GV1923'MILE TO THE CHURCH ON THE LEFT AND MARK. GV1923' GV1923'TO REACH THE STATION FROM THE JUNCTIONS OF U.S. HIGHWAY 301 GV1923'AND STATE HIGHWAY 141, WHICH IS ABOUT 0.5 MILE NE OF CARSON, GV1923'GO N ON U.S. HIGHWAY 301 FOR 1.1 MILES TO CROSSROADS AT A GV1923'SMALL STORE AND SERVICE STATION IN THE SW CORNER, TURN LEFT GV1923'AND GO W ON COUNTY ROAD 604 FOR 0.5 MILE TO A T-ROAD GV1923'INTERSECTION, TURN RIGHT AND GO 0.15 MILE TO A Y JUST BEFORE GV1923'REACHING THE SHILOH BAPTIST CHURCH, CONTINUE ON LEFT FORK FOR GV1923'0.3 MILE TO THE HOME OF H.W. SLADE ON THE RIGHT AND STATION. GV1923' GV1923'NOTE.--A 90-FOOT TOWER REQUIRED TO CLEAR ALL LINES. GV1923' GV1923'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS. GV1923 GV1923 STATION RECOVERY (1952) GV1923 GV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (RWW) GV1923'STATION RECOVERED, MAY HAVE BEEN DISTURBED SLIGHTLY BY PLOW. GV1923'AZIMUTH MARK CHECKS 4 POINTING HOUR ANGLE STAR POLARIS GV1923'OBSERVATION BY 0 DEG 00 MIN 15 PLUS OR MINUS. R.M. NO. 2 GV1923'DISTURBED, ARROW ON SAME POINTS ABOUT 90 DEG FROM STATION. GV1923'AZIMUTH MARK IS 1286.23 FEET FROM STATION. GV1923 GV1923 STATION RECOVERY (1953) GV1923 GV1923'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953 GV1923'THE MARK A, STANDARD U.S.C. AND G.S. BRASS DISK, SET THE TOP GV1923'OF A CONCRETE POST, FLUSH WITH GROUND, WAS RECOVERED AS GV1923'DESCRIBED IN GOOD CONDITION. THE MARK IS 16 FEET SOUTH OF NW GV1923'CORNER OF BUILDING, 28 FEET NORTH AT SW CORNER OF BUILDING, GV1923'55 FEET SW AT INTERSECTION OF HIGHWAY AND DRIVEWAY EAST, 53 GV1923'FEET WEST AT CENTERLINE HIGHWAY, AND 9 FEET WEST OF CENTERLINE GV1923'OF TRAIL. GV1923 GV1923 STATION RECOVERY (1959) GV1923 GV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC) GV1923'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE GV1923'FOUND IN FAIR CONDITION. THE STATION MARK HAD BEEN HIT BY GV1923'FARM MACHINERY WHICH CAUSED THE CORNERS OF THE MARK TO BE GV1923'CHIPPED OFF. REFERENCE MARK NO. 2 HAD ALSO BEEN HIT BY FARM GV1923'MACHINERY AND THE ARROW IS POINTED ABOUT 90 DEGREES OFF LINE GV1923'TO THE STATION MARK. A CHANGE IN THE DIRECTION TO R.M. 2 GV1923'IS SHOWN BY THE COMPARISON IN OBSERVATIONS BELOW. A NEW GV1923'TO REACH FOLLOWS DUE TO ROAD NUMBER CHANGES. GV1923' GV1923'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 301 GV1923'AND STATE HIGHWAY 35, GO SOUTHWESTERLY ON U.S. HIGHWAY 301 FOR GV1923'2.6 MILES TO A SIDE ROAD RIGHT AT PARKERS GROCERY STORE. TURN GV1923'RIGHT ON COUNTY ROUTE 631 FOR 0.55 MILE TO A T INTERSECTION, GV1923'TURN RIGHT ON COUNTY ROUTE 604 AND GO NORTHERLY FOR 0.45 MILE GV1923'TO A DRIVEWAY ON THE RIGHT AND STATION ON THE NORTH SIDE OF GV1923'DRIVEWAY. TO REACH THE AZIMUTH MARK FROM THE STATION, GO GV1923'SOUTHERLY ON COUNTY ROUTE 604 FOR 0.3 MILE TO THE INTERSECTION GV1923'OF COUNTY ROUTE 621, TURN LEFT ON COUNTY ROUTE 621 FOR 0.1 GV1923'MILE TO AZIMUTH MARK ON THE RIGHT AT THE SHILOH BAPTIST GV1923'CHURCH. GV1923 GV1923 STATION RECOVERY (1961) GV1923 GV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE) GV1923'STATION WAS RECOVERED AS DEXCRIBED BY J.C. CHILDS IN 1959. GV1923'A NEW TO REACH THE STATION FOLLOWS--TO REACH THE STATION GV1923'FROM THE DEPOT IN CARSON, GO NORTHERLY ON SECONDARY STATE GV1923'HIGHWAY 604 FOR 1.6 MILES TO THE JUNCTION OF SECONDARY STATE GV1923'HIGHWAY 621,* TAKE LEFT FORK AND FOLLOW HIGHWAY 604 FOR GV1923'0.3 MILE TO THE STATION ON THE RIGHT. GV1923' GV1923'*TO REACH THE AZIMUTH FROM THIS POINT, TAKE RIGHT FORK AND GV1923'FOLLOW HIGHWAY 621 FOR 0.1 MILE TO THE SHILOH BAPTIST CHURCH GV1923'ON THE RIGHT AND THE AZIMUTH MARK AS DESCRIBED. GV1923 GV1923 STATION RECOVERY (1961) GV1923 GV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1923'2 MI N FROM CARSON. GV1923'IN PRINCE GEORGE COUNTY, 2.0 MILES NORTH ALONG STATE SECONDARY GV1923'ROAD 604 FROM THE ATLANTIC COAST LINE RAILROAD STATION AT GV1923'CARSON, DINWIDDIE COUNTY, AT THE SLADE FARM, 49 FEET NORTH GV1923'OF THE CENTERLINE OF A DRIVEWAY TO THE HOUSE, 17 FEET GV1923'NORTHWEST OF THE NORTHWEST CORNER OF A GARAGE, IN A GRASSY PLOT GV1923'JUST WEST OF THE GARAGE, AND 50.6 FEET EAST OF THE CENTERLINE GV1923'OF THE ROAD. A STANDARD TRIANGULATION-STATION DISK, STAMPED GV1923'CARSON 1942 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- EXCEPT GV1923'THIS MARK HAS BEEN HIT BY FARM MACHINERY AND SHOULD BE USED GV1923'WITH CARE. GV1923 GV1923 STATION RECOVERY (1965) GV1923 GV1923'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB) GV1923'STATION WAS RECOVERED AS DESCRIBED BY P.L.B. IN 1941 AND BY GV1923'J.C.C. IN 1959 AND ALL MARKS WERE FOUND TO BE IN GOOD CONDITION. GV1923'THE PREVIOUS DESCRIPTIONS ARE ADEQUATE WITH THE FOLLOWING GV1923'ADDITIONS. THE AZIMUTH MARK HAS BEEN COVERED BY ABOUT 2 INCHES GV1923'OF GRAVEL AND IS 32 FEET SOUTH SOUTHWEST OF NORTH OF TWO LARGE GV1923'OAK TREES AND 30 FEET NORTH NORTHWEST OF MOST WESTERN PART GV1923'OF ARC OF SIDEWALK IN FRONT OF CHURCH. GV1923 GV1923 STATION RECOVERY (1988) GV1923 GV1923'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES) GV1923'RECOVERED IN GOOD CONDITION. GV1923 GV1923 STATION RECOVERY (1998) GV1923 GV1923'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1923'RECOVERED IN GOOD CONDITION. GV1923 GV1923 STATION RECOVERY (2003) GV1923 GV1923'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1923'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1924 *********************************************************************** GV1924 DESIGNATION - CARSON RM 1 GV1924 PID - GV1924 GV1924 STATE/COUNTY- VA/PRINCE GEORGE GV1924 USGS QUAD - CARSON (1987) GV1924 GV1924 *CURRENT SURVEY CONTROL GV1924 ___________________________________________________________________ GV1924* NAD 83(1986)- 37 03 45. (N) 077 23 25. (W) SCALED GV1924* NAVD 88 - 47.466 (meters) 155.73 (feet) POSTED GV1924 ___________________________________________________________________ GV1924 GEOID HEIGHT- -33.86 (meters) GEOID99 GV1924 DYNAMIC HT - 47.430 (meters) 155.61 (feet) COMP GV1924 MODELED GRAV- 979,892.0 (mgal) NAVD 88 GV1924 GV1924 VERT ORDER - * POSTED, Code A , SEE BELOW GV1924 GV1924.The horizontal coordinates were scaled from a topographic map and have GV1924.an estimated accuracy of +/- 6 seconds. GV1924 GV1924.The orthometric height was determined by differential leveling GV1924.and adjusted by the National Geodetic Survey in 1992. GV1924.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1924.rate of 0.0 thru 1.0 mm/km. GV1924 GV1924.The geoid height was determined by GEOID99. GV1924 GV1924.The dynamic height is computed by dividing the NAVD 88 GV1924.geopotential number by the normal gravity value computed on the GV1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1924.degrees latitude (g = 980.6199 gals.). GV1924 GV1924.The modeled gravity was interpolated from observed gravity values. GV1924 GV1924; North East Units Estimated Accuracy GV1924;SPC VA S - 1,081,500. 3,598,690. MT (+/- 180 meters Scaled) GV1924 GV1924 SUPERSEDED SURVEY CONTROL GV1924 GV1924 NGVD 29 - 47.813 (m) 156.87 (f) ADJUSTED 2 0 GV1924 GV1924.Superseded values are not recommended for survey control. GV1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1924.See file dsdata.txt to determine how the superseded data were derived. GV1924 GV1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG874044(NAD 83) GV1924_MARKER: DR = REFERENCE MARK DISK GV1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1924_STAMPING: CARSON NO 1 1941 GV1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1924+STABILITY: SURFACE MOTION GV1924 GV1924 HISTORY - Date Condition Report By GV1924 HISTORY - 1941 MONUMENTED CGS GV1924 HISTORY - 1961 GOOD CGS GV1924 HISTORY - 1988 MARK NOT FOUND USPSQD GV1924 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1924 HISTORY - 20030308 POOR USPSQD GV1924 GV1924 STATION DESCRIPTION GV1924 GV1924'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1924'2 MI N FROM CARSON. GV1924'IN PRINCE GEORGE COUNTY, 2.0 MILES NORTH ALONG STATE SECONDARY GV1924'ROAD 604 FROM THE ATLANTIC COAST LINE RAILROAD STATION AT GV1924'CARSON, DINWIDDIE COUNTY, 48.2 FEET SOUTHWEST OF THE SOUTHWEST GV1924'CORNER OF A GARAGE, 41 FEET SOUTH OF THE CENTERLINE OF A DRIVEWAY, GV1924'15 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET NORTHEAST GV1924'OF THE SLADE MAIL BOX. A STANDARD REFERENCE-MARK DISK, STAMPED GV1924'CARSON NO 1 1941 AND SET IN THE TOP OF A CONCRETE POST. GV1924'NOTE-- THE MAIL BOX HAS BEEN REMOVED. GV1924 GV1924 STATION RECOVERY (1988) GV1924 GV1924'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES) GV1924'MARK NOT FOUND. GV1924 GV1924 STATION RECOVERY (1998) GV1924 GV1924'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1924'MARK NOT FOUND. GV1924 GV1924 STATION RECOVERY (2003) GV1924 GV1924'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1924'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV2087 *********************************************************************** GV2087 DESIGNATION - D 381 GV2087 PID - GV2087 GV2087 STATE/COUNTY- VA/PRINCE GEORGE GV2087 USGS QUAD - PRINCE GEORGE (1994) GV2087 GV2087 *CURRENT SURVEY CONTROL GV2087 ___________________________________________________________________ GV2087* NAD 83(1986)- 37 08 14. (N) 077 19 14. (W) SCALED GV2087* NAVD 88 - 45.995 (meters) 150.90 (feet) ADJUSTED GV2087 ___________________________________________________________________ GV2087 GEOID HEIGHT- -33.85 (meters) GEOID99 GV2087 DYNAMIC HT - 45.962 (meters) 150.79 (feet) COMP GV2087 MODELED GRAV- 979,904.7 (mgal) NAVD 88 GV2087 GV2087 VERT ORDER - SECOND CLASS 0 GV2087 GV2087.The horizontal coordinates were scaled from a topographic map and have GV2087.an estimated accuracy of +/- 6 seconds. GV2087 GV2087.The orthometric height was determined by differential leveling GV2087.and adjusted by the National Geodetic Survey in June 1991. GV2087 GV2087.The geoid height was determined by GEOID99. GV2087 GV2087.The dynamic height is computed by dividing the NAVD 88 GV2087.geopotential number by the normal gravity value computed on the GV2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV2087.degrees latitude (g = 980.6199 gals.). GV2087 GV2087.The modeled gravity was interpolated from observed gravity values. GV2087 GV2087; North East Units Estimated Accuracy GV2087;SPC VA S - 1,089,870. 3,604,790. MT (+/- 180 meters Scaled) GV2087 GV2087 SUPERSEDED SURVEY CONTROL GV2087 GV2087 NGVD 29 - 46.328 (m) 151.99 (f) ADJUSTED 2 0 GV2087 GV2087.Superseded values are not recommended for survey control. GV2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV2087.See file dsdata.txt to determine how the superseded data were derived. GV2087 GV2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG938126(NAD 83) GV2087_MARKER: DB = BENCH MARK DISK GV2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV2087_STAMPING: D 381 1959 GV2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV2087+STABILITY: SURFACE MOTION GV2087 GV2087 HISTORY - Date Condition Report By GV2087 HISTORY - 1959 MONUMENTED CGS GV2087 HISTORY - 19980422 MARK NOT FOUND USPSQD GV2087 HISTORY - 20030302 MARK NOT FOUND USPSQD GV2087 GV2087 STATION DESCRIPTION GV2087 GV2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV2087'11.1 MI NE FROM CARSON. GV2087'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE SCHOOL GV2087'AT CARSON, THENCE ABOUT 4.8 MILES NORTH ALONG INTERSTATE HIGHWAY GV2087'95, THENCE ABOUT 2.2 MILES SOUTHEAST ALONG COUNTY ROAD 626, GV2087'ABOUT 1.4 MILES SOUTHEAST OF THE JUNCTION OF COUNTY ROAD 649 GV2087'LEADING NORTHEAST, 21 FEET SOUTHWEST OF THE CENTER LINE OF ROAD GV2087'626, 265 FEET NORTH OF NORTHWEST CORNER OF A ONE-STORY FRAME GV2087'HOUSE, 205 FEET NORTH OF A 36-INCH PECAN TREE NORTH OF THE HOUSE, GV2087'5 FEET SOUTHWEST OF A FENCE LINE CORNER, 1 FOOT SOUTHWEST OF THE GV2087'FENCE, 119 FEET NORTHWEST OF DRIVEWAY, 4 FEET SOUTHWEST OF A GV2087'STEEL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE GV2087'ROAD, AND SET IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND. GV2087 GV2087 STATION RECOVERY (1998) GV2087 GV2087'RECOVERY NOTE BY US POWER SQUADRON 1998 GV2087'MARK NOT FOUND. GV2087 GV2087 STATION RECOVERY (2003) GV2087 GV2087'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV2087'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV2088 *********************************************************************** GV2088 DESIGNATION - E 381 GV2088 PID - GV2088 GV2088 STATE/COUNTY- VA/PRINCE GEORGE GV2088 USGS QUAD - PRINCE GEORGE (1994) GV2088 GV2088 *CURRENT SURVEY CONTROL GV2088 ___________________________________________________________________ GV2088* NAD 83(1986)- 37 07 38. (N) 077 18 43. (W) SCALED GV2088* NAVD 88 - 44.662 (meters) 146.53 (feet) ADJUSTED GV2088 ___________________________________________________________________ GV2088 GEOID HEIGHT- -33.87 (meters) GEOID99 GV2088 DYNAMIC HT - 44.630 (meters) 146.42 (feet) COMP GV2088 MODELED GRAV- 979,905.9 (mgal) NAVD 88 GV2088 GV2088 VERT ORDER - SECOND CLASS 0 GV2088 GV2088.The horizontal coordinates were scaled from a topographic map and have GV2088.an estimated accuracy of +/- 6 seconds. GV2088 GV2088.The orthometric height was determined by differential leveling GV2088.and adjusted by the National Geodetic Survey in June 1991. GV2088 GV2088.The geoid height was determined by GEOID99. GV2088 GV2088.The dynamic height is computed by dividing the NAVD 88 GV2088.geopotential number by the normal gravity value computed on the GV2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV2088.degrees latitude (g = 980.6199 gals.). GV2088 GV2088.The modeled gravity was interpolated from observed gravity values. GV2088 GV2088; North East Units Estimated Accuracy GV2088;SPC VA S - 1,088,770. 3,605,570. MT (+/- 180 meters Scaled) GV2088 GV2088 SUPERSEDED SURVEY CONTROL GV2088 GV2088 NGVD 29 - 44.992 (m) 147.61 (f) ADJUSTED 2 0 GV2088 GV2088.Superseded values are not recommended for survey control. GV2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV2088.See file dsdata.txt to determine how the superseded data were derived. GV2088 GV2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG946114(NAD 83) GV2088_MARKER: DB = BENCH MARK DISK GV2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV2088_STAMPING: E 381 1959 GV2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV2088+STABILITY: SURFACE MOTION GV2088 GV2088 HISTORY - Date Condition Report By GV2088 HISTORY - 1959 MONUMENTED CGS GV2088 HISTORY - 19980422 MARK NOT FOUND USPSQD GV2088 HISTORY - 20030302 MARK NOT FOUND USPSQD GV2088 GV2088 STATION DESCRIPTION GV2088 GV2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV2088'12 MI NE FROM CARSON. GV2088'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE SCHOOL GV2088'AT CARSON, THENCE ABOUT 4.8 MILES NORTH ALONG INTERSTATE HIGHWAY GV2088'95, THENCE ABOUT 3.1 MILES SOUTHEAST ALONG COUNTY ROAD 626, IN GV2088'THE TOP OF STATE HIGHWAY MARKER POST, AT THE JUNCTION OF STATE GV2088'HIGHWAY 154 AND COUNTY ROAD 626, 59 FEET NORTHWEST OF CENTER OF GV2088'JUNCTION, 70 FEET NORTHWEST OF CENTER LINE OF HIGHWAY 154, 96 1/2 GV2088'FEET SOUTHEAST OF REA POWER POLE NO. 142, 15 FEET NORTHEAST OF GV2088'COUNTY ROAD 626, 55 FEET NORTHEAST OF POWER POLE NO. 48, 1 FOOT GV2088'NORTHWEST OF A STEEL WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL GV2088'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 12 INCHES. GV2088 GV2088 STATION RECOVERY (1998) GV2088 GV2088'RECOVERY NOTE BY US POWER SQUADRON 1998 GV2088'MARK NOT FOUND. GV2088 GV2088 STATION RECOVERY (2003) GV2088 GV2088'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV2088'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1899 *********************************************************************** GV1899 DESIGNATION - F 233 GV1899 PID - GV1899 GV1899 STATE/COUNTY- VA/PRINCE GEORGE GV1899 USGS QUAD - PRINCE GEORGE (1994) GV1899 GV1899 *CURRENT SURVEY CONTROL GV1899 ___________________________________________________________________ GV1899* NAD 83(1986)- 37 07 59. (N) 077 18 18. (W) SCALED GV1899* NAVD 88 - 44.508 (meters) 146.02 (feet) ADJUSTED GV1899 ___________________________________________________________________ GV1899 GEOID HEIGHT- -33.86 (meters) GEOID99 GV1899 DYNAMIC HT - 44.476 (meters) 145.92 (feet) COMP GV1899 MODELED GRAV- 979,907.7 (mgal) NAVD 88 GV1899 GV1899 VERT ORDER - SECOND CLASS 0 GV1899 GV1899.The horizontal coordinates were scaled from a topographic map and have GV1899.an estimated accuracy of +/- 6 seconds. GV1899 GV1899.The orthometric height was determined by differential leveling GV1899.and adjusted by the National Geodetic Survey in June 1991. GV1899 GV1899.The geoid height was determined by GEOID99. GV1899 GV1899.The dynamic height is computed by dividing the NAVD 88 GV1899.geopotential number by the normal gravity value computed on the GV1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1899.degrees latitude (g = 980.6199 gals.). GV1899 GV1899.The modeled gravity was interpolated from observed gravity values. GV1899 GV1899; North East Units Estimated Accuracy GV1899;SPC VA S - 1,089,420. 3,606,180. MT (+/- 180 meters Scaled) GV1899 GV1899 SUPERSEDED SURVEY CONTROL GV1899 GV1899 NGVD 29 - 44.837 (m) 147.10 (f) ADJUSTED 2 0 GV1899 GV1899.Superseded values are not recommended for survey control. GV1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1899.See file dsdata.txt to determine how the superseded data were derived. GV1899 GV1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG952121(NAD 83) GV1899_MARKER: DB = BENCH MARK DISK GV1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1899_STAMPING: F 233 1942 GV1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1899+STABILITY: SURFACE MOTION GV1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1899+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2003 GV1899 GV1899 HISTORY - Date Condition Report By GV1899 HISTORY - 1942 MONUMENTED CGS GV1899 HISTORY - 1959 GOOD CGS GV1899 HISTORY - 19980422 GOOD USPSQD GV1899 HISTORY - 20030302 GOOD USPSQD GV1899 GV1899 STATION DESCRIPTION GV1899 GV1899'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1899'12.6 MI NE FROM CARSON. GV1899'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE GV1899'SCHOOL AT CARSON, THENCE ABOUT 4.8 MILES NORTH ALONG INTERSTATE GV1899'HIGHWAY 95, THENCE ABOUT 3.1 MILES SOUTHEAST ALONG COUNTY ROAD GV1899'626, THENCE 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 154, 40 FEET GV1899'NORTHWEST OF CENTER LINE OF HIGHWAY, 92 FEET EAST OF EAST GV1899'CORNER OF A 2-STORY FRAME HOUSE, 147 FEET NORTHEAST OF GV1899'CENTER LINE OF DRIVEWAY, 2 1/2 FEET WEST-NORTHWEST OF A FENCE GV1899'CORNER, 3 FEET NORTHWEST OF A STEEL FENCE POST WITH WITNESS GV1899'SIGN, ABOUT 2 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE GV1899'TOP OF A CONCRETE POST PROJECTING 6 INCHES. GV1899 GV1899 STATION RECOVERY (1998) GV1899 GV1899'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1899'RECOVERED IN GOOD CONDITION. GV1899 GV1899 STATION RECOVERY (2003) GV1899 GV1899'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1899'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1879 *********************************************************************** GV1879 DESIGNATION - F 381 GV1879 PID - GV1879 GV1879 STATE/COUNTY- VA/PRINCE GEORGE GV1879 USGS QUAD - PRINCE GEORGE (1994) GV1879 GV1879 *CURRENT SURVEY CONTROL GV1879 ___________________________________________________________________ GV1879* NAD 83(1986)- 37 07 52. (N) 077 21 28. (W) SCALED GV1879* NAVD 88 - 44.362 (meters) 145.54 (feet) ADJUSTED GV1879 ___________________________________________________________________ GV1879 GEOID HEIGHT- -33.83 (meters) GEOID99 GV1879 DYNAMIC HT - 44.330 (meters) 145.44 (feet) COMP GV1879 MODELED GRAV- 979,896.0 (mgal) NAVD 88 GV1879 GV1879 VERT ORDER - SECOND CLASS 0 GV1879 GV1879.The horizontal coordinates were scaled from a topographic map and have GV1879.an estimated accuracy of +/- 6 seconds. GV1879 GV1879.The orthometric height was determined by differential leveling GV1879.and adjusted by the National Geodetic Survey in June 1991. GV1879 GV1879.The geoid height was determined by GEOID99. GV1879 GV1879.The dynamic height is computed by dividing the NAVD 88 GV1879.geopotential number by the normal gravity value computed on the GV1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1879.degrees latitude (g = 980.6199 gals.). GV1879 GV1879.The modeled gravity was interpolated from observed gravity values. GV1879 GV1879; North East Units Estimated Accuracy GV1879;SPC VA S - 1,089,150. 3,601,490. MT (+/- 180 meters Scaled) GV1879 GV1879 SUPERSEDED SURVEY CONTROL GV1879 GV1879 NGVD 29 - 44.704 (m) 146.67 (f) ADJUSTED 2 0 GV1879 GV1879.Superseded values are not recommended for survey control. GV1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1879.See file dsdata.txt to determine how the superseded data were derived. GV1879 GV1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG905120(NAD 83) GV1879_MARKER: DB = BENCH MARK DISK GV1879_SETTING: 30 = CONCRETE MANHOLE GV1879_STAMPING: F 381 1959 GV1879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1879 GV1879 HISTORY - Date Condition Report By GV1879 HISTORY - 1959 MONUMENTED CGS GV1879 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1879 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1879 GV1879 STATION DESCRIPTION GV1879 GV1879'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1879'7.3 MI NE FROM CARSON. GV1879'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE SCHOOL GV1879'AT CARSON, THENCE ABOUT 3.2 MILES NORTH ALONG INTERSTATE HIGHWAY GV1879'95, ABOUT 0.7 MILE SOUTH OF OVERPASS OF U.S. HIGHWAY 301 OVER GV1879'INTERSTATE HIGHWAY, IN THE TOP OF NORTHWEST CORNER OF A CONCRETE GV1879'MANHOLE WHICH IS LOCATED BETWEEN THE TWO LANES OF HIGHWAY, GV1879'ABOUT 0.3 MILE NORTH OF OVERPASS OF COUNTY ROAD 608 OVER HIGHWAY, GV1879'1 FOOT EAST OF A STEEL WITNESS POST AND ABOUT LEVEL WITH ROAD. GV1879 GV1879 STATION RECOVERY (1998) GV1879 GV1879'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1879'MARK NOT FOUND. GV1879 GV1879 STATION RECOVERY (2003) GV1879 GV1879'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1879'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1900 *********************************************************************** GV1900 DESIGNATION - G 233 GV1900 PID - GV1900 GV1900 STATE/COUNTY- VA/PRINCE GEORGE GV1900 USGS QUAD - TEMPLETON (1974) GV1900 GV1900 *CURRENT SURVEY CONTROL GV1900 ___________________________________________________________________ GV1900* NAD 83(1986)- 37 06 57. (N) 077 19 14. (W) SCALED GV1900* NAVD 88 - 45.371 (meters) 148.85 (feet) POSTED GV1900 ___________________________________________________________________ GV1900 GEOID HEIGHT- -33.88 (meters) GEOID99 GV1900 DYNAMIC HT - 45.340 (meters) 148.75 (feet) COMP GV1900 MODELED GRAV- 979,903.5 (mgal) NAVD 88 GV1900 GV1900 VERT ORDER - * POSTED, Code A , SEE BELOW GV1900 GV1900.The horizontal coordinates were scaled from a topographic map and have GV1900.an estimated accuracy of +/- 6 seconds. GV1900 GV1900.The orthometric height was determined by differential leveling GV1900.and adjusted by the National Geodetic Survey in 1992. GV1900.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1900.rate of 0.0 thru 1.0 mm/km. GV1900 GV1900.The geoid height was determined by GEOID99. GV1900 GV1900.The dynamic height is computed by dividing the NAVD 88 GV1900.geopotential number by the normal gravity value computed on the GV1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1900.degrees latitude (g = 980.6199 gals.). GV1900 GV1900.The modeled gravity was interpolated from observed gravity values. GV1900 GV1900; North East Units Estimated Accuracy GV1900;SPC VA S - 1,087,490. 3,604,820. MT (+/- 180 meters Scaled) GV1900 GV1900 SUPERSEDED SURVEY CONTROL GV1900 GV1900 NGVD 29 - 45.702 (m) 149.94 (f) ADJUSTED 2 0 GV1900 GV1900.Superseded values are not recommended for survey control. GV1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1900.See file dsdata.txt to determine how the superseded data were derived. GV1900 GV1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG938102(NAD 83) GV1900_MARKER: DB = BENCH MARK DISK GV1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1900_STAMPING: G 233 1942 GV1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1900+STABILITY: SURFACE MOTION GV1900 GV1900 HISTORY - Date Condition Report By GV1900 HISTORY - 1942 MONUMENTED CGS GV1900 HISTORY - 1961 MARK NOT FOUND CGS GV1900 HISTORY - 19980422 MARK NOT FOUND USPSQD GV1900 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1900 GV1900 STATION DESCRIPTION GV1900 GV1900'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1900'9 MI NE FROM CARSON. GV1900'IN PRINCE GEORGE COUNTY, 9.0 MILES NORTHEAST ALONG STATE GV1900'SECONDARY ROADS 604 AND 638 FROM CARSON, DINWIDDIE COUNTY, 4.0 GV1900'MILES SOUTHWEST OF AN OVERHEAD BRIDGE, 350 FEET NORTHWEST OF THE GV1900'NORTHWEST CORNER OF AN OLD 2-STORY WHITE HOUSE, 57 FEET SOUTH GV1900'OF THE CENTERLINE OF ROAD 638, 25.5 FEET NORTHWEST OF THE GV1900'SMALLER OF TWO CEDAR TREES, AND 8.5 FEET NORTH OF AN IN LINE GV1900'WITH THE CORNER POST OF A WIRE FENCE. A STANDARD DISK, STAMPED GV1900'G 233 1942 AND SET IN THE TOP OF A CONCRETE POST. GV1900 GV1900 STATION RECOVERY (1998) GV1900 GV1900'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1900'MARK NOT FOUND. GV1900 GV1900 STATION RECOVERY (2003) GV1900 GV1900'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1900'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1880 *********************************************************************** GV1880 DESIGNATION - G 381 GV1880 PID - GV1880 GV1880 STATE/COUNTY- VA/PRINCE GEORGE GV1880 USGS QUAD - PRINCE GEORGE (1994) GV1880 GV1880 *CURRENT SURVEY CONTROL GV1880 ___________________________________________________________________ GV1880* NAD 83(1986)- 37 07 37. (N) 077 21 29. (W) SCALED GV1880* NAVD 88 - 43.813 (meters) 143.74 (feet) ADJUSTED GV1880 ___________________________________________________________________ GV1880 GEOID HEIGHT- -33.84 (meters) GEOID99 GV1880 DYNAMIC HT - 43.781 (meters) 143.64 (feet) COMP GV1880 MODELED GRAV- 979,895.6 (mgal) NAVD 88 GV1880 GV1880 VERT ORDER - SECOND CLASS 0 GV1880 GV1880.The horizontal coordinates were scaled from a topographic map and have GV1880.an estimated accuracy of +/- 6 seconds. GV1880 GV1880.The orthometric height was determined by differential leveling GV1880.and adjusted by the National Geodetic Survey in June 1991. GV1880 GV1880.The geoid height was determined by GEOID99. GV1880 GV1880.The dynamic height is computed by dividing the NAVD 88 GV1880.geopotential number by the normal gravity value computed on the GV1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1880.degrees latitude (g = 980.6199 gals.). GV1880 GV1880.The modeled gravity was interpolated from observed gravity values. GV1880 GV1880; North East Units Estimated Accuracy GV1880;SPC VA S - 1,088,680. 3,601,470. MT (+/- 180 meters Scaled) GV1880 GV1880 SUPERSEDED SURVEY CONTROL GV1880 GV1880 NGVD 29 - 44.155 (m) 144.87 (f) ADJUSTED 2 0 GV1880 GV1880.Superseded values are not recommended for survey control. GV1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1880.See file dsdata.txt to determine how the superseded data were derived. GV1880 GV1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG905115(NAD 83) GV1880_MARKER: DB = BENCH MARK DISK GV1880_SETTING: 36 = PIER LEG GV1880_STAMPING: G 381 1959 GV1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV1880 GV1880 HISTORY - Date Condition Report By GV1880 HISTORY - 1959 MONUMENTED CGS GV1880 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1880 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1880 GV1880 STATION DESCRIPTION GV1880 GV1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1880'7 MI NE FROM CARSON. GV1880'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE SCHOOL GV1880'AT CARSON, THENCE ABOUT 2.9 MILES NORTH ALONG INTERSTATE GV1880'HIGHWAY 95, SET VERTICALLY IN THE SOUTH FACE OF THE NORTH LEG GV1880'OF THE WEST PIER OF COUNTY ROAD 608 OVERPASS OVER INTERSTATE GV1880'HIGHWAY 95, AND ABOUT 3 1/2 FEET ABOVE LEVEL OF ROAD. GV1880 GV1880 STATION RECOVERY (1998) GV1880 GV1880'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1880'MARK NOT FOUND. GV1880 GV1880 STATION RECOVERY (2003) GV1880 GV1880'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1880'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1901 *********************************************************************** GV1901 DESIGNATION - H 233 GV1901 PID - GV1901 GV1901 STATE/COUNTY- VA/PRINCE GEORGE GV1901 USGS QUAD - TEMPLETON (1974) GV1901 GV1901 *CURRENT SURVEY CONTROL GV1901 ___________________________________________________________________ GV1901* NAD 83(1986)- 37 06 06. (N) 077 19 45. (W) SCALED GV1901* NAVD 88 - 40.645 (meters) 133.35 (feet) POSTED GV1901 ___________________________________________________________________ GV1901 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1901 DYNAMIC HT - 40.620 (meters) 133.27 (feet) COMP GV1901 MODELED GRAV- 979,901.3 (mgal) NAVD 88 GV1901 GV1901 VERT ORDER - * POSTED, Code A , SEE BELOW GV1901 GV1901.The horizontal coordinates were scaled from a topographic map and have GV1901.an estimated accuracy of +/- 6 seconds. GV1901 GV1901.The orthometric height was determined by differential leveling GV1901.and adjusted by the National Geodetic Survey in 1992. GV1901.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1901.rate of 0.0 thru 1.0 mm/km. GV1901 GV1901.The geoid height was determined by GEOID99. GV1901 GV1901.The dynamic height is computed by dividing the NAVD 88 GV1901.geopotential number by the normal gravity value computed on the GV1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1901.degrees latitude (g = 980.6199 gals.). GV1901 GV1901.The modeled gravity was interpolated from observed gravity values. GV1901 GV1901; North East Units Estimated Accuracy GV1901;SPC VA S - 1,085,910. 3,604,070. MT (+/- 180 meters Scaled) GV1901 GV1901 SUPERSEDED SURVEY CONTROL GV1901 GV1901 NGVD 29 - 40.980 (m) 134.45 (f) ADJUSTED 2 0 GV1901 GV1901.Superseded values are not recommended for survey control. GV1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1901.See file dsdata.txt to determine how the superseded data were derived. GV1901 GV1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG930086(NAD 83) GV1901_MARKER: DB = BENCH MARK DISK GV1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1901_STAMPING: H 233 1942 GV1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1901+STABILITY: SURFACE MOTION GV1901 GV1901 HISTORY - Date Condition Report By GV1901 HISTORY - 1942 MONUMENTED CGS GV1901 HISTORY - 1961 MARK NOT FOUND CGS GV1901 HISTORY - 19980422 MARK NOT FOUND USPSQD GV1901 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1901 GV1901 STATION DESCRIPTION GV1901 GV1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1901'7.8 MI NE FROM CARSON. GV1901'IN PRINCE GEORGE COUNTY, 7.8 MILES NORTHEAST ALONG STATE SECONDARY GV1901'ROADS 604 AND 638 FROM CARSON, DINWIDDIE COUNTY, 5.2 MILES GV1901'SOUTHWEST OF AN OVERHEAD BRIDGE, IN THE SOUTHWEST ANGLE OF THE GV1901'JUNCTION OF STATE SECONDARY ROAD 621 LEADING WEST, 75 FEET GV1901'SOUTH OF THE CENTERLINE OF ROAD 621, 72 FEET WEST OF THE CENTERLINE GV1901'OF ROAD 638, AND 200 FEET SOUTHEAST OF REA CO-OP POWERLINE POLE GV1901'1-71. A STANDARD DISK, STAMPED H 233 1942 AND SET IN THE GV1901'TOP OF A CONCRETE POST. NOTE-- AREA MOWED AND CLEARED BY GV1901'POWER LINE CREW AND MARK MAY BE LOST. GV1901 GV1901 STATION RECOVERY (1998) GV1901 GV1901'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1901'MARK NOT FOUND. GV1901 GV1901 STATION RECOVERY (2003) GV1901 GV1901'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1901'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1881 *********************************************************************** GV1881 DESIGNATION - H 381 GV1881 PID - GV1881 GV1881 STATE/COUNTY- VA/PRINCE GEORGE GV1881 USGS QUAD - TEMPLETON (1974) GV1881 GV1881 *CURRENT SURVEY CONTROL GV1881 ___________________________________________________________________ GV1881* NAD 83(1986)- 37 06 50. (N) 077 21 33. (W) SCALED GV1881* NAVD 88 - 41.051 (meters) 134.68 (feet) ADJUSTED GV1881 ___________________________________________________________________ GV1881 GEOID HEIGHT- -33.85 (meters) GEOID99 GV1881 DYNAMIC HT - 41.020 (meters) 134.58 (feet) COMP GV1881 MODELED GRAV- 979,894.6 (mgal) NAVD 88 GV1881 GV1881 VERT ORDER - SECOND CLASS 0 GV1881 GV1881.The horizontal coordinates were scaled from a topographic map and have GV1881.an estimated accuracy of +/- 6 seconds. GV1881 GV1881.The orthometric height was determined by differential leveling GV1881.and adjusted by the National Geodetic Survey in June 1991. GV1881 GV1881.The geoid height was determined by GEOID99. GV1881 GV1881.The dynamic height is computed by dividing the NAVD 88 GV1881.geopotential number by the normal gravity value computed on the GV1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1881.degrees latitude (g = 980.6199 gals.). GV1881 GV1881.The modeled gravity was interpolated from observed gravity values. GV1881 GV1881; North East Units Estimated Accuracy GV1881;SPC VA S - 1,087,230. 3,601,390. MT (+/- 180 meters Scaled) GV1881 GV1881 SUPERSEDED SURVEY CONTROL GV1881 GV1881 NGVD 29 - 41.394 (m) 135.81 (f) ADJUSTED 2 0 GV1881 GV1881.Superseded values are not recommended for survey control. GV1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1881.See file dsdata.txt to determine how the superseded data were derived. GV1881 GV1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG903101(NAD 83) GV1881_MARKER: DB = BENCH MARK DISK GV1881_SETTING: 30 = MANHOLE GV1881_STAMPING: H 381 1959 GV1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GV1881+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2003 GV1881 GV1881 HISTORY - Date Condition Report By GV1881 HISTORY - 1959 MONUMENTED CGS GV1881 HISTORY - 19980609 GOOD USPSQD GV1881 HISTORY - 20030302 GOOD USPSQD GV1881 GV1881 STATION DESCRIPTION GV1881 GV1881'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1881'6.1 MI NE FROM CARSON. GV1881'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE GV1881'SCHOOL AT CARSON, THENCE ABOUT 2.0 MILES NORTH ALONG INTERSTATE GV1881'HIGHWAY 95, ABOUT 0.9 MILE SOUTH OF OVERPASS OF COUNTY ROAD GV1881'NO. 608 OVER HIGHWAY, SET IN THE TOP OF THE NORTHEAST CORNER OF GV1881'MANHOLE LOCATED BETWEEN THE TWO LANES OF HIGHWAY, 87 FEET GV1881'WEST OF NORTHEAST CORNER OF EAST END OF A 36-INCH TWIN PIPE GV1881'CULVERT, 1 FOOT WEST OF A STEEL WITNESS POST AND ABOUT LEVEL GV1881'WITH ROAD. GV1881 GV1881 STATION RECOVERY (1998) GV1881 GV1881'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1881'RECOVERED IN GOOD CONDITION. GV1881 GV1881 STATION RECOVERY (2003) GV1881 GV1881'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1881'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1902 *********************************************************************** GV1902 DESIGNATION - J 233 GV1902 PID - GV1902 GV1902 STATE/COUNTY- VA/PRINCE GEORGE GV1902 USGS QUAD - TEMPLETON (1974) GV1902 GV1902 *CURRENT SURVEY CONTROL GV1902 ___________________________________________________________________ GV1902* NAD 83(1986)- 37 05 18. (N) 077 19 44. (W) SCALED GV1902* NAVD 88 - 46.146 (meters) 151.40 (feet) POSTED GV1902 ___________________________________________________________________ GV1902 GEOID HEIGHT- -33.90 (meters) GEOID99 GV1902 DYNAMIC HT - 46.110 (meters) 151.28 (feet) COMP GV1902 MODELED GRAV- 979,901.4 (mgal) NAVD 88 GV1902 GV1902 VERT ORDER - * POSTED, Code A , SEE BELOW GV1902 GV1902.The horizontal coordinates were scaled from a topographic map and have GV1902.an estimated accuracy of +/- 6 seconds. GV1902 GV1902.The orthometric height was determined by differential leveling GV1902.and adjusted by the National Geodetic Survey in 1992. GV1902.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1902.rate of 0.0 thru 1.0 mm/km. GV1902 GV1902.The geoid height was determined by GEOID99. GV1902 GV1902.The dynamic height is computed by dividing the NAVD 88 GV1902.geopotential number by the normal gravity value computed on the GV1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1902.degrees latitude (g = 980.6199 gals.). GV1902 GV1902.The modeled gravity was interpolated from observed gravity values. GV1902 GV1902; North East Units Estimated Accuracy GV1902;SPC VA S - 1,084,430. 3,604,120. MT (+/- 180 meters Scaled) GV1902 GV1902 SUPERSEDED SURVEY CONTROL GV1902 GV1902 NGVD 29 - 46.482 (m) 152.50 (f) ADJUSTED 2 0 GV1902 GV1902.Superseded values are not recommended for survey control. GV1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1902.See file dsdata.txt to determine how the superseded data were derived. GV1902 GV1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG930072(NAD 83) GV1902_MARKER: DB = BENCH MARK DISK GV1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1902_STAMPING: J 233 1942 GV1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1902+STABILITY: SURFACE MOTION GV1902 GV1902 HISTORY - Date Condition Report By GV1902 HISTORY - 1942 MONUMENTED CGS GV1902 HISTORY - 1961 MARK NOT FOUND CGS GV1902 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1902 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1902 GV1902 STATION DESCRIPTION GV1902 GV1902'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1902'6.8 MI NE FROM CARSON. GV1902'IN PRINCE GEORGE COUNTY, 6.8 MILES NORTHEAST ALONG STATE SECONDARY GV1902'ROADS 604 AND 638 FROM CARSON, DINWIDDIE COUNTY, 6.2 MILES GV1902'SOUTHWEST OF AN OVERHEAD BRIDGE, AT A SCHOOLHOUSE, 66.4 FEET GV1902'NORTHEAST OF THE NORTH CORNER OF THE SCHOOL, IN LINE WITH THE GV1902'NORTHWEST FACE, 82 FEET SOUTHEAST OF THE CENTERLINE OF ROAD GV1902'638, AND 78 FEET NORTHWEST OF A SMALL OUTBUILDING. A GV1902'STANDARD DISK, STAMPED J 233 1942 AND SET IN THE TOP OF A GV1902'CONCRETE POST. NOTE-- ONLY THE STEPS TO THE OLD SCHOOL REMAINS. GV1902 GV1902 STATION RECOVERY (1998) GV1902 GV1902'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1902'MARK NOT FOUND. GV1902 GV1902 STATION RECOVERY (2003) GV1902 GV1902'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1902'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1882 *********************************************************************** GV1882 DESIGNATION - J 381 GV1882 PID - GV1882 GV1882 STATE/COUNTY- VA/PRINCE GEORGE GV1882 USGS QUAD - TEMPLETON (1974) GV1882 GV1882 *CURRENT SURVEY CONTROL GV1882 ___________________________________________________________________ GV1882* NAD 83(1986)- 37 06 33. (N) 077 21 34. (W) SCALED GV1882* NAVD 88 - 39.011 (meters) 127.99 (feet) ADJUSTED GV1882 ___________________________________________________________________ GV1882 GEOID HEIGHT- -33.86 (meters) GEOID99 GV1882 DYNAMIC HT - 38.982 (meters) 127.89 (feet) COMP GV1882 MODELED GRAV- 979,894.4 (mgal) NAVD 88 GV1882 GV1882 VERT ORDER - SECOND CLASS 0 GV1882 GV1882.The horizontal coordinates were scaled from a topographic map and have GV1882.an estimated accuracy of +/- 6 seconds. GV1882 GV1882.The orthometric height was determined by differential leveling GV1882.and adjusted by the National Geodetic Survey in June 1991. GV1882 GV1882.The geoid height was determined by GEOID99. GV1882 GV1882.The dynamic height is computed by dividing the NAVD 88 GV1882.geopotential number by the normal gravity value computed on the GV1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1882.degrees latitude (g = 980.6199 gals.). GV1882 GV1882.The modeled gravity was interpolated from observed gravity values. GV1882 GV1882; North East Units Estimated Accuracy GV1882;SPC VA S - 1,086,710. 3,601,370. MT (+/- 180 meters Scaled) GV1882 GV1882 SUPERSEDED SURVEY CONTROL GV1882 GV1882 NGVD 29 - 39.356 (m) 129.12 (f) ADJUSTED 2 0 GV1882 GV1882.Superseded values are not recommended for survey control. GV1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1882.See file dsdata.txt to determine how the superseded data were derived. GV1882 GV1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG903095(NAD 83) GV1882_MARKER: DB = BENCH MARK DISK GV1882_SETTING: 36 = ABUTMENT GV1882_STAMPING: J 381 1959 GV1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1882+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2003 GV1882 GV1882 HISTORY - Date Condition Report By GV1882 HISTORY - 1959 MONUMENTED CGS GV1882 HISTORY - 19980609 GOOD USPSQD GV1882 HISTORY - 20030302 GOOD USPSQD GV1882 GV1882 STATION DESCRIPTION GV1882 GV1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1882'5.8 MI N FROM CARSON. GV1882'ABOUT 4.1 MILES NORTH ALONG U.S. HIGHWAY 301 FROM THE SCHOOL GV1882'AT CARSON, THENCE ABOUT 1.65 MILES NORTH ALONG INTERSTATE HIGHWAY GV1882'95, IN THE TOP OF THE EAST END OF NORTH CONCRETE ABUTMENT OF GV1882'THE NORTH BOUND TRAFFIC LANE OF BRIDGE (38-FOOT) OVER A BRANCH GV1882'OF WARWICK SWAMP, AND ABOUT LEVEL WITH HIGHWAY. GV1882 GV1882 STATION RECOVERY (1998) GV1882 GV1882'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1882'RECOVERED IN GOOD CONDITION. GV1882 GV1882 STATION RECOVERY (2003) GV1882 GV1882'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1882'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1903 *********************************************************************** GV1903 DESIGNATION - K 233 GV1903 PID - GV1903 GV1903 STATE/COUNTY- VA/PRINCE GEORGE GV1903 USGS QUAD - TEMPLETON (1974) GV1903 GV1903 *CURRENT SURVEY CONTROL GV1903 ___________________________________________________________________ GV1903* NAD 83(1986)- 37 04 43. (N) 077 19 46. (W) SCALED GV1903* NAVD 88 - 45.146 (meters) 148.12 (feet) POSTED GV1903 ___________________________________________________________________ GV1903 GEOID HEIGHT- -33.91 (meters) GEOID99 GV1903 DYNAMIC HT - 45.110 (meters) 148.00 (feet) COMP GV1903 MODELED GRAV- 979,901.5 (mgal) NAVD 88 GV1903 GV1903 VERT ORDER - * POSTED, Code A , SEE BELOW GV1903 GV1903.The horizontal coordinates were scaled from a topographic map and have GV1903.an estimated accuracy of +/- 6 seconds. GV1903 GV1903.The orthometric height was determined by differential leveling GV1903.and adjusted by the National Geodetic Survey in 1992. GV1903.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1903.rate of 0.0 thru 1.0 mm/km. GV1903 GV1903.The geoid height was determined by GEOID99. GV1903 GV1903.The dynamic height is computed by dividing the NAVD 88 GV1903.geopotential number by the normal gravity value computed on the GV1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1903.degrees latitude (g = 980.6199 gals.). GV1903 GV1903.The modeled gravity was interpolated from observed gravity values. GV1903 GV1903; North East Units Estimated Accuracy GV1903;SPC VA S - 1,083,350. 3,604,080. MT (+/- 180 meters Scaled) GV1903 GV1903 SUPERSEDED SURVEY CONTROL GV1903 GV1903 NGVD 29 - 45.483 (m) 149.22 (f) ADJUSTED 2 0 GV1903 GV1903.Superseded values are not recommended for survey control. GV1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1903.See file dsdata.txt to determine how the superseded data were derived. GV1903 GV1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG929061(NAD 83) GV1903_MARKER: DB = BENCH MARK DISK GV1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1903_STAMPING: K 233 1942 GV1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1903+STABILITY: SURFACE MOTION GV1903 GV1903 HISTORY - Date Condition Report By GV1903 HISTORY - 1942 MONUMENTED CGS GV1903 HISTORY - 1961 GOOD CGS GV1903 HISTORY - 19980609 GOOD USPSQD GV1903 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1903 GV1903 STATION DESCRIPTION GV1903 GV1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1903'6 MI NE FROM CARSON. GV1903'IN PRINCE GEORGE COUNTY, 6.0 MILES NORTHEAST ALONG STATE SECONDARY GV1903'ROADS 604 AND 638 FROM CARSON, DINWIDDIE COUNTY, 36 FEET GV1903'NORTHWEST OF THE CENTERLINE OF ROAD 638, 21 FEET NORTHWEST OF GV1903'A BLAZED OAK TREE, 20 FEET WEST OF A BLAZED PINE TREE, AND 3 GV1903'FEET HIGHER THAN THE ROAD. A STANDARD DISK, STAMPED K 233 GV1903'1942 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- STATION GV1903'IS NOW ALONG HIHGWAYS 604, 631 AND 638. IT IS 1 MILE NORTH OF GV1903'THE JUNCTION OF HIGHWAYS 35 AND 638, 0.2 MILE NORTH OF HIGHWAY GV1903'620 AND 1.5 EAST OF A C S WITNESS SIGN. GV1903 GV1903 STATION RECOVERY (1998) GV1903 GV1903'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1903'RECOVERED IN GOOD CONDITION. GV1903 GV1903 STATION RECOVERY (2003) GV1903 GV1903'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1903'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1619 *********************************************************************** GV1619 DESIGNATION - K 28 GV1619 PID - GV1619 GV1619 STATE/COUNTY- VA/PRINCE GEORGE GV1619 USGS QUAD - PRINCE GEORGE (1994) GV1619 GV1619 *CURRENT SURVEY CONTROL GV1619 ___________________________________________________________________ GV1619* NAD 83(1986)- 37 09 03. (N) 077 16 11. (W) SCALED GV1619* NAVD 88 - 32.683 (meters) 107.23 (feet) POSTED GV1619 ___________________________________________________________________ GV1619 GEOID HEIGHT- -33.84 (meters) GEOID99 GV1619 DYNAMIC HT - 32.660 (meters) 107.15 (feet) COMP GV1619 MODELED GRAV- 979,916.4 (mgal) NAVD 88 GV1619 GV1619 VERT ORDER - * POSTED, Code A , SEE BELOW GV1619 GV1619.The horizontal coordinates were scaled from a topographic map and have GV1619.an estimated accuracy of +/- 6 seconds. GV1619 GV1619.The orthometric height was determined by differential leveling GV1619.and adjusted by the National Geodetic Survey in 1992. GV1619.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1619.rate of 0.0 thru 1.0 mm/km. GV1619 GV1619.The geoid height was determined by GEOID99. GV1619 GV1619.The dynamic height is computed by dividing the NAVD 88 GV1619.geopotential number by the normal gravity value computed on the GV1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1619.degrees latitude (g = 980.6199 gals.). GV1619 GV1619.The modeled gravity was interpolated from observed gravity values. GV1619 GV1619; North East Units Estimated Accuracy GV1619;SPC VA S - 1,091,430. 3,609,280. MT (+/- 180 meters Scaled) GV1619 GV1619 SUPERSEDED SURVEY CONTROL GV1619 GV1619 NGVD 29 - 33.020 (m) 108.33 (f) ADJUSTED 1 2 GV1619 GV1619.Superseded values are not recommended for survey control. GV1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1619.See file dsdata.txt to determine how the superseded data were derived. GV1619 GV1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG984140(NAD 83) GV1619_MARKER: DB = BENCH MARK DISK GV1619_SETTING: 30 = CULVERT GV1619_STAMPING: 108.336 K 28 1932 GV1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1619+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2003 GV1619 GV1619 HISTORY - Date Condition Report By GV1619 HISTORY - 1932 MONUMENTED CGS GV1619 HISTORY - 1963 GOOD CGS GV1619 HISTORY - 19980422 GOOD USPSQD GV1619 HISTORY - 20030302 GOOD USPSQD GV1619 GV1619 STATION DESCRIPTION GV1619 GV1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 GV1619'2.8 MI NW FROM DISPUTANTA. GV1619'2.8 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM GV1619'THE STATION AT DISPUTANTA, PRINCE GEORGE COUNTY, 0.4 MILE NORTHWEST GV1619'OF MILEPOST 71, 0.3 MILE NORTHWEST OF SEMAPHORE 711, ACROSS THE GV1619'TRACK FROM THE DAM OF A SMALL RESERVOIR, 40 FEET NORTHEAST OF THE GV1619'NORTHEAST RAIL, AT A CONCRETE CULVERT, AND IN THE TOP OF THE GV1619'SOUTHEAST END OF THE NORTHEAST HEADWALL. A STANDARD DISK, STAMPED GV1619'108.336 K 28 1932. GV1619 GV1619 STATION RECOVERY (1963) GV1619 GV1619'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 GV1619'RECOVERED IN GOOD CONDITION. GV1619 GV1619 STATION RECOVERY (1998) GV1619 GV1619'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1619'RECOVERED IN GOOD CONDITION. GV1619 GV1619 STATION RECOVERY (2003) GV1619 GV1619'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1619' GV1619' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1888 *********************************************************************** GV1888 DESIGNATION - K 381 GV1888 PID - GV1888 GV1888 STATE/COUNTY- VA/PRINCE GEORGE GV1888 USGS QUAD - TEMPLETON (1974) GV1888 GV1888 *CURRENT SURVEY CONTROL GV1888 ___________________________________________________________________ GV1888* NAD 83(1986)- 37 04 25. (N) 077 21 58. (W) SCALED GV1888* NAVD 88 - 33.488 (meters) 109.87 (feet) ADJUSTED GV1888 ___________________________________________________________________ GV1888 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1888 DYNAMIC HT - 33.463 (meters) 109.79 (feet) COMP GV1888 MODELED GRAV- 979,894.7 (mgal) NAVD 88 GV1888 GV1888 VERT ORDER - SECOND CLASS 0 GV1888 GV1888.The horizontal coordinates were scaled from a topographic map and have GV1888.an estimated accuracy of +/- 6 seconds. GV1888 GV1888.The orthometric height was determined by differential leveling GV1888.and adjusted by the National Geodetic Survey in June 1991. GV1888 GV1888.The geoid height was determined by GEOID99. GV1888 GV1888.The dynamic height is computed by dividing the NAVD 88 GV1888.geopotential number by the normal gravity value computed on the GV1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1888.degrees latitude (g = 980.6199 gals.). GV1888 GV1888.The modeled gravity was interpolated from observed gravity values. GV1888 GV1888; North East Units Estimated Accuracy GV1888;SPC VA S - 1,082,760. 3,600,830. MT (+/- 180 meters Scaled) GV1888 GV1888 SUPERSEDED SURVEY CONTROL GV1888 GV1888 NGVD 29 - 33.837 (m) 111.01 (f) ADJUSTED 2 0 GV1888 GV1888.Superseded values are not recommended for survey control. GV1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1888.See file dsdata.txt to determine how the superseded data were derived. GV1888 GV1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG896056(NAD 83) GV1888_MARKER: DB = BENCH MARK DISK GV1888_SETTING: 36 = ABUTMENT GV1888_STAMPING: K 381 1959 GV1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV1888 GV1888 HISTORY - Date Condition Report By GV1888 HISTORY - 1959 MONUMENTED CGS GV1888 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1888 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1888 GV1888 STATION DESCRIPTION GV1888 GV1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1888'3.1 MI NE FROM CARSON. GV1888'ABOUT 3.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE GV1888'SCHOOL AT CARSON, IN THE TOP OF THE SOUTHEAST END OF SOUTHWEST GV1888'CONCRETE ABUTMENT OF NORTH BOUND TRAFFIC LANE OF INTERSTATE GV1888'HIGHWAY 95 BRIDGE OVER JONES HOLE SWAMP, 20 FEET EAST OF GV1888'CENTER LINE OF NORTH BOUND LANE AND ABOUT LEVEL WITH HIGHWAY. GV1888 GV1888 STATION RECOVERY (1998) GV1888 GV1888'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1888'MARK NOT FOUND. GV1888 GV1888 STATION RECOVERY (2003) GV1888 GV1888'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1888'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1892 *********************************************************************** GV1892 DESIGNATION - KILL GV1892 PID - GV1892 GV1892 STATE/COUNTY- VA/PRINCE GEORGE GV1892 USGS QUAD - CARSON (1987) GV1892 GV1892 *CURRENT SURVEY CONTROL GV1892 ___________________________________________________________________ GV1892* NAD 83(1993)- 37 02 16.66970(N) 077 23 30.13422(W) ADJUSTED GV1892* NAVD 88 - 45.105 (meters) 147.98 (feet) ADJUSTED GV1892 ___________________________________________________________________ GV1892 LAPLACE CORR- -2.57 (seconds) DEFLEC99 GV1892 GEOID HEIGHT- -33.88 (meters) GEOID99 GV1892 DYNAMIC HT - 45.072 (meters) 147.87 (feet) COMP GV1892 MODELED GRAV- 979,895.8 (mgal) NAVD 88 GV1892 GV1892 HORZ ORDER - SECOND GV1892 VERT ORDER - SECOND CLASS 0 GV1892 GV1892.The horizontal coordinates were established by classical geodetic methods GV1892.and adjusted by the National Geodetic Survey in September 1995. GV1892 GV1892.The orthometric height was determined by differential leveling GV1892.and adjusted by the National Geodetic Survey in June 1991. GV1892 GV1892.The Laplace correction was computed from DEFLEC99 derived deflections. GV1892 GV1892.The geoid height was determined by GEOID99. GV1892 GV1892.The dynamic height is computed by dividing the NAVD 88 GV1892.geopotential number by the normal gravity value computed on the GV1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1892.degrees latitude (g = 980.6199 gals.). GV1892 GV1892.The modeled gravity was interpolated from observed gravity values. GV1892 GV1892; North East Units Scale Converg. GV1892;SPC VA S - 1,078,774.566 3,598,596.190 MT 0.99996184 +0 40 21.5 GV1892;UTM 18 - 4,101,758.954 287,284.329 MT 1.00015744 -1 26 28.2 GV1892 GV1892: Primary Azimuth Mark Grid Az GV1892:SPC VA S - CARSON 001 32 15.2 GV1892:UTM 18 - CARSON 003 39 04.9 GV1892 GV1892|---------------------------------------------------------------------| GV1892| PID Reference Object Distance Geod. Az | GV1892| dddmmss.s | GV1892| GV1923 CARSON APPROX. 2.7 KM 0021236.7 | GV1892| GV1891 KILL RM 1 26.448 METERS 02743 | GV1892| GV1893 KILL RM 2 26.463 METERS 27454 | GV1892|---------------------------------------------------------------------| GV1892 GV1892 SUPERSEDED SURVEY CONTROL GV1892 GV1892 NAD 83(1986)- 37 02 16.67619(N) 077 23 30.15317(W) AD( ) 2 GV1892 NAD 27 - 37 02 16.13380(N) 077 23 31.22660(W) AD( ) 2 GV1892 NGVD 29 - 45.456 (m) 149.13 (f) ADJUSTED 2 0 GV1892 GV1892.Superseded values are not recommended for survey control. GV1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1892.See file dsdata.txt to determine how the superseded data were derived. GV1892 GV1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG8728401759(NAD 83) GV1892_MARKER: DS = TRIANGULATION STATION DISK GV1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1892_STAMPING: KILL 1959 GV1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1892+STABILITY: SURFACE MOTION GV1892 GV1892 HISTORY - Date Condition Report By GV1892 HISTORY - 1959 MONUMENTED CGS GV1892 HISTORY - 1959 GOOD CGS GV1892 HISTORY - 1961 GOOD CGS GV1892 HISTORY - 1961 GOOD CGS GV1892 HISTORY - 1965 GOOD CGS GV1892 HISTORY - 19980609 GOOD USPSQD GV1892 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1892 GV1892 STATION DESCRIPTION GV1892 GV1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC) GV1892'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF PETERSBURG, GV1892'8 MILES NORTH OF STONY CREEK, 1 MILE NORTH OF THE SMALL GV1892'SETTLEMENT OF CARSON AND ON THE RIGHT-OF-WAY OF U.S. HIGHWAY GV1892'301. IT IS 1 FOOT EAST OF A FENCE LINE, 1.4 FEET SOUTH SOUTHEAST GV1892'OF A METAL WITNESS POST, 74 FEET WEST OF THE CENTER LINE OF THE GV1892'SOUTH BOUND LANE OF U.S. HIGHWAY 301, 72 FEET SOUTHWEST OF A GV1892'HIGH-LINE POLE NO. 15 AND 24 FEET SOUTHEAST OF A BILLBOARD GV1892'READING PETERSBURG MOTOR COURT. THE MARK IS SET FLUSH WITH GV1892'THE GROUND AND THE DISK IS STAMPED KILL 1959. GV1892' GV1892'REFERENCE MARK NO. 1 IS 37 FEET NORTH NORTHEAST OF THE NORTHEAST GV1892'CORNER OF A BILLBOARD READING JARRAT MOTEL., 46 FEET NORTHWEST GV1892'OF A HIGH-LINE POLE NO. 15, 73 FEET WEST OF THE CENTER LINE OF GV1892'THE SOUTH BOUND LANE OF U.S. HIGHWAY 301, 1 FOOT EAST OF A GV1892'FENCE LINE AND IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE GV1892'STATION MARK. THE MARK IS SET FLUSH WITH THE GROUND AND THE GV1892'DISK IS STAMPED KILL NO 1 1959. GV1892' GV1892'REFERENCE MARK NO. 2 IS 81 FEET WEST OF A FENCE LINE, 80 FEET GV1892'SOUTHWEST OF THE SOUTHWEST CORNER OF A BILLBOARD READING GV1892'PETERSBURG MOTOR COURT, 14 FEET NORTH OF A FENCE LINE AND IS GV1892'ABOUT THE SAME ELEVATION AS THE STATION MARK. THE MARK IS SET GV1892'FLUSH WITH THE GROUND AND THE DISK IS STAMPED KILL NO 2 1959. GV1892' GV1892'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 301 GV1892'AND STATE HIGHWAY 40 IN STONY CREEK, GO NORTHERLY ON U.S. HIGHWAY GV1892'301 FOR 6.15 MILES TO STATION ON LEFT OR WEST SIDE OF U.S. GV1892'HIGHWAY 301. GV1892' GV1892'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. GV1892 GV1892 STATION RECOVERY (1959) GV1892 GV1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 GV1892'AT CARSON. GV1892'AT CARSON, ABOUT 0.1 MILE EAST-SOUTHEAST OF THE SCHOOL, ABOUT GV1892'0.3 MILE NORTHEAST OF THE ATLANTIC COAST LINE RAILROAD STATION, GV1892'ABOUT 0.15 MILE SOUTH OF JUNCTION OF U.S. HIGHWAY 301 AND COUNTY GV1892'ROAD 623, 73 FEET WEST OF CENTER LINE OF SOUTH BOUND TRAFFIC GV1892'LANE OF HIGHWAY 301, 87 FEET SOUTH OF RM NO. 1, 87 FEET GV1892'EAST-SOUTHEAST OF RM NO. 2, 45 1/2 FEET WEST-SOUTHWEST OF TELEPHONE GV1892'POLE NO. 15 1/2. 1 1/2 FEET EAST OF A FENCE LINE, 1 1/2 FEET GV1892'SOUTH OF A STEEL WITNESS POST, ABOUT 6 FEET ABOVE LEVEL OF GV1892'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. GV1892 GV1892 STATION RECOVERY (1961) GV1892 GV1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE) GV1892'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GV1892'GOOD CONDITION. THE DESCRIPTION IS ADEQUATE AND COMPLETE. GV1892 GV1892 STATION RECOVERY (1961) GV1892 GV1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1892'RECOVERED IN GOOD CONDITION. GV1892 GV1892 STATION RECOVERY (1965) GV1892 GV1892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB) GV1892'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND TO GV1892'BE IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE GV1892'EXCEPT DESCRIPTION SHOULD READ IN THE SMALL SETTLEMENT OF CARSON GV1892'AND NOT 1 MILE NORTH. GV1892 GV1892 STATION RECOVERY (1998) GV1892 GV1892'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1892'RECOVERED IN GOOD CONDITION. GV1892 GV1892 STATION RECOVERY (2003) GV1892 GV1892'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1892'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1891 *********************************************************************** GV1891 DESIGNATION - KILL RM 1 GV1891 PID - GV1891 GV1891 STATE/COUNTY- VA/PRINCE GEORGE GV1891 USGS QUAD - CARSON (1987) GV1891 GV1891 *CURRENT SURVEY CONTROL GV1891 ___________________________________________________________________ GV1891* NAD 83(1986)- 37 02 17. (N) 077 23 30. (W) SCALED GV1891* NAVD 88 - 44.578 (meters) 146.25 (feet) ADJUSTED GV1891 ___________________________________________________________________ GV1891 GEOID HEIGHT- -33.88 (meters) GEOID99 GV1891 DYNAMIC HT - 44.545 (meters) 146.14 (feet) COMP GV1891 MODELED GRAV- 979,895.8 (mgal) NAVD 88 GV1891 GV1891 VERT ORDER - SECOND CLASS 0 GV1891 GV1891.The horizontal coordinates were scaled from a topographic map and have GV1891.an estimated accuracy of +/- 6 seconds. GV1891 GV1891.The orthometric height was determined by differential leveling GV1891.and adjusted by the National Geodetic Survey in June 1991. GV1891 GV1891.The geoid height was determined by GEOID99. GV1891 GV1891.The dynamic height is computed by dividing the NAVD 88 GV1891.geopotential number by the normal gravity value computed on the GV1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1891.degrees latitude (g = 980.6199 gals.). GV1891 GV1891.The modeled gravity was interpolated from observed gravity values. GV1891 GV1891; North East Units Estimated Accuracy GV1891;SPC VA S - 1,078,790. 3,598,600. MT (+/- 180 meters Scaled) GV1891 GV1891 SUPERSEDED SURVEY CONTROL GV1891 GV1891 NGVD 29 - 44.929 (m) 147.40 (f) ADJUSTED 2 0 GV1891 GV1891.Superseded values are not recommended for survey control. GV1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1891.See file dsdata.txt to determine how the superseded data were derived. GV1891 GV1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG872017(NAD 83) GV1891_MARKER: DR = REFERENCE MARK DISK GV1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1891_STAMPING: KILL NO 1 1959 GV1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1891+STABILITY: SURFACE MOTION GV1891 GV1891 HISTORY - Date Condition Report By GV1891 HISTORY - 1959 MONUMENTED CGS GV1891 HISTORY - 1961 GOOD CGS GV1891 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1891 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1891 GV1891 STATION DESCRIPTION GV1891 GV1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1891'AT CARSON. GV1891'AT CARSON, 87 FEET NORTH OF TRIANGULATION STATION KILL, DESCRIBED, GV1891'72 1/2 FEET WEST OF SOUTH BOUND TRAFFIC LANE OF HIGHWAY 301, GV1891'106 FEET SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF A BARN, 73 FEET GV1891'NORTH-NORTHWEST OF POWER POLE NO. 15 1/2, 143 FEET NORTHEAST GV1891'OF RM NO. 2, 1 FOOT EAST OF A FENCE LINE, ABOUT 3 FEET ABOVE GV1891'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING GV1891'3 INCHES. GV1891 GV1891 STATION RECOVERY (1961) GV1891 GV1891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1891'RECOVERED IN GOOD CONDITION. GV1891 GV1891 STATION RECOVERY (1998) GV1891 GV1891'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1891'MARK NOT FOUND. GV1891 GV1891 STATION RECOVERY (2003) GV1891 GV1891'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1891'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1893 *********************************************************************** GV1893 DESIGNATION - KILL RM 2 GV1893 PID - GV1893 GV1893 STATE/COUNTY- VA/PRINCE GEORGE GV1893 USGS QUAD - CARSON (1987) GV1893 GV1893 *CURRENT SURVEY CONTROL GV1893 ___________________________________________________________________ GV1893* NAD 83(1986)- 37 02 17. (N) 077 23 30. (W) SCALED GV1893* NAVD 88 - 45.182 (meters) 148.23 (feet) ADJUSTED GV1893 ___________________________________________________________________ GV1893 GEOID HEIGHT- -33.88 (meters) GEOID99 GV1893 DYNAMIC HT - 45.149 (meters) 148.13 (feet) COMP GV1893 MODELED GRAV- 979,895.8 (mgal) NAVD 88 GV1893 GV1893 VERT ORDER - SECOND CLASS 0 GV1893 GV1893.The horizontal coordinates were scaled from a topographic map and have GV1893.an estimated accuracy of +/- 6 seconds. GV1893 GV1893.The orthometric height was determined by differential leveling GV1893.and adjusted by the National Geodetic Survey in June 1991. GV1893 GV1893.The geoid height was determined by GEOID99. GV1893 GV1893.The dynamic height is computed by dividing the NAVD 88 GV1893.geopotential number by the normal gravity value computed on the GV1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1893.degrees latitude (g = 980.6199 gals.). GV1893 GV1893.The modeled gravity was interpolated from observed gravity values. GV1893 GV1893; North East Units Estimated Accuracy GV1893;SPC VA S - 1,078,790. 3,598,600. MT (+/- 180 meters Scaled) GV1893 GV1893 SUPERSEDED SURVEY CONTROL GV1893 GV1893 NGVD 29 - 45.533 (m) 149.39 (f) ADJUSTED 2 0 GV1893 GV1893.Superseded values are not recommended for survey control. GV1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1893.See file dsdata.txt to determine how the superseded data were derived. GV1893 GV1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG872017(NAD 83) GV1893_MARKER: DR = REFERENCE MARK DISK GV1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1893_STAMPING: KILL NO 2 1959 GV1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1893+STABILITY: SURFACE MOTION GV1893 GV1893 HISTORY - Date Condition Report By GV1893 HISTORY - 1959 MONUMENTED CGS GV1893 HISTORY - 1961 GOOD CGS GV1893 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1893 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1893 GV1893 STATION DESCRIPTION GV1893 GV1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1893'AT CARSON. GV1893'AT CARSON, 87 FEET WEST OF STATION KILL, DESCRIBED, 143 FEET GV1893'SOUTHWEST OF RM NO. 1, 21 1/2 FEET EAST OF A 10-INCH FORKED GV1893'ELM TREE, 14 FEET NORTH-NORTHEAST OF A FENCE LINE, ABOUT 1 GV1893'FOOT ABOVE LEVEL OF STATION AND SET IN THE TOP OF A CONCRETE GV1893'POST PROJECTING 1 INCH. GV1893 GV1893 STATION RECOVERY (1961) GV1893 GV1893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1893'RECOVERED IN GOOD CONDITION. GV1893 GV1893 STATION RECOVERY (1998) GV1893 GV1893'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1893'MARK NOT FOUND. GV1893 GV1893 STATION RECOVERY (2003) GV1893 GV1893'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1893'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1904 *********************************************************************** GV1904 DESIGNATION - L 233 GV1904 PID - GV1904 GV1904 STATE/COUNTY- VA/PRINCE GEORGE GV1904 USGS QUAD - TEMPLETON (1974) GV1904 GV1904 *CURRENT SURVEY CONTROL GV1904 ___________________________________________________________________ GV1904* NAD 83(1986)- 37 03 57. (N) 077 20 04. (W) SCALED GV1904* NAVD 88 - 39.932 (meters) 131.01 (feet) POSTED GV1904 ___________________________________________________________________ GV1904 GEOID HEIGHT- -33.92 (meters) GEOID99 GV1904 DYNAMIC HT - 39.900 (meters) 130.91 (feet) COMP GV1904 MODELED GRAV- 979,901.0 (mgal) NAVD 88 GV1904 GV1904 VERT ORDER - * POSTED, Code E , SEE BELOW GV1904 GV1904.The horizontal coordinates were scaled from a topographic map and have GV1904.an estimated accuracy of +/- 6 seconds. GV1904 GV1904.The orthometric height was determined by differential leveling GV1904.and adjusted by the National Geodetic Survey in 1992. GV1904.* This is a POSTED BENCH MARK height. Code E indicates a distribution GV1904.rate of 4.1 thru 8.0 mm/km. GV1904 GV1904.The geoid height was determined by GEOID99. GV1904 GV1904.The dynamic height is computed by dividing the NAVD 88 GV1904.geopotential number by the normal gravity value computed on the GV1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1904.degrees latitude (g = 980.6199 gals.). GV1904 GV1904.The modeled gravity was interpolated from observed gravity values. GV1904 GV1904; North East Units Estimated Accuracy GV1904;SPC VA S - 1,081,930. 3,603,650. MT (+/- 180 meters Scaled) GV1904 GV1904 SUPERSEDED SURVEY CONTROL GV1904 GV1904 NGVD 29 - 40.271 (m) 132.12 (f) ADJUSTED 2 0 GV1904 GV1904.Superseded values are not recommended for survey control. GV1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1904.See file dsdata.txt to determine how the superseded data were derived. GV1904 GV1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG924047(NAD 83) GV1904_MARKER: DB = BENCH MARK DISK GV1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1904_STAMPING: L 233 1942 GV1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1904+STABILITY: SURFACE MOTION GV1904 GV1904 HISTORY - Date Condition Report By GV1904 HISTORY - 1942 MONUMENTED CGS GV1904 HISTORY - 1961 GOOD CGS GV1904 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1904 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1904 GV1904 STATION DESCRIPTION GV1904 GV1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1904'5 MI E FROM CARSON. GV1904'IN PRINCE GEORGE COUNTY, 5.0 MILES NORTHEAST ALONG STATE SECONDARY GV1904'ROADS 604 AND 638 FROM CARSON, DINWIDDIE COUNTY, AT THE CROSSING GV1904'OF STATE HIGHWAY 35, 51 FEET NORTHEAST OF THE CENTERLINE OF GV1904'THE STATE HIGHWAY, 64 FEET NORTHWEST OF THE NORTHWEST CORNER GV1904'OF THE FAIRVIEW SERVICE STATION, 25.5 FEET SOUTHWEST OF THE GV1904'SOUTHWEST CORNER OF A GARAGE, 22.5 FEET SOUTHWEST OF A REA GV1904'CO-OP POWERLINE POLE 1-107, AND IN LINE WITH THE REAR OF A GV1904'CHICKEN HOUSE. A STANDARD DISK, STAMPED L 233 1942 AND SET GV1904'IN THE TOP OF A CONCRETE POST. NOTE-- 51 FEET NORTHEAST OF GV1904'STATE HIGHWAY 35. THE ROCERY IS NOW TANNERS GROCERY. GV1904 GV1904 STATION RECOVERY (1998) GV1904 GV1904'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1904'MARK NOT FOUND. GV1904 GV1904 STATION RECOVERY (2003) GV1904 GV1904'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1904'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1889 *********************************************************************** GV1889 DESIGNATION - L 381 GV1889 PID - GV1889 GV1889 STATE/COUNTY- VA/PRINCE GEORGE GV1889 USGS QUAD - TEMPLETON (1974) GV1889 GV1889 *CURRENT SURVEY CONTROL GV1889 ___________________________________________________________________ GV1889* NAD 83(1986)- 37 03 52. (N) 077 22 21. (W) SCALED GV1889* NAVD 88 - 46.695 (meters) 153.20 (feet) ADJUSTED GV1889 ___________________________________________________________________ GV1889 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1889 DYNAMIC HT - 46.660 (meters) 153.08 (feet) COMP GV1889 MODELED GRAV- 979,894.6 (mgal) NAVD 88 GV1889 GV1889 VERT ORDER - SECOND CLASS 0 GV1889 GV1889.The horizontal coordinates were scaled from a topographic map and have GV1889.an estimated accuracy of +/- 6 seconds. GV1889 GV1889.The orthometric height was determined by differential leveling GV1889.and adjusted by the National Geodetic Survey in June 1991. GV1889 GV1889.The geoid height was determined by GEOID99. GV1889 GV1889.The dynamic height is computed by dividing the NAVD 88 GV1889.geopotential number by the normal gravity value computed on the GV1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1889.degrees latitude (g = 980.6199 gals.). GV1889 GV1889.The modeled gravity was interpolated from observed gravity values. GV1889 GV1889; North East Units Estimated Accuracy GV1889;SPC VA S - 1,081,730. 3,600,270. MT (+/- 180 meters Scaled) GV1889 GV1889 SUPERSEDED SURVEY CONTROL GV1889 GV1889 NGVD 29 - 47.043 (m) 154.34 (f) ADJUSTED 2 0 GV1889 GV1889.Superseded values are not recommended for survey control. GV1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1889.See file dsdata.txt to determine how the superseded data were derived. GV1889 GV1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG890046(NAD 83) GV1889_MARKER: DB = BENCH MARK DISK GV1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1889_STAMPING: L 381 1959 GV1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1889+STABILITY: SURFACE MOTION GV1889 GV1889 HISTORY - Date Condition Report By GV1889 HISTORY - 1959 MONUMENTED CGS GV1889 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1889 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1889 GV1889 STATION DESCRIPTION GV1889 GV1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1889'2.4 MI NE FROM CARSON. GV1889'ABOUT 2.4 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE GV1889'SCHOOL AT CARSON, NEAR THE TOP OF A GRADE, 48 FEET EAST OF GV1889'CENTER LINE OF NORTH BOUND TRAFFIC LANE, 14 FEET WEST OF A GV1889'12-INCH OAK TREE, 20 FEET NORTH OF CENTER LINE OF A DIM ROAD, GV1889'86 1/2 FEET SOUTH OF POWER POLE NO. 166, 1 1/2 FEET WEST OF A GV1889'STEEL WITNESS POST, ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY AND GV1889'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH. GV1889 GV1889 STATION RECOVERY (1998) GV1889 GV1889'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1889'MARK NOT FOUND. GV1889 GV1889 STATION RECOVERY (2003) GV1889 GV1889'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1889'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1885 *********************************************************************** GV1885 DESIGNATION - LEE GV1885 PID - GV1885 GV1885 STATE/COUNTY- VA/PRINCE GEORGE GV1885 USGS QUAD - TEMPLETON (1974) GV1885 GV1885 *CURRENT SURVEY CONTROL GV1885 ___________________________________________________________________ GV1885* NAD 83(1993)- 37 05 06.75662(N) 077 21 24.00078(W) ADJUSTED GV1885* NAVD 88 - 46.216 (meters) 151.63 (feet) ADJUSTED GV1885 ___________________________________________________________________ GV1885 LAPLACE CORR- -1.61 (seconds) DEFLEC99 GV1885 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1885 DYNAMIC HT - 46.182 (meters) 151.52 (feet) COMP GV1885 MODELED GRAV- 979,895.7 (mgal) NAVD 88 GV1885 GV1885 HORZ ORDER - SECOND GV1885 VERT ORDER - SECOND CLASS 0 GV1885 GV1885.The horizontal coordinates were established by classical geodetic methods GV1885.and adjusted by the National Geodetic Survey in September 1995. GV1885 GV1885.The orthometric height was determined by differential leveling GV1885.and adjusted by the National Geodetic Survey in June 1991. GV1885 GV1885.The Laplace correction was computed from DEFLEC99 derived deflections. GV1885 GV1885.The geoid height was determined by GEOID99. GV1885 GV1885.The dynamic height is computed by dividing the NAVD 88 GV1885.geopotential number by the normal gravity value computed on the GV1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1885.degrees latitude (g = 980.6199 gals.). GV1885 GV1885.The modeled gravity was interpolated from observed gravity values. GV1885 GV1885; North East Units Scale Converg. GV1885;SPC VA S - 1,084,054.487 3,601,649.507 MT 0.99995747 +0 41 38.1 GV1885;UTM 18 - 4,106,923.590 290,531.008 MT 1.00014055 -1 25 17.7 GV1885 GV1885: Primary Azimuth Mark Grid Az GV1885:SPC VA S - LEE AZ MK 353 51 04.4 GV1885:UTM 18 - LEE AZ MK 355 58 00.2 GV1885 GV1885|---------------------------------------------------------------------| GV1885| PID Reference Object Distance Geod. Az | GV1885| dddmmss.s | GV1885| GV1886 LEE RM 1 32.138 METERS 09957 | GV1885| GV1887 LEE RM 3 15.072 METERS 19503 | GV1885| GV1884 LEE RM 2 41.632 METERS 34455 | GV1885| GV1883 LEE AZ MK 3543242.5 | GV1885|---------------------------------------------------------------------| GV1885 GV1885 SUPERSEDED SURVEY CONTROL GV1885 GV1885 NAD 83(1986)- 37 05 06.76308(N) 077 21 24.01983(W) AD( ) 2 GV1885 NAD 27 - 37 05 06.22220(N) 077 21 25.09560(W) AD( ) 2 GV1885 NGVD 29 - 46.562 (m) 152.76 (f) ADJUSTED 2 0 GV1885 GV1885.Superseded values are not recommended for survey control. GV1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1885.See file dsdata.txt to determine how the superseded data were derived. GV1885 GV1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9053106924(NAD 83) GV1885_MARKER: DS = TRIANGULATION STATION DISK GV1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1885_STAMPING: LEE 1959 GV1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1885+STABILITY: SURFACE MOTION GV1885 GV1885 HISTORY - Date Condition Report By GV1885 HISTORY - 1959 MONUMENTED CGS GV1885 HISTORY - 1959 GOOD CGS GV1885 HISTORY - 1960 GOOD CGS GV1885 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1885 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1885 GV1885 STATION DESCRIPTION GV1885 GV1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC) GV1885'STATION IS LOCATED ABOUT 8 MILES SOUTH-SOUTHEAST OF PETERSBURG, GV1885'ABOUT 5 MILES NORTH-NORTHEAST OF STONY CREEK AND IN THE SOUTHEAST GV1885'ANGLE OF THE JUNCTION OF U.S. HIGHWAY 301 AND STATE HIGHWAY 35. GV1885' GV1885'STATION, STAMPED LEE 1959, IS SET FLUSH WITH THE SURFACE OF THE GV1885'GROUND. IT IS 75 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND GV1885'LANE OF U.S. HIGHWAY 301, 24.4 FEET NORTH OF THE WEST END OF A GV1885'BILL BOARD, 33 FEET SOUTH OF THE WEST END OF A BILL BOARD, GV1885'156 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35 AND 1.2 FEET GV1885'SOUTHWEST OF A C AND GS SIGN. GV1885' GV1885'R.M. 1, STAMPED LEE NO 1 1959, PROJECTS ABOUT 2 INCHES. IT IS 43 GV1885'FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 35, 4.2 FEET GV1885'SOUTHWEST OF POWER POLE 176, 2.5 FEET SOUTH-SOUTHEAST OF A GV1885'HIGHWAY RIGHT-OF-WAY POST AND ABOUT THE SAME ELEVATION OF THE GV1885'STATION. GV1885' GV1885'R.M. 2, STAMPED LEE NO 2 1959, CEMENTED IN THE TOP OF THE GV1885'NORTHEAST CORNER OF THE CONCRETE CULVERT IN THE SOUTHEAST ANGLE GV1885'OF THE ROAD. IT IS 29 FEET EAST OF THE CENTERLINE OF THE NORTH GV1885'BOUND LANE OF U.S. HIGHWAY 301, 81 FEET SOUTH OF THE CENTERLINE GV1885'OF STATE HIGHWAY 35 AND ABOUT 4 FEET BELOW THE ELEVATION OF THE GV1885'STATION. GV1885' GV1885'AZIMUTH MARK, STAMPED LEE 1959, PROJECTS ABOUT 4 INCHES. IT IS GV1885'28 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 301, 24 FEET GV1885'SOUTH OF THE CENTERLINE OF TRACK ROAD, 13.5 FEET SOUTHWEST OF GV1885'A TRIANGULAR BLAZED PINE TREE, 1.6 FEET WEST OF A C AND GS SIGN GV1885'AND ABOUT 1 FOOT BELOW THE ELEVATION OF THE HIGHWAY. GV1885' GV1885'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PETERSBURG, GV1885'WALNUT HILL STA., GO EASTERLY ON U.S. HIGHWAY 301 ALTERNATE FOR GV1885'0.2 MILE TO U.S. HIGHWAY 301, CONTINUE ON U.S. HIGHWAY 301 GV1885'(SOUTH) FOR 7.95 MILES TO A TRACK ROAD ON THE LEFT AND THE GV1885'AZIMUTH MARK AS DESCRIBED, CONTINUE SOUTH ON U.S. HIGHWAY 301 GV1885'FOR 0.5 MILE TO THE JUNCTION OF STATE HIGHWAY 35 ON THE LEFT GV1885'AND THE STATION IN THE SOUTHEAST ANGLE OF THE ROADS. GV1885' GV1885'HEIGHT OF LIGHT ABOVE STATION MARK 30.21 METERS. GV1885 GV1885 STATION RECOVERY (1959) GV1885 GV1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 GV1885'4.1 MI NE FROM CARSON. GV1885'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE GV1885'SCHOOL AT CARSON, ON THE TOP OF A SMALL KNOLL, ABOUT 62 YARDS GV1885'EAST OF INTERSTATE HIGHWAY 95 PRESENTLY UNDER CONSTRUCTION GV1885'(1959), 76 FEET EAST OF CENTER LINE OF NORTH BOUND TRAFFIC GV1885'LANE OF HIGHWAY 301, 137 FEET SOUTH OF RM NO. 2, 105 1/2 FEET GV1885'WEST OF RM NO. 1, 136 FEET WEST-SOUTHWEST OF CENTER LINE OF GV1885'STATE HIGHWAY 35, 110 1/2 FEET WEST OF POWER POLE NO. 2, 27 GV1885'FEET NORTH-NORTHWEST OF A CLUSTER OF FIVE 7-INCH WILD CHERRY GV1885'TREES, 1 1/2 FEET SOUTHWEST OF A STEEL WITNESS POST, ABOUT GV1885'3 1/2 FEET ABOVE LEVEL OF HIGHWAY 301 AND SET IN THE TOP OF GV1885'A CONCRETE POST PROJECTING 1 INCH. GV1885 GV1885 STATION RECOVERY (1960) GV1885 GV1885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (JCE) GV1885'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NO. 1 WERE GV1885'RECOVERED AS DESCRIBED, EXCEPT STATE HIGHWAY NO. 35 HAS BEEN GV1885'MOVED ABOUT 0.3 MILE SOUTH. REFERENCE MARK NO. 2 HAS BEEN COVERED GV1885'WITH ABOUT 5 FOOT OF DIRT AND WILL BE DESTROYED IN ABOUT ONE GV1885'YEAR TO MAKEROOM FOR A LARGER CULVERT. A NEW REFERENCE MARK NO. GV1885'3 WAS ESTABLISHED AT THIS TIME AND A COMPLETE NEW DESCRIPTION GV1885'FOLLOWS-- GV1885' GV1885'STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF PETERSBURG AND GV1885'4 MILES NORTH OF CARSON ON THE EAST SIDE OF INTERSTATE HIGHWAY 95 GV1885'AND IN THE V FORMED BY U.S. HIGHWAY 301 AND THE ENTRANCE ROAD GV1885'TO HIGHWAY 301 FROM INTERSTATE HIGHWAY NO. 95. THE MARK IS GV1885'148 FEET WEST OF THE CENTER OF HIGHWAY 301, 41.5 FEET EAST OF GV1885'THE CENTER OF THE ENTRANCE ROAD, 24.5 FEET NORTH OF THE WEST GV1885'END OF A BILL BOARD AND 9 FEET EAST OF THE HIGHWAY RIGHT-OF-WAY GV1885'FENCE AND 2 FEET SOUTH OF A CGS WITNESS SIGN. THE MARK IS GV1885'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LEE 1959. (NOTE GV1885'1A, 7A). GV1885' GV1885'REFERENCE MARK NO. 1 IS 43 FEET WEST OF THE CENTER OF U.S. GV1885'HIGHWAY 301, AND 4.2 FEET WEST OF POWER POLE NO. 176. THE MARK GV1885'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED LEE NO 1 1959. GV1885'(NOTE 11A). GV1885' GV1885'REFERENCE MARK NO. 3 IS 51.5 FEET SOUTH OF THE CGS WITNESS GV1885'SIGN, 40 FEET EAST OF THE CENTER OF THE ENTRANCE ROAD AND 1.5 GV1885'FEET EAST OF THE WEST RIGHT-OF-WAY FENCELINE. THE MARK IS GV1885'FLUSH WITH THE GROUND AND THE DISK IS STAMPED LEE NO 3 1959. GV1885'(NOTE 11B). GV1885' GV1885'AZIMUTH MARK IS 0.45 MILES NORTH OF THE STATION ON THE EAST GV1885'SIDE OF HIGHWAY 301. IT IS 28 FEET EAST OF THE CENTER OF GV1885'THE HIGHWAY, 24 FEET SOUTH OF THE CENTER OF A DIRT ROAD AND GV1885'1.6 FEET WEST OF A CGS WITNESS SIGN. THE MARK PROJECTS ABOUT GV1885'3 INCHES AND THE DISK IS STAMPED LEE 1959. (NOTE 16A). GV1885' GV1885'TO REACH THE STATION FROM THE BRICK SCHOOL HOUSE IN CARSON GV1885'GO NORTH ON INTERSTATE HIGHWAY 95 FOR 3.8 MILES TO STATE GV1885'HIGHWAY 35 OVERPASS. CONTINUE ON INTERSTATE HIGHWAY 95 FOR GV1885'0.3 MILE TO THE ENTRANCE ROAD TO U.S. HIGHWAY 301 AND THE GV1885'STATION AS DESCRIBED. GV1885' GV1885'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON HIGHWAY GV1885'301 FOR 0.45 MILE TO THE MARK ON THE RIGHT AS DESCRIBED. GV1885 GV1885 STATION RECOVERY (1998) GV1885 GV1885'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1885'MARK NOT FOUND. GV1885 GV1885 STATION RECOVERY (2003) GV1885 GV1885'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1885'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1883 *********************************************************************** GV1883 DESIGNATION - LEE AZ MK GV1883 PID - GV1883 GV1883 STATE/COUNTY- VA/PRINCE GEORGE GV1883 USGS QUAD - TEMPLETON (1974) GV1883 GV1883 *CURRENT SURVEY CONTROL GV1883 ___________________________________________________________________ GV1883* NAD 83(1986)- 37 05 36. (N) 077 21 26. (W) SCALED GV1883* NAVD 88 - 44.934 (meters) 147.42 (feet) ADJUSTED GV1883 ___________________________________________________________________ GV1883 GEOID HEIGHT- -33.88 (meters) GEOID99 GV1883 DYNAMIC HT - 44.901 (meters) 147.31 (feet) COMP GV1883 MODELED GRAV- 979,895.2 (mgal) NAVD 88 GV1883 GV1883 VERT ORDER - SECOND CLASS 0 GV1883 GV1883.The horizontal coordinates were scaled from a topographic map and have GV1883.an estimated accuracy of +/- 6 seconds. GV1883 GV1883.The orthometric height was determined by differential leveling GV1883.and adjusted by the National Geodetic Survey in June 1991. GV1883 GV1883.The geoid height was determined by GEOID99. GV1883 GV1883.The dynamic height is computed by dividing the NAVD 88 GV1883.geopotential number by the normal gravity value computed on the GV1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1883.degrees latitude (g = 980.6199 gals.). GV1883 GV1883.The modeled gravity was interpolated from observed gravity values. GV1883 GV1883; North East Units Estimated Accuracy GV1883;SPC VA S - 1,084,960. 3,601,590. MT (+/- 180 meters Scaled) GV1883 GV1883 SUPERSEDED SURVEY CONTROL GV1883 GV1883 NGVD 29 - 45.279 (m) 148.55 (f) ADJUSTED 2 0 GV1883 GV1883.Superseded values are not recommended for survey control. GV1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1883.See file dsdata.txt to determine how the superseded data were derived. GV1883 GV1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG905078(NAD 83) GV1883_MARKER: DZ = AZIMUTH MARK DISK GV1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1883_STAMPING: LEE 1959 GV1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1883+STABILITY: SURFACE MOTION GV1883 GV1883 HISTORY - Date Condition Report By GV1883 HISTORY - 1959 MONUMENTED CGS GV1883 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1883 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1883 GV1883 STATION DESCRIPTION GV1883 GV1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1883'4.6 MI NE FROM CARSON. GV1883'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE GV1883'SCHOOL AT CARSON, THENCE ABOUT 0.55 MILE NORTH ALONG INTERSTATE GV1883'HIGHWAY 95, ABOUT 0.15 MILE SOUTH OF COUNTY ROAD 621, ABOUT GV1883'65 YARDS EAST AND ACROSS U.S. HIGHWAY 301 FROM THE CENTER LINE GV1883'OF INTERSTATE HIGHWAY 95 (UNDER CONSTRUCTION IN 1959), 29 FEET GV1883'EAST OF CENTER LINE OF HIGHWAY 301, 25 FEET SOUTH OF CENTER GV1883'LINE OF A DIM ROAD EAST, 13 FEET SOUTH-SOUTHWEST OF A GV1883'TRIANGULAR BLAZED 12-INCH PINE TREE, 2 FEET WEST OF A STEEL GV1883'WITNESS POST, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY 301 AND GV1883'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. GV1883 GV1883 STATION RECOVERY (1998) GV1883 GV1883'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1883'MARK NOT FOUND. GV1883 GV1883 STATION RECOVERY (2003) GV1883 GV1883'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1883'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1886 *********************************************************************** GV1886 DESIGNATION - LEE RM 1 GV1886 PID - GV1886 GV1886 STATE/COUNTY- VA/PRINCE GEORGE GV1886 USGS QUAD - TEMPLETON (1974) GV1886 GV1886 *CURRENT SURVEY CONTROL GV1886 ___________________________________________________________________ GV1886* NAD 83(1986)- 37 05 07. (N) 077 21 24. (W) SCALED GV1886* NAVD 88 - 45.837 (meters) 150.38 (feet) ADJUSTED GV1886 ___________________________________________________________________ GV1886 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1886 DYNAMIC HT - 45.804 (meters) 150.28 (feet) COMP GV1886 MODELED GRAV- 979,895.7 (mgal) NAVD 88 GV1886 GV1886 VERT ORDER - SECOND CLASS 0 GV1886 GV1886.The horizontal coordinates were scaled from a topographic map and have GV1886.an estimated accuracy of +/- 6 seconds. GV1886 GV1886.The orthometric height was determined by differential leveling GV1886.and adjusted by the National Geodetic Survey in June 1991. GV1886 GV1886.The geoid height was determined by GEOID99. GV1886 GV1886.The dynamic height is computed by dividing the NAVD 88 GV1886.geopotential number by the normal gravity value computed on the GV1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1886.degrees latitude (g = 980.6199 gals.). GV1886 GV1886.The modeled gravity was interpolated from observed gravity values. GV1886 GV1886; North East Units Estimated Accuracy GV1886;SPC VA S - 1,084,060. 3,601,650. MT (+/- 180 meters Scaled) GV1886 GV1886 SUPERSEDED SURVEY CONTROL GV1886 GV1886 NGVD 29 - 46.183 (m) 151.52 (f) ADJUSTED 2 0 GV1886 GV1886.Superseded values are not recommended for survey control. GV1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1886.See file dsdata.txt to determine how the superseded data were derived. GV1886 GV1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG905069(NAD 83) GV1886_MARKER: DR = REFERENCE MARK DISK GV1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1886_STAMPING: LEE NO 1 1959 GV1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1886+STABILITY: SURFACE MOTION GV1886 GV1886 HISTORY - Date Condition Report By GV1886 HISTORY - 1959 MONUMENTED CGS GV1886 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1886 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1886 GV1886 STATION DESCRIPTION GV1886 GV1886'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1886'4.1 MI NE FROM CARSON. GV1886'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE GV1886'SCHOOL AT CARSON, 105 1/2 FEET EAST OF STATION LEE, 205 FEET GV1886'SOUTHEAST OF RM NO. 2, 43 FEET WEST-SOUTHWEST OF CENTER LINE GV1886'OF STATE HIGHWAY 35, 4 1/2 FEET WEST-NORTHWEST OF POWER POLE GV1886'NO. 2, 3 FEET SOUTHWEST OF A HIGHWAY R/W MARKER POST, ABOUT GV1886'2 1/2 FEET ABOVE LEVEL OF HIGHWAY 35 AND SET IN THE TOP OF A GV1886'CONCRETE POST PROJECTING 1 INCH. GV1886 GV1886 STATION RECOVERY (1998) GV1886 GV1886'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1886'MARK NOT FOUND. GV1886 GV1886 STATION RECOVERY (2003) GV1886 GV1886'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1886'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1884 *********************************************************************** GV1884 DESIGNATION - LEE RM 2 GV1884 PID - GV1884 GV1884 STATE/COUNTY- VA/PRINCE GEORGE GV1884 USGS QUAD - TEMPLETON (1974) GV1884 GV1884 *CURRENT SURVEY CONTROL GV1884 ___________________________________________________________________ GV1884* NAD 83(1986)- 37 05 07. (N) 077 21 24. (W) SCALED GV1884* NAVD 88 - 44.499 (meters) 145.99 (feet) ADJUSTED GV1884 ___________________________________________________________________ GV1884 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1884 DYNAMIC HT - 44.466 (meters) 145.89 (feet) COMP GV1884 MODELED GRAV- 979,895.7 (mgal) NAVD 88 GV1884 GV1884 VERT ORDER - SECOND CLASS 0 GV1884 GV1884.The horizontal coordinates were scaled from a topographic map and have GV1884.an estimated accuracy of +/- 6 seconds. GV1884 GV1884.The orthometric height was determined by differential leveling GV1884.and adjusted by the National Geodetic Survey in June 1991. GV1884 GV1884.The geoid height was determined by GEOID99. GV1884 GV1884.The dynamic height is computed by dividing the NAVD 88 GV1884.geopotential number by the normal gravity value computed on the GV1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1884.degrees latitude (g = 980.6199 gals.). GV1884 GV1884.The modeled gravity was interpolated from observed gravity values. GV1884 GV1884; North East Units Estimated Accuracy GV1884;SPC VA S - 1,084,060. 3,601,650. MT (+/- 180 meters Scaled) GV1884 GV1884 SUPERSEDED SURVEY CONTROL GV1884 GV1884 NGVD 29 - 44.845 (m) 147.13 (f) ADJUSTED 2 0 GV1884 GV1884.Superseded values are not recommended for survey control. GV1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1884.See file dsdata.txt to determine how the superseded data were derived. GV1884 GV1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG905069(NAD 83) GV1884_MARKER: DR = REFERENCE MARK DISK GV1884_SETTING: 30 = CULVERT GV1884_STAMPING: LEE NO 2 1959 GV1884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1884 GV1884 HISTORY - Date Condition Report By GV1884 HISTORY - 1959 MONUMENTED CGS GV1884 HISTORY - 1961 POOR CGS GV1884 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1884 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1884 GV1884 STATION DESCRIPTION GV1884 GV1884'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1884'4.1 MI NE FROM CARSON. GV1884'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE GV1884'SCHOOL AT CARSON, INTHE TOP OF THE NORTHEAST END OF SOUTHEAST GV1884'CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER HIGHWAY 301, GV1884'137 FEET NORTH OF STATION LEE, 205 FEET NORTHWEST OF RM NO. 1, GV1884'28 FEET EAST OF CENTER LINE OF NORTH BOUND TRAFFIC LANE OF GV1884'HIGHWAY, 1/2 FOOT SOUTHWEST OF NORTHEAST END OF HEAD WALL AND GV1884'1 1/2 FEET BELOW LEVEL OF HIGHWAY. GV1884 GV1884 STATION RECOVERY (1961) GV1884 GV1884'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1884'MARK RECOVERED IN POOR CONDITION. GV1884 GV1884 STATION RECOVERY (1998) GV1884 GV1884'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1884'MARK NOT FOUND. GV1884 GV1884 STATION RECOVERY (2003) GV1884 GV1884'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1884'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1905 *********************************************************************** GV1905 DESIGNATION - M 233 GV1905 PID - GV1905 GV1905 STATE/COUNTY- VA/PRINCE GEORGE GV1905 USGS QUAD - TEMPLETON (1974) GV1905 GV1905 *CURRENT SURVEY CONTROL GV1905 ___________________________________________________________________ GV1905* NAD 83(1986)- 37 03 04. (N) 077 20 41. (W) SCALED GV1905* NAVD 88 - 26.354 (meters) 86.46 (feet) POSTED GV1905 ___________________________________________________________________ GV1905 GEOID HEIGHT- -33.93 (meters) GEOID99 GV1905 DYNAMIC HT - 26.330 (meters) 86.38 (feet) COMP GV1905 MODELED GRAV- 979,900.0 (mgal) NAVD 88 GV1905 GV1905 VERT ORDER - * POSTED, Code A , SEE BELOW GV1905 GV1905.The horizontal coordinates were scaled from a topographic map and have GV1905.an estimated accuracy of +/- 6 seconds. GV1905 GV1905.The orthometric height was determined by differential leveling GV1905.and adjusted by the National Geodetic Survey in 1992. GV1905.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1905.rate of 0.0 thru 1.0 mm/km. GV1905 GV1905.The geoid height was determined by GEOID99. GV1905 GV1905.The dynamic height is computed by dividing the NAVD 88 GV1905.geopotential number by the normal gravity value computed on the GV1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1905.degrees latitude (g = 980.6199 gals.). GV1905 GV1905.The modeled gravity was interpolated from observed gravity values. GV1905 GV1905; North East Units Estimated Accuracy GV1905;SPC VA S - 1,080,280. 3,602,760. MT (+/- 180 meters Scaled) GV1905 GV1905 SUPERSEDED SURVEY CONTROL GV1905 GV1905 NGVD 29 - 26.699 (m) 87.59 (f) ADJUSTED 2 0 GV1905 GV1905.Superseded values are not recommended for survey control. GV1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1905.See file dsdata.txt to determine how the superseded data were derived. GV1905 GV1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG914031(NAD 83) GV1905_MARKER: DB = BENCH MARK DISK GV1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1905_STAMPING: M 233 1942 GV1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1905+STABILITY: SURFACE MOTION GV1905 GV1905 HISTORY - Date Condition Report By GV1905 HISTORY - 1942 MONUMENTED CGS GV1905 HISTORY - 1961 GOOD CGS GV1905 HISTORY - 19980609 GOOD USPSQD GV1905 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1905 GV1905 STATION DESCRIPTION GV1905 GV1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1905'3.7 MI E FROM CARSON. GV1905'IN PRINCE GEORGE COUNTY, 3.7 MILES NORTHEAST ALONG STATE SECONDARY GV1905'ROAD 604 FROM CARSON, DINWIDDIE COUNTY, 100 FEET SOUTH OF A GV1905'BRIDGE OVER A SWAMP, AT THE JUNCTION OF STATE SECONDARY ROAD 638, GV1905'34 FEET EAST OF THE CENTERLINE OF THE NORTH FORK OF ROAD 604, GV1905'33 FEET WEST OF THE CENTERLINE OF ROAD 638, 55.5 FEET GV1905'NORTHEAST OF AN REA CO-OP POWERLINE POLE, AND IN THE CENTER GV1905'OF A TRIANGULAR PLOT OF GROUND BETWEEN THE ROADS. A STANDARD GV1905'DISK, STAMPED M 233 1942 AND SET IN THE TOP OF A CONCRETE POST. GV1905'NOTE-- 1 MILE NORTH ALONG HIGHWAY 604 FROM CARSON, THENCE EAST GV1905'2.7 MILE ALONG HIGHWAY 631, AT THE INTERSECTION OF HIGHWAYS GV1905'631 AND 638. IN AN ISLAND FORMED BY THE TWO HIGHWAYS. IT IS GV1905'2 FEET NORTHWEST OF A SIGN. GV1905 GV1905 STATION RECOVERY (1998) GV1905 GV1905'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1905'RECOVERED IN GOOD CONDITION. GV1905 GV1905 STATION RECOVERY (2003) GV1905 GV1905'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1905'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1890 *********************************************************************** GV1890 DESIGNATION - M 381 GV1890 PID - GV1890 GV1890 STATE/COUNTY- VA/PRINCE GEORGE GV1890 USGS QUAD - CARSON (1987) GV1890 GV1890 *CURRENT SURVEY CONTROL GV1890 ___________________________________________________________________ GV1890* NAD 83(1986)- 37 03 16. (N) 077 22 48. (W) SCALED GV1890* NAVD 88 - 46.064 (meters) 151.13 (feet) ADJUSTED GV1890 ___________________________________________________________________ GV1890 GEOID HEIGHT- -33.88 (meters) GEOID99 GV1890 DYNAMIC HT - 46.030 (meters) 151.02 (feet) COMP GV1890 MODELED GRAV- 979,894.8 (mgal) NAVD 88 GV1890 GV1890 VERT ORDER - SECOND CLASS 0 GV1890 GV1890.The horizontal coordinates were scaled from a topographic map and have GV1890.an estimated accuracy of +/- 6 seconds. GV1890 GV1890.The orthometric height was determined by differential leveling GV1890.and adjusted by the National Geodetic Survey in June 1991. GV1890 GV1890.The geoid height was determined by GEOID99. GV1890 GV1890.The dynamic height is computed by dividing the NAVD 88 GV1890.geopotential number by the normal gravity value computed on the GV1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1890.degrees latitude (g = 980.6199 gals.). GV1890 GV1890.The modeled gravity was interpolated from observed gravity values. GV1890 GV1890; North East Units Estimated Accuracy GV1890;SPC VA S - 1,080,620. 3,599,620. MT (+/- 180 meters Scaled) GV1890 GV1890 SUPERSEDED SURVEY CONTROL GV1890 GV1890 NGVD 29 - 46.413 (m) 152.27 (f) ADJUSTED 2 0 GV1890 GV1890.Superseded values are not recommended for survey control. GV1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1890.See file dsdata.txt to determine how the superseded data were derived. GV1890 GV1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG883035(NAD 83) GV1890_MARKER: DB = BENCH MARK DISK GV1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1890_STAMPING: M 381 1959 GV1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1890+STABILITY: SURFACE MOTION GV1890 GV1890 HISTORY - Date Condition Report By GV1890 HISTORY - 1959 MONUMENTED CGS GV1890 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1890 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1890 GV1890 STATION DESCRIPTION GV1890 GV1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1890'1.6 MI NE FROM CARSON. GV1890'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE GV1890'SCHOOL AT CARSON, AT THE JUNCTION OF COUNTY ROAD NO. 631, GV1890'57 FEET WEST OF CENTER LINE OF SOUTH BOUND TRAFFIC LANE OF GV1890'HIGHWAY, 99 1/2 FEET EAST OF POWER POLE NO. T 164, 139 1/2 GV1890'FEET NORTH OF NORTH CORNE OF PARKERS GROCERY STORE (A WHITE GV1890'FRAME BUILDING), 47 FEET NORTH OF CENTER LINE OF COUNTY ROAD GV1890'631, ABOUT LEVEL WITH HIGWAY 301 AND SET IN THE TOP OF A GV1890'CONCRETE POST PROJECTING 1 INCH. GV1890 GV1890 STATION RECOVERY (1998) GV1890 GV1890'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1890'MARK NOT FOUND. GV1890 GV1890 STATION RECOVERY (2003) GV1890 GV1890'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1890'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1906 *********************************************************************** GV1906 DESIGNATION - P 233 GV1906 PID - GV1906 GV1906 STATE/COUNTY- VA/PRINCE GEORGE GV1906 USGS QUAD - TEMPLETON (1974) GV1906 GV1906 *CURRENT SURVEY CONTROL GV1906 ___________________________________________________________________ GV1906* NAD 83(1986)- 37 03 17. (N) 077 22 21. (W) SCALED GV1906* NAVD 88 - 43.534 (meters) 142.83 (feet) POSTED GV1906 ___________________________________________________________________ GV1906 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1906 DYNAMIC HT - 43.500 (meters) 142.72 (feet) COMP GV1906 MODELED GRAV- 979,895.9 (mgal) NAVD 88 GV1906 GV1906 VERT ORDER - * POSTED, Code A , SEE BELOW GV1906 GV1906.The horizontal coordinates were scaled from a topographic map and have GV1906.an estimated accuracy of +/- 6 seconds. GV1906 GV1906.The orthometric height was determined by differential leveling GV1906.and adjusted by the National Geodetic Survey in 1992. GV1906.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1906.rate of 0.0 thru 1.0 mm/km. GV1906 GV1906.The geoid height was determined by GEOID99. GV1906 GV1906.The dynamic height is computed by dividing the NAVD 88 GV1906.geopotential number by the normal gravity value computed on the GV1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1906.degrees latitude (g = 980.6199 gals.). GV1906 GV1906.The modeled gravity was interpolated from observed gravity values. GV1906 GV1906; North East Units Estimated Accuracy GV1906;SPC VA S - 1,080,650. 3,600,280. MT (+/- 180 meters Scaled) GV1906 GV1906 SUPERSEDED SURVEY CONTROL GV1906 GV1906 NGVD 29 - 43.880 (m) 143.96 (f) ADJUSTED 2 0 GV1906 GV1906.Superseded values are not recommended for survey control. GV1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1906.See file dsdata.txt to determine how the superseded data were derived. GV1906 GV1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG890035(NAD 83) GV1906_MARKER: DB = BENCH MARK DISK GV1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1906_STAMPING: P 233 1942 GV1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1906+STABILITY: SURFACE MOTION GV1906 GV1906 HISTORY - Date Condition Report By GV1906 HISTORY - 1942 MONUMENTED CGS GV1906 HISTORY - 1961 MARK NOT FOUND CGS GV1906 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1906 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1906 GV1906 STATION DESCRIPTION GV1906 GV1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1906'2 MI E FROM CARSON. GV1906'IN PRINCE GEORGE COUNTY, 2.0 MILES NORTHEAST ALONG STATE SECONDARY GV1906'ROAD 604 FROM CARSON, DINWIDDIE COUNTY, 155 FEET SOUTH OF GV1906'THE SOUTHWEST CORNER OF A FARMHOUSE, 88 FEET EAST OF AN REA GV1906'COP-OP POWERLINE POLE, IN LINE WITH THE ROW OF POLES, 30.8 GV1906'FEET NORTH OF THE CENTERLINE OF THE COUNTY ROAD, AND 17.5 FEET GV1906'WEST OF A ROAD LEADING TO THE G.T. SWERTFEGER FARMHOUSE. A GV1906'STANDARD DISK, STAMPED P 233 1942 AND SET IN THE TOP OF A GV1906'CONCRETE POST. NOTE-- MARK IS BELIEVED LOST DUE TO FARM GV1906'CULTIVATION. ALL WITNESS POINTS HAVE BEEN REMOVED. GV1906 GV1906 STATION RECOVERY (1998) GV1906 GV1906'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1906'MARK NOT FOUND. GV1906 GV1906 STATION RECOVERY (2003) GV1906 GV1906'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1906'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1907 *********************************************************************** GV1907 DESIGNATION - Q 233 GV1907 PID - GV1907 GV1907 STATE/COUNTY- VA/PRINCE GEORGE GV1907 USGS QUAD - CARSON (1987) GV1907 GV1907 *CURRENT SURVEY CONTROL GV1907 ___________________________________________________________________ GV1907* NAD 83(1986)- 37 02 49. (N) 077 23 06. (W) SCALED GV1907* NAVD 88 - 42.186 (meters) 138.41 (feet) POSTED GV1907 ___________________________________________________________________ GV1907 GEOID HEIGHT- -33.88 (meters) GEOID99 GV1907 DYNAMIC HT - 42.150 (meters) 138.29 (feet) COMP GV1907 MODELED GRAV- 979,895.3 (mgal) NAVD 88 GV1907 GV1907 VERT ORDER - * POSTED, Code A , SEE BELOW GV1907 GV1907.The horizontal coordinates were scaled from a topographic map and have GV1907.an estimated accuracy of +/- 6 seconds. GV1907 GV1907.The orthometric height was determined by differential leveling GV1907.and adjusted by the National Geodetic Survey in 1992. GV1907.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1907.rate of 0.0 thru 1.0 mm/km. GV1907 GV1907.The geoid height was determined by GEOID99. GV1907 GV1907.The dynamic height is computed by dividing the NAVD 88 GV1907.geopotential number by the normal gravity value computed on the GV1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1907.degrees latitude (g = 980.6199 gals.). GV1907 GV1907.The modeled gravity was interpolated from observed gravity values. GV1907 GV1907; North East Units Estimated Accuracy GV1907;SPC VA S - 1,079,780. 3,599,180. MT (+/- 180 meters Scaled) GV1907 GV1907 SUPERSEDED SURVEY CONTROL GV1907 GV1907 NGVD 29 - 42.534 (m) 139.55 (f) ADJUSTED 2 0 GV1907 GV1907.Superseded values are not recommended for survey control. GV1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1907.See file dsdata.txt to determine how the superseded data were derived. GV1907 GV1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG879027(NAD 83) GV1907_MARKER: DB = BENCH MARK DISK GV1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1907_STAMPING: Q 233 1942 GV1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1907+STABILITY: SURFACE MOTION GV1907 GV1907 HISTORY - Date Condition Report By GV1907 HISTORY - 1942 MONUMENTED CGS GV1907 HISTORY - 1961 MARK NOT FOUND CGS GV1907 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1907 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1907 GV1907 STATION DESCRIPTION GV1907 GV1907'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 GV1907'2.1 MI NE FROM CARSON. GV1907'THIS MARK IS 2.1 MILES NORTHEAST OF CARSON, PRINCE GEORGE GV1907'COUNTY, ALONG HIGHWAY NUMBER 301, 0.4 MILE SOUTHWEST OF A LUNCH GV1907'STAND CALLED HIWA DINER, 65 FEET NORTHEAST OF THE HIGHWAY GV1907'NUMBER 301, 72 FEET NORTHEAST OF A 12 FOOT SIGN BOARD, 96.5 GV1907'FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM A TELEPHONE POLE GV1907'PAINTED USBM, IN LINE WITH A POWER LINE, ABOUT 4 FEET HIGHER GV1907'THAN THE HIGHWAY, A STANDARD DISK SET IN THE TOP OF A CONCRETE GV1907'POST. GV1907 GV1907 STATION RECOVERY (1961) GV1907 GV1907'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1907'MARK NOT FOUND. GV1907 GV1907 STATION RECOVERY (1998) GV1907 GV1907'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1907'MARK NOT FOUND. GV1907 GV1907 STATION RECOVERY (2003) GV1907 GV1907'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1907'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1908 *********************************************************************** GV1908 DESIGNATION - Q 233 RESET 1953 GV1908 PID - GV1908 GV1908 STATE/COUNTY- VA/PRINCE GEORGE GV1908 USGS QUAD - CARSON (1987) GV1908 GV1908 *CURRENT SURVEY CONTROL GV1908 ___________________________________________________________________ GV1908* NAD 83(1986)- 37 02 49. (N) 077 23 06. (W) SCALED GV1908* NAVD 88 - 42.64 (+/-2cm) 139.9 (feet) VERTCON GV1908 ___________________________________________________________________ GV1908 GEOID HEIGHT- -33.88 (meters) GEOID99 GV1908 GV1908 VERT ORDER - THIRD (See Below) GV1908 GV1908.The horizontal coordinates were scaled from a topographic map and have GV1908.an estimated accuracy of +/- 6 seconds. GV1908 GV1908.The NAVD 88 height was computed by applying the VERTCON shift value to GV1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GV1908.The vertical order pertains to the superseded datum. GV1908 GV1908.The geoid height was determined by GEOID99. GV1908 GV1908; North East Units Estimated Accuracy GV1908;SPC VA S - 1,079,780. 3,599,180. MT (+/- 180 meters Scaled) GV1908 GV1908 SUPERSEDED SURVEY CONTROL GV1908 GV1908 NGVD 29 - 42.99 (m) 141.0 (f) RESET 3 GV1908 GV1908.Superseded values are not recommended for survey control. GV1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1908.See file dsdata.txt to determine how the superseded data were derived. GV1908 GV1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG879027(NAD 83) GV1908_MARKER: DB = BENCH MARK DISK GV1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1908_STAMPING: Q 233 RESET 1953 GV1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1908+STABILITY: SURFACE MOTION GV1908 GV1908 HISTORY - Date Condition Report By GV1908 HISTORY - 1953 MONUMENTED VADH GV1908 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1908 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1908 GV1908 STATION DESCRIPTION GV1908 GV1908'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1953 GV1908'0.3 MI NE FROM CARSON. GV1908'IN PRINCE GEORGE COUNTY, 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY GV1908'301 FROM THE INTERSECTION OF STATE SECONDARY HIGHWAY 623 AT GV1908'CARSON, DINWIDDIE COUNTY, 0.5 MILE SOUTHWEST OF MITCHELLS DINER, GV1908'109.0 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH-BOUND LANE, GV1908'AND 2.0 FEET NORTH OF A YELLOW PAINTED CEDAR POST. A STANDARD GV1908'DISK, STAMPED Q 233 RESET 1953 AND SET IN THE TOP OF A CONCRETE GV1908'POST. GV1908 GV1908 STATION RECOVERY (1998) GV1908 GV1908'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1908'MARK NOT FOUND. GV1908 GV1908 STATION RECOVERY (2003) GV1908 GV1908'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1908'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1926 *********************************************************************** GV1926 DESIGNATION - Q 234 GV1926 PID - GV1926 GV1926 STATE/COUNTY- VA/PRINCE GEORGE GV1926 USGS QUAD - CARSON (1987) GV1926 GV1926 *CURRENT SURVEY CONTROL GV1926 ___________________________________________________________________ GV1926* NAD 83(1986)- 37 02 38. (N) 077 23 21. (W) SCALED GV1926* NAVD 88 - 46.092 (meters) 151.22 (feet) POSTED GV1926 ___________________________________________________________________ GV1926 GEOID HEIGHT- -33.88 (meters) GEOID99 GV1926 DYNAMIC HT - 46.060 (meters) 151.12 (feet) COMP GV1926 MODELED GRAV- 979,895.2 (mgal) NAVD 88 GV1926 GV1926 VERT ORDER - * POSTED, Code B , SEE BELOW GV1926 GV1926.The horizontal coordinates were scaled from a topographic map and have GV1926.an estimated accuracy of +/- 6 seconds. GV1926 GV1926.The orthometric height was determined by differential leveling GV1926.and adjusted by the National Geodetic Survey in 1992. GV1926.* This is a POSTED BENCH MARK height. Code B indicates a distribution GV1926.rate of 1.1 thru 2.0 mm/km. GV1926 GV1926.The geoid height was determined by GEOID99. GV1926 GV1926.The dynamic height is computed by dividing the NAVD 88 GV1926.geopotential number by the normal gravity value computed on the GV1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1926.degrees latitude (g = 980.6199 gals.). GV1926 GV1926.The modeled gravity was interpolated from observed gravity values. GV1926 GV1926; North East Units Estimated Accuracy GV1926;SPC VA S - 1,079,440. 3,598,810. MT (+/- 180 meters Scaled) GV1926 GV1926 SUPERSEDED SURVEY CONTROL GV1926 GV1926 NGVD 29 - 46.441 (m) 152.37 (f) ADJUSTED 2 0 GV1926 GV1926.Superseded values are not recommended for survey control. GV1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1926.See file dsdata.txt to determine how the superseded data were derived. GV1926 GV1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG875024(NAD 83) GV1926_MARKER: DB = BENCH MARK DISK GV1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1926_STAMPING: Q 234 1942 GV1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1926+STABILITY: SURFACE MOTION GV1926 GV1926 HISTORY - Date Condition Report By GV1926 HISTORY - 1942 MONUMENTED CGS GV1926 HISTORY - 1988 MARK NOT FOUND USPSQD GV1926 HISTORY - 19980609 GOOD USPSQD GV1926 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1926 GV1926 STATION DESCRIPTION GV1926 GV1926'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 GV1926'0.6 MI N FROM CARSON. GV1926'IN PRINCE GEORGE COUNTY, 0.6 MILE NORTH ALONG STATE SECONDARY GV1926'ROAD 621 FROM THE ATLANTIC COAST LINE RAILROAD STATION AT GV1926'CARSON, DINWIDDIE COUNTY, 0.1 MILE WEST OF U.S. HIGHWAY 301, GV1926'AT A LARGE WHICH HOUSE, 100 FEET SOUTHWEST OF THE SOUTHWEST GV1926'CORNER, 76 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL HOUSE GV1926'IN THE SOUTHEAST CORNER OF THE SAME YARD, AND 17 FEET NORTH GV1926'OF THE CENTERLINE OF A SMALL DIRT ROAD. A STANDARD DISK, GV1926'STAMPED Q 234 1942 AND SET IN THE TOP OF A CONCRETE POST ABOUT GV1926'FLUSH WITH THE GROUND. GV1926 GV1926 STATION RECOVERY (1988) GV1926 GV1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (GES) GV1926'MARK NOT FOUND. GV1926 GV1926 STATION RECOVERY (1998) GV1926 GV1926'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1926'RECOVERED IN GOOD CONDITION. GV1926 GV1926 STATION RECOVERY (2003) GV1926 GV1926'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1926'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1894 *********************************************************************** GV1894 DESIGNATION - R 234 GV1894 PID - GV1894 GV1894 STATE/COUNTY- VA/PRINCE GEORGE GV1894 USGS QUAD - CARSON (1987) GV1894 GV1894 *CURRENT SURVEY CONTROL GV1894 ___________________________________________________________________ GV1894* NAD 83(1986)- 37 01 23. (N) 077 23 33. (W) SCALED GV1894* NAVD 88 - 31.337 (meters) 102.81 (feet) ADJUSTED GV1894 ___________________________________________________________________ GV1894 GEOID HEIGHT- -33.89 (meters) GEOID99 GV1894 DYNAMIC HT - 31.314 (meters) 102.74 (feet) COMP GV1894 MODELED GRAV- 979,898.1 (mgal) NAVD 88 GV1894 GV1894 VERT ORDER - SECOND CLASS 0 GV1894 GV1894.The horizontal coordinates were scaled from a topographic map and have GV1894.an estimated accuracy of +/- 6 seconds. GV1894 GV1894.The orthometric height was determined by differential leveling GV1894.and adjusted by the National Geodetic Survey in June 1991. GV1894 GV1894.The geoid height was determined by GEOID99. GV1894 GV1894.The dynamic height is computed by dividing the NAVD 88 GV1894.geopotential number by the normal gravity value computed on the GV1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1894.degrees latitude (g = 980.6199 gals.). GV1894 GV1894.The modeled gravity was interpolated from observed gravity values. GV1894 GV1894; North East Units Estimated Accuracy GV1894;SPC VA S - 1,077,120. 3,598,550. MT (+/- 180 meters Scaled) GV1894 GV1894 SUPERSEDED SURVEY CONTROL GV1894 GV1894 NGVD 29 - 31.698 (m) 104.00 (f) ADJUSTED 2 0 GV1894 GV1894.Superseded values are not recommended for survey control. GV1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1894.See file dsdata.txt to determine how the superseded data were derived. GV1894 GV1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG871001(NAD 83) GV1894_MARKER: DB = BENCH MARK DISK GV1894_SETTING: 30 = CULVERT GV1894_STAMPING: R 234 1942 GV1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1894 GV1894 HISTORY - Date Condition Report By GV1894 HISTORY - 1942 MONUMENTED CGS GV1894 HISTORY - 1959 GOOD CGS GV1894 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1894 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1894 GV1894 STATION DESCRIPTION GV1894 GV1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1894'1 MI S FROM CARSON. GV1894'ABOUT 0.95 MILE SOUTH AOONG U.S. HIGHWAY 301 FROM THE POST GV1894'OFFICE AT CARSON, IN THE TOP OF SOUTH END OF WEST HEAD WALL OF GV1894'A 4-FOOT CONCRETE BOX CULVERT UNDER SOUTH BOUND LANE OF GV1894'HIGHWAY, 21 FEET WEST OF CENTER LINE OF SOUTH BOUND LANE AND GV1894'ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY. GV1894 GV1894 STATION RECOVERY (1998) GV1894 GV1894'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1894'MARK NOT FOUND. GV1894 GV1894 STATION RECOVERY (2003) GV1894 GV1894'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1894'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1618 *********************************************************************** GV1618 DESIGNATION - RV 38 NWRR GV1618 PID - GV1618 GV1618 STATE/COUNTY- VA/PRINCE GEORGE GV1618 USGS QUAD - PRINCE GEORGE (1994) GV1618 GV1618 *CURRENT SURVEY CONTROL GV1618 ___________________________________________________________________ GV1618* NAD 83(1986)- 37 08 21. (N) 077 15 09. (W) SCALED GV1618* NAVD 88 - 34.463 (meters) 113.07 (feet) POSTED GV1618 ___________________________________________________________________ GV1618 GEOID HEIGHT- -33.86 (meters) GEOID99 GV1618 DYNAMIC HT - 34.440 (meters) 112.99 (feet) COMP GV1618 MODELED GRAV- 979,919.1 (mgal) NAVD 88 GV1618 GV1618 VERT ORDER - * POSTED, Code A , SEE BELOW GV1618 GV1618.The horizontal coordinates were scaled from a topographic map and have GV1618.an estimated accuracy of +/- 6 seconds. GV1618 GV1618.The orthometric height was determined by differential leveling GV1618.and adjusted by the National Geodetic Survey in 1992. GV1618.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1618.rate of 0.0 thru 1.0 mm/km. GV1618 GV1618.The geoid height was determined by GEOID99. GV1618 GV1618.The dynamic height is computed by dividing the NAVD 88 GV1618.geopotential number by the normal gravity value computed on the GV1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1618.degrees latitude (g = 980.6199 gals.). GV1618 GV1618.The modeled gravity was interpolated from observed gravity values. GV1618 GV1618; North East Units Estimated Accuracy GV1618;SPC VA S - 1,090,160. 3,610,830. MT (+/- 180 meters Scaled) GV1618 GV1618 SUPERSEDED SURVEY CONTROL GV1618 GV1618 NGVD 29 - 34.798 (m) 114.17 (f) ADJUSTED 1 2 GV1618 GV1618.Superseded values are not recommended for survey control. GV1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1618.See file dsdata.txt to determine how the superseded data were derived. GV1618 GV1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG999126(NAD 83) GV1618_MARKER: R = RIVET GV1618_SETTING: 30 = CULVERT GV1618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1618 GV1618 HISTORY - Date Condition Report By GV1618 HISTORY - UNK MONUMENTED NWRR GV1618 HISTORY - 1932 GOOD CGS GV1618 HISTORY - 1963 GOOD CGS GV1618 HISTORY - 19980422 MARK NOT FOUND USPSQD GV1618 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1618 GV1618 STATION DESCRIPTION GV1618 GV1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 GV1618'1.5 MI NW FROM DISPUTANTA. GV1618'1.5 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM THE GV1618'STATION AT DISPUTANTA, PRINCE GEORGE COUNTY, 10 RAILS SOUTHEAST GV1618'OF SEMAPHORE 703, AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST GV1618'END OF THE COPING, AND 2.6 FEET NORTHWEST OF THE CENTER LINE OF THE GV1618'CULVERT. A STANDARD MONEL-METAL RIVET. GV1618 GV1618 STATION RECOVERY (1963) GV1618 GV1618'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 GV1618'RECOVERED IN GOOD CONDITION. GV1618 GV1618 STATION RECOVERY (1998) GV1618 GV1618'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1618'MARK NOT FOUND. GV1618 GV1618 STATION RECOVERY (2003) GV1618 GV1618'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1618' GV1618' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1623 *********************************************************************** GV1623 DESIGNATION - RV 40 NWRR GV1623 PID - GV1623 GV1623 STATE/COUNTY- VA/PRINCE GEORGE GV1623 USGS QUAD - PRINCE GEORGE (1994) GV1623 GV1623 *CURRENT SURVEY CONTROL GV1623 ___________________________________________________________________ GV1623* NAD 83(1986)- 37 09 32. (N) 077 16 59. (W) SCALED GV1623* NAVD 88 - 38.049 (meters) 124.83 (feet) POSTED GV1623 ___________________________________________________________________ GV1623 GEOID HEIGHT- -33.83 (meters) GEOID99 GV1623 DYNAMIC HT - 38.020 (meters) 124.74 (feet) COMP GV1623 MODELED GRAV- 979,914.3 (mgal) NAVD 88 GV1623 GV1623 VERT ORDER - * POSTED, Code B , SEE BELOW GV1623 GV1623.The horizontal coordinates were scaled from a topographic map and have GV1623.an estimated accuracy of +/- 6 seconds. GV1623 GV1623.The orthometric height was determined by differential leveling GV1623.and adjusted by the National Geodetic Survey in 1992. GV1623.* This is a POSTED BENCH MARK height. Code B indicates a distribution GV1623.rate of 1.1 thru 2.0 mm/km. GV1623 GV1623.The geoid height was determined by GEOID99. GV1623 GV1623.The dynamic height is computed by dividing the NAVD 88 GV1623.geopotential number by the normal gravity value computed on the GV1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1623.degrees latitude (g = 980.6199 gals.). GV1623 GV1623.The modeled gravity was interpolated from observed gravity values. GV1623 GV1623; North East Units Estimated Accuracy GV1623;SPC VA S - 1,092,310. 3,608,090. MT (+/- 180 meters Scaled) GV1623 GV1623 SUPERSEDED SURVEY CONTROL GV1623 GV1623 NGVD 29 - 38.383 (m) 125.93 (f) ADJUSTED 1 2 GV1623 GV1623.Superseded values are not recommended for survey control. GV1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1623.See file dsdata.txt to determine how the superseded data were derived. GV1623 GV1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG972149(NAD 83) GV1623_MARKER: R = RIVET GV1623_SETTING: 30 = COPING GV1623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1623 GV1623 HISTORY - Date Condition Report By GV1623 HISTORY - UNK MONUMENTED NWRR GV1623 HISTORY - 1932 GOOD CGS GV1623 HISTORY - 1963 GOOD CGS GV1623 HISTORY - 19980422 MARK NOT FOUND USPSQD GV1623 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1623 GV1623 STATION DESCRIPTION GV1623 GV1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1932 GV1623'3.7 MI NW FROM DISPUTANTA. GV1623'3.7 MILES NORTHWEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM GV1623'THE STATION AT DISPUTANTA, PRINCE GEORGE COUNTY, 0.4 MILE NORTHWEST GV1623'OF AN OVERHEAD HIGHWAY CROSSING, AT A CONCRETE CULVERT, IN THE TOP GV1623'OF THE SOUTHEAST END OF THE NORTHEAST COPING, AND ON THE NORTHEAST GV1623'SIDE OF THE TRACK. A STANDARD MONEL-METAL RIVET. GV1623 GV1623 STATION RECOVERY (1963) GV1623 GV1623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 GV1623'RECOVERED IN GOOD CONDITION. GV1623 GV1623 STATION RECOVERY (1998) GV1623 GV1623'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1623'MARK NOT FOUND. GV1623 GV1623 STATION RECOVERY (2003) GV1623 GV1623'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1623' GV1623' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1898 *********************************************************************** GV1898 DESIGNATION - S 234 GV1898 PID - GV1898 GV1898 STATE/COUNTY- VA/PRINCE GEORGE GV1898 USGS QUAD - CARSON (1987) GV1898 GV1898 *CURRENT SURVEY CONTROL GV1898 ___________________________________________________________________ GV1898* NAD 83(1986)- 37 00 35. (N) 077 23 34. (W) SCALED GV1898* NAVD 88 - 25.146 (meters) 82.50 (feet) ADJUSTED GV1898 ___________________________________________________________________ GV1898 GEOID HEIGHT- -33.91 (meters) GEOID99 GV1898 DYNAMIC HT - 25.127 (meters) 82.44 (feet) COMP GV1898 MODELED GRAV- 979,899.9 (mgal) NAVD 88 GV1898 GV1898 VERT ORDER - SECOND CLASS 0 GV1898 GV1898.The horizontal coordinates were scaled from a topographic map and have GV1898.an estimated accuracy of +/- 6 seconds. GV1898 GV1898.The orthometric height was determined by differential leveling GV1898.and adjusted by the National Geodetic Survey in June 1991. GV1898 GV1898.The geoid height was determined by GEOID99. GV1898 GV1898.The dynamic height is computed by dividing the NAVD 88 GV1898.geopotential number by the normal gravity value computed on the GV1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1898.degrees latitude (g = 980.6199 gals.). GV1898 GV1898.The modeled gravity was interpolated from observed gravity values. GV1898 GV1898; North East Units Estimated Accuracy GV1898;SPC VA S - 1,075,640. 3,598,540. MT (+/- 180 meters Scaled) GV1898 GV1898 SUPERSEDED SURVEY CONTROL GV1898 GV1898 NGVD 29 - 25.512 (m) 83.70 (f) ADJUSTED 2 0 GV1898 GV1898.Superseded values are not recommended for survey control. GV1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1898.See file dsdata.txt to determine how the superseded data were derived. GV1898 GV1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF871986(NAD 83) GV1898_MARKER: DB = BENCH MARK DISK GV1898_SETTING: 30 = CULVERT GV1898_STAMPING: S 234 1942 GV1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1898 GV1898 HISTORY - Date Condition Report By GV1898 HISTORY - 1942 MONUMENTED CGS GV1898 HISTORY - 1959 GOOD CGS GV1898 HISTORY - 1961 GOOD CGS GV1898 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1898 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1898 GV1898 STATION DESCRIPTION GV1898 GV1898'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1898'1.8 MI S FROM CARSON. GV1898'ABOUT 1.85 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE POST GV1898'OFFICE AT CARSON, IN THE TOP OF SOUTH END OF WEST HEAD WALL GV1898'OF A TWIN 6-FOOT CONCRETE BOX CULVERT UNDER SOUTH BOUND LANE GV1898'OF HIGHWAY, 18 FEET WEST OF CENTER LINE OF HIGHWAY, 130 FEET SOUTH GV1898'OF TELEPHONE POLE NO. 56, 1 1/2 FEET NORTH OF SOUTH END OF GV1898'HEAD WALL AND 1/2 FOOT BELOW LEVEL OF HIGHWAY. GV1898 GV1898 STATION RECOVERY (1961) GV1898 GV1898'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 GV1898'RECOVERED IN GOOD CONDITION. GV1898 GV1898 STATION RECOVERY (1998) GV1898 GV1898'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1898'MARK NOT FOUND. GV1898 GV1898 STATION RECOVERY (2003) GV1898 GV1898'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1898'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1853 *********************************************************************** GV1853 DESIGNATION - W 237 GV1853 PID - GV1853 GV1853 STATE/COUNTY- VA/PRINCE GEORGE GV1853 USGS QUAD - TEMPLETON (1974) GV1853 GV1853 *CURRENT SURVEY CONTROL GV1853 ___________________________________________________________________ GV1853* NAD 83(1986)- 37 02 34. (N) 077 18 42. (W) SCALED GV1853* NAVD 88 - 36.122 (meters) 118.51 (feet) POSTED GV1853 ___________________________________________________________________ GV1853 GEOID HEIGHT- -33.96 (meters) GEOID99 GV1853 DYNAMIC HT - 36.100 (meters) 118.44 (feet) COMP GV1853 MODELED GRAV- 979,905.0 (mgal) NAVD 88 GV1853 GV1853 VERT ORDER - * POSTED, Code A , SEE BELOW GV1853 GV1853.The horizontal coordinates were scaled from a topographic map and have GV1853.an estimated accuracy of +/- 6 seconds. GV1853 GV1853.The orthometric height was determined by differential leveling GV1853.and adjusted by the National Geodetic Survey in 1992. GV1853.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1853.rate of 0.0 thru 1.0 mm/km. GV1853 GV1853.The geoid height was determined by GEOID99. GV1853 GV1853.The dynamic height is computed by dividing the NAVD 88 GV1853.geopotential number by the normal gravity value computed on the GV1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1853.degrees latitude (g = 980.6199 gals.). GV1853 GV1853.The modeled gravity was interpolated from observed gravity values. GV1853 GV1853; North East Units Estimated Accuracy GV1853;SPC VA S - 1,079,400. 3,605,710. MT (+/- 180 meters Scaled) GV1853 GV1853 SUPERSEDED SURVEY CONTROL GV1853 GV1853 NGVD 29 - 36.462 (m) 119.63 (f) ADJUSTED 2 0 GV1853 GV1853.Superseded values are not recommended for survey control. GV1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1853.See file dsdata.txt to determine how the superseded data were derived. GV1853 GV1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG944021(NAD 83) GV1853_MARKER: DB = BENCH MARK DISK GV1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1853_STAMPING: W 237 1942 GV1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1853+STABILITY: SURFACE MOTION GV1853 GV1853 HISTORY - Date Condition Report By GV1853 HISTORY - 1942 MONUMENTED CGS GV1853 HISTORY - 1961 GOOD CGS GV1853 HISTORY - 19980609 GOOD USPSQD GV1853 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1853 GV1853 STATION DESCRIPTION GV1853 GV1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1853'10.7 MI N FROM HOMEVILLE. GV1853'IN PRINCE GEORGE COUNTY, 10.7 MILES NORTHWEST ALONG STATE GV1853'HIGHWAY 35 FROM THE INTERSECTION OF STATE HIGHWAY 40 AT HOMEVILLE, GV1853'SUSSEX COUNTY, 0.4 MILE NORTH OF THE COUNTY LINE, 62 FEET GV1853'NORTHEAST OF THE NORTHEAST CORNER OF A SMALL BROWN TIN-ROOFED GV1853'HOUSE, IN THE NORTHEAST CORNER OF THE YARD, 33 FEET SOUTHWEST OF GV1853'THE CENTERLINE OF THE HIGHWAY, 12 FEET SOUTH OF A POLE, AND IN GV1853'LINE WITH A NORTHEAST-AND-SOUTHWEST ROW OF PECAN TREES. A GV1853'STANDARD DISK, STAMPED W 237 1942 AND SET IN THE TOP OF A CONCRETE GV1853'POST. GV1853 GV1853 STATION RECOVERY (1998) GV1853 GV1853'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1853'RECOVERED IN GOOD CONDITION. GV1853 GV1853 STATION RECOVERY (2003) GV1853 GV1853'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1853'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV5407 *********************************************************************** GV5407 DESIGNATION - WARWICK GV5407 PID - GV5407 GV5407 STATE/COUNTY- VA/PRINCE GEORGE GV5407 USGS QUAD - TEMPLETON (1974) GV5407 GV5407 *CURRENT SURVEY CONTROL GV5407 ___________________________________________________________________ GV5407* NAD 83(1993)- 37 07 19.13598(N) 077 18 20.73857(W) ADJUSTED GV5407* NAVD 88 - 46. (meters) 151. (feet) SCALED GV5407 ___________________________________________________________________ GV5407 LAPLACE CORR- -0.44 (seconds) DEFLEC99 GV5407 GEOID HEIGHT- -33.87 (meters) GEOID99 GV5407 GV5407 HORZ ORDER - SECOND GV5407 GV5407.The horizontal coordinates were established by classical geodetic methods GV5407.and adjusted by the National Geodetic Survey in September 1995. GV5407 GV5407.The orthometric height was scaled from a topographic map. GV5407 GV5407.The Laplace correction was computed from DEFLEC99 derived deflections. GV5407 GV5407.The geoid height was determined by GEOID99. GV5407 GV5407; North East Units Scale Converg. GV5407;SPC VA S - 1,088,190.960 3,606,123.527 MT 0.99995453 +0 43 29.3 GV5407;UTM 18 - 4,110,892.721 295,155.519 MT 1.00011694 -1 23 31.4 GV5407 GV5407: Primary Azimuth Mark Grid Az GV5407:SPC VA S - WARWICK AZ MK 127 48 27.2 GV5407:UTM 18 - WARWICK AZ MK 129 55 27.9 GV5407 GV5407|---------------------------------------------------------------------| GV5407| PID Reference Object Distance Geod. Az | GV5407| dddmmss.s | GV5407| DC6530 WARWICK RM 2 24.090 METERS 06506 | GV5407| GV5400 DISPUTANTA COLUMBIA PEANUT TK APPROX. 6.5 KM 0860141.7 | GV5407| DC6528 WARWICK AZ MK 1283156.5 | GV5407| DC6529 WARWICK RM 1 25.479 METERS 34905 | GV5407|---------------------------------------------------------------------| GV5407 GV5407 SUPERSEDED SURVEY CONTROL GV5407 GV5407 NAD 83(1986)- 37 07 19.14207(N) 077 18 20.75770(W) AD( ) 2 GV5407 NAD 27 - 37 07 18.60200(N) 077 18 21.84100(W) AD( ) 2 GV5407 GV5407.Superseded values are not recommended for survey control. GV5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV5407.See file dsdata.txt to determine how the superseded data were derived. GV5407 GV5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9515610893(NAD 83) GV5407_MARKER: DS = TRIANGULATION STATION DISK GV5407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV5407 GV5407 HISTORY - Date Condition Report By GV5407 HISTORY - 1941 MONUMENTED CGS GV5407 HISTORY - 1953 GOOD AMS GV5407 HISTORY - 1961 GOOD CGS GV5407 HISTORY - 1965 GOOD CGS GV5407 HISTORY - 19980427 MARK NOT FOUND USPSQD GV5407 HISTORY - 20030302 MARK NOT FOUND USPSQD GV5407 GV5407 STATION DESCRIPTION GV5407 GV5407'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (PLB) GV5407'THIS STATION IS LOCATED ABOUT 9 MILES SE OF PETERSBURG, 4 MILES GV5407'NE OF TEMPLETON, 4.5 MILES W OF DISPUTANTA, ON THE TOP OF A GV5407'SMALL RIDGE IN FRONT OF THE HOUSE OF THE GEORGE JANEKA ESTATE. GV5407' GV5407'SURFACE MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF GV5407'CONCRETE PROJECTING ABOUT 1 INCH ABOVE THE GROUND ABOUT 23 GV5407'FEET NORTHEASTERLY OF A WIRE FENCE ALONG ROAD TO STATION AND GV5407'27 FEET NORTHWESTERLY OF DRIVE TO HOUSE. STAMPED WARWICK GV5407'1941. GV5407' GV5407'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, GV5407'AS DESCRIBED IN NOTE 7A. GV5407' GV5407'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN A SQUARE BLOCK GV5407'OF CONCRETE FLUSH WITH THE GROUND, ABOUT 36 FEET S OF A BARBED GV5407'WIRE FENCE, STAMPED WARWICK NO. 1 1941. GV5407' GV5407'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN A SQUARE BLOCK GV5407'OF CONCRETE FLUSH WITH THE GROUND, ABOUT 4 FEET S OF MAIN DRIVE GV5407'TO HOUSE, 1 FOOT N OF A WIRE FENCE, 4 FEET E OF A CEDAR TREE, GV5407'23 PACES W OF SW CORNER OF JANEKAS HOUSE, STAMPED WARWICK GV5407'NO. 2 1941. GV5407' GV5407'AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF GV5407'CONCRETE PROJECTING ABOUT 2 INCHES ABOVE THE GROUND ABOUT 0.25 GV5407'MILE S OF THE STATION ON COUNTY ROAD 626. IT IS ABOUT 24 FEET GV5407'FROM THE CENTER LINE OF THE ROAD ON THE RIGHT SIDE GOING FROM GV5407'THE STATION, STAMPED WARWICK 1941. GV5407' GV5407'REACHED FROM THE JUNCTIONS OF U.S. HIGHWAY 460 AND STATE GV5407'HIGHWAY 154 AT DISPUTANTA BY GOING W ON U.S. HIGHWAY 460 FOR GV5407'3.5 MILES, THEN TURN LEFT ON PAVED COUNTY ROAD 638 FOR 0.1 GV5407'MILE TO RAILROAD OVERPASS, THEN CONTINUE STRAIGHT AHEAD ON GV5407'GRAVEL ROAD 638 FOR 3.5 MILES TO COUNTY ROAD 626, TURN LEFT AND GV5407'GO 0.5 MILE TO STATION ON LEFT. GV5407 GV5407 STATION RECOVERY (1953) GV5407 GV5407'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1953 GV5407'THE MARK, A STANDARD U.S.C. AND G.S. DISK SET IN TOP OF A GV5407'CONCRETE POST WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. GV5407'THE MARK IS FLUSH WITH THE GROUND AND LEVEL WITH CENTERLINE GV5407'DRIVE, 3 FEET SW OF SW EDGE OF BUSH, 29.3 FEET NW OF CENTERLINE GV5407'DRIVE, 48 FEET NE OF CENTERLINE ROAD, 92 FEET SE OF SE EDGE GV5407'OF LARGE BUSH IN FENCE LINE. GV5407 GV5407 STATION RECOVERY (1961) GV5407 GV5407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE) GV5407'STATION AND ALL MARKS WERE FOUND IN GOOD CONDITION. A FEW GV5407'DIFFERENCES IN DIRECTIONS TO MARKS ARE LISTED BELOW. GV5407' GV5407'REFERENCE MARK NO. 1 IS 36 FEET EAST OF A WIRE FENCE, NOT GV5407'SOUTH. GV5407' GV5407'REFERENCE MARK NO. 2 IS 4 FEET EAST OF MAIN DRIVE, NOT SOUTH. GV5407' GV5407'AZIMUTH MARK IS 24 FEET SOUTH OF THE CENTER OF THE ROAD, 35 GV5407'FEET EAST OF A TELEPHONE POLE AND 1.5 FEET NORTH OF A CGS GV5407'WITNESS SIGN AND FLUSH WITH THE GROUND. GV5407 GV5407 STATION RECOVERY (1965) GV5407 GV5407'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB) GV5407'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND GV5407'TO BE IN GOOD CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE GV5407'EXCEPT THE WIRE FENCE AND THE CEDAR TREE NEAR REFERENCE MARK GV5407'NO. 2 ARE GONE. GV5407 GV5407 STATION RECOVERY (1998) GV5407 GV5407'RECOVERY NOTE BY US POWER SQUADRON 1998 GV5407'MARK NOT FOUND. GV5407 GV5407 STATION RECOVERY (2003) GV5407 GV5407'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV5407'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1875 *********************************************************************** GV1875 DESIGNATION - WOODY GV1875 PID - GV1875 GV1875 STATE/COUNTY- VA/PRINCE GEORGE GV1875 USGS QUAD - PRINCE GEORGE (1994) GV1875 GV1875 *CURRENT SURVEY CONTROL GV1875 ___________________________________________________________________ GV1875* NAD 83(1993)- 37 08 34.48975(N) 077 21 18.72606(W) ADJUSTED GV1875* NAVD 88 - 48.552 (meters) 159.29 (feet) ADJUSTED GV1875 ___________________________________________________________________ GV1875 LAPLACE CORR- -1.53 (seconds) DEFLEC99 GV1875 GEOID HEIGHT- -33.82 (meters) GEOID99 GV1875 DYNAMIC HT - 48.516 (meters) 159.17 (feet) COMP GV1875 MODELED GRAV- 979,897.7 (mgal) NAVD 88 GV1875 GV1875 HORZ ORDER - SECOND GV1875 VERT ORDER - SECOND CLASS 0 GV1875 GV1875.The horizontal coordinates were established by classical geodetic methods GV1875.and adjusted by the National Geodetic Survey in September 1995. GV1875 GV1875.The orthometric height was determined by differential leveling GV1875.and adjusted by the National Geodetic Survey in June 1991. GV1875 GV1875.The Laplace correction was computed from DEFLEC99 derived deflections. GV1875 GV1875.The geoid height was determined by GEOID99. GV1875 GV1875.The dynamic height is computed by dividing the NAVD 88 GV1875.geopotential number by the normal gravity value computed on the GV1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1875.degrees latitude (g = 980.6199 gals.). GV1875 GV1875.The modeled gravity was interpolated from observed gravity values. GV1875 GV1875; North East Units Scale Converg. GV1875;SPC VA S - 1,090,459.245 3,601,702.113 MT 0.99995304 +0 41 41.3 GV1875;UTM 18 - 4,113,323.219 290,820.164 MT 1.00013905 -1 25 21.4 GV1875 GV1875: Primary Azimuth Mark Grid Az GV1875:SPC VA S - PETERSBURG TNG SCH AND HOSP TK 294 16 59.8 GV1875:UTM 18 - PETERSBURG TNG SCH AND HOSP TK 296 24 02.5 GV1875 GV1875|---------------------------------------------------------------------| GV1875| PID Reference Object Distance Geod. Az | GV1875| dddmmss.s | GV1875| GV1876 WOODY RM 1 28.316 METERS 02738 | GV1875| GV1877 WOODY RM 2 27.903 METERS 13038 | GV1875| GV5419 PETERSBURG TNG SCH AND HOSP TK APPROX. 3.8 KM 2945841.1 | GV1875| GV1878 WOODY AZ MK 2991448.4 | GV1875|---------------------------------------------------------------------| GV1875 GV1875 SUPERSEDED SURVEY CONTROL GV1875 GV1875 NAD 83(1986)- 37 08 34.49652(N) 077 21 18.74530(W) AD( ) 2 GV1875 NAD 27 - 37 08 33.95780(N) 077 21 19.81950(W) AD( ) 2 GV1875 NGVD 29 - 48.891 (m) 160.40 (f) ADJUSTED 2 0 GV1875 GV1875.Superseded values are not recommended for survey control. GV1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1875.See file dsdata.txt to determine how the superseded data were derived. GV1875 GV1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG9082013323(NAD 83) GV1875_MARKER: DS = TRIANGULATION STATION DISK GV1875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1875_STAMPING: WOODY 1959 GV1875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1875+STABILITY: SURFACE MOTION GV1875 GV1875 HISTORY - Date Condition Report By GV1875 HISTORY - 1959 MONUMENTED CGS GV1875 HISTORY - 1959 GOOD CGS GV1875 HISTORY - 1965 GOOD CGS GV1875 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1875 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1875 GV1875 STATION DESCRIPTION GV1875 GV1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JCC) GV1875'STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF PETERSBURG, GV1875'6 MILES NORTHEAST OF CARSON AND ON THE PROPERTY OF MR. L.J. GV1875'MALON. GV1875' GV1875'STATION, STAMPED WOODY 1959, IS SET FLUSH WITH THE SURFACE OF THE GV1875'GROUND. IT IS 44.8 FEET NORTH OF A C AND GS SIGN, 45.4 FEET GV1875'NORTH OF POWER POLE 6, 24 FEET NORTH OF THE CENTERLINE OF THE GV1875'DRIVEWAY, 138.7 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE GV1875'AND 155.0 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE. GV1875' GV1875'R.M. 1, STAMPED WOODY NO 1 1959, IS SET FLUSH WITH THE SURFACE GV1875'OF THE GROUND. IT IS 118 FEET NORTHWEST OF THE NORTHWEST GV1875'CORNER OF THE HOUSE, 6 FEET WEST OF THE WEST ONE OF TWO SMALL GV1875'TREES AND ABOUT THE SAME ELEVATION AS THE STATION. GV1875' GV1875'R.M. 2, STAMPED WOODY NO 2 1959, IS SET FLUSH WITH THE SURFACE GV1875'OF THE GROUND. IT IS 84.5 FEET WEST OF THE SOUTHWEST CORNER GV1875'OF THE HOUSE, 66 FEET EAST OF POWER POLE 6, 29 FEET SOUTH OF GV1875'THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE AND ABOUT THE SAME GV1875'ELEVATION AS THE STATION. GV1875' GV1875'AZIMUTH MARK, STAMPED WOODY 1959, PROJECTS ABOUT 4 INCHES. IT IS GV1875'106 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 301, 2.0 FEET GV1875'NORTH OF POWER POLE 66 AND 1.8 FEET NORTH OF A C AND GS SIGN. GV1875' GV1875'TO REACH THE STATION FROM THE U.S. POST OFFICE IN PETERSBURG, GV1875'WALNUT HILL STA., GO EASTERLY ON U.S. HIGHWAY 301 ALTERNATE GV1875'FOR 0.2 MILE TO U.S. HIGHWAY 301, CONTINUE ON U.S. HIGHWAY 301 GV1875'(SOUTH) FOR 4.35 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE GV1875'SOUTH ON U.S. HIGHWAY 301 FOR 0.05 MILE TO A DRIVEWAY ON THE GV1875'RIGHT LEADING TO TWO WHITE HOUSES, TURN LEFT, GO EAST ON GV1875'DRIVEWAY FOR 0.15 MILE TO THE STATION ON THE LEFT, JUST BEFORE GV1875'REACHING THE HOUSES. GV1875' GV1875'HEIGHT OF LIGHT ABOVE STATION MARK 30.19 METERS. GV1875 GV1875 STATION RECOVERY (1959) GV1875 GV1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 GV1875'8.2 MI NE FROM CARSON. GV1875'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE SCHOOL GV1875'AT CARSON, THENCE ABOUT 4.05 MILES NORTH ALONG INTERSTATE GV1875'HIGHWAY 95, ABOUT 0.75 MILE SOUTH OF OVERPASS OVER COUNTY ROAD GV1875'626, ABOUT 140 YARDS NORTHEAST OF U.S. HIGHWAY 301 OVERPASS GV1875'OVER INTERSTATE HIGHWAY, 23 FEET NORTH OF CENTER LINE OF A GV1875'DRIVE TO A HOUSE, 139 FEET WEST OF NORTHWEST CORNER OF WHITE GV1875'FRAME HOUSE, 92 FEET NORTHWEST AND ACROSS DRIVE FROM RM NO. 2, GV1875'93 FEET SOUTHWEST OF RM NO. 1, 46 FEET NORTH AND ACROSS DRIVE GV1875'FROM POWER POLE NO. 6, 45 FEET NORTH OF A STEEL WITNESS POST, GV1875'ABOUT LEVEL WITH DRIVE AND SET IN THE TOP OF A CONCRETE GV1875'POST PROJECTING 1 INCH. GV1875 GV1875 STATION RECOVERY (1965) GV1875 GV1875'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (JCB) GV1875'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD GV1875'CONDITION. THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE GV1875'FOLLOWING CHANGES. THE DRIVEWAY TO HOUSES HAS BEEN RELOCATED GV1875'SO THAT THE STATION IS NOW 60 FEET NORTH OF CENTERLINE OF GV1875'DRIVEWAY, POWER POLE NUMBER 6 HAS BEEN REMOVED, AND STATION MARK GV1875'IS NOW ABOUT 2 INCHES BELOW THE SURFACE. THE AZIMUTH MARK IS GV1875'NOW IN THE LAWN OF A MOTEL AND PROJECTS ABOUT 1 FOOT. GV1875' GV1875'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 301 AND U.S. GV1875'HIGHWAY 301 ALTERNATE, WHICH IS 0.2 MILE EAST OF THE WALNUT HILL GV1875'STATION OF THE PETERSBURG POST OFFICE, GO SOUTH ON U.S. HIGHWAY GV1875'301 FOR 4.35 MILES TO THE AZIMUTH MARK ON LEFT OR EAST SIDE OF GV1875'HIGHWAY. CONTINUE SOUTHERLY ON U.S. HIGHWAY 301, CROSSING OVER GV1875'INTERSTATE 95, FOR 0.3 MILE TO SIDE ROAD LEFT. TURN LEFT AND GV1875'GO 0.15 MILE TO STATION ON RIGHT AS DESCRIBED. GV1875 GV1875 STATION RECOVERY (1998) GV1875 GV1875'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1875'MARK NOT FOUND. GV1875 GV1875 STATION RECOVERY (2003) GV1875 GV1875'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1875'THE AREA AROUND THIS STATION IS NOW A SUBDIVISION GV1875' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1878 *********************************************************************** GV1878 DESIGNATION - WOODY AZ MK GV1878 PID - GV1878 GV1878 STATE/COUNTY- VA/PRINCE GEORGE GV1878 USGS QUAD - PRINCE GEORGE (1994) GV1878 GV1878 *CURRENT SURVEY CONTROL GV1878 ___________________________________________________________________ GV1878* NAD 83(1986)- 37 08 40. (N) 077 21 28. (W) SCALED GV1878* NAVD 88 - 49.028 (meters) 160.85 (feet) ADJUSTED GV1878 ___________________________________________________________________ GV1878 GEOID HEIGHT- -33.81 (meters) GEOID99 GV1878 DYNAMIC HT - 48.992 (meters) 160.73 (feet) COMP GV1878 MODELED GRAV- 979,897.3 (mgal) NAVD 88 GV1878 GV1878 VERT ORDER - SECOND CLASS 0 GV1878 GV1878.The horizontal coordinates were scaled from a topographic map and have GV1878.an estimated accuracy of +/- 6 seconds. GV1878 GV1878.The orthometric height was determined by differential leveling GV1878.and adjusted by the National Geodetic Survey in June 1991. GV1878 GV1878.The geoid height was determined by GEOID99. GV1878 GV1878.The dynamic height is computed by dividing the NAVD 88 GV1878.geopotential number by the normal gravity value computed on the GV1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1878.degrees latitude (g = 980.6199 gals.). GV1878 GV1878.The modeled gravity was interpolated from observed gravity values. GV1878 GV1878; North East Units Estimated Accuracy GV1878;SPC VA S - 1,090,630. 3,601,470. MT (+/- 180 meters Scaled) GV1878 GV1878 SUPERSEDED SURVEY CONTROL GV1878 GV1878 NGVD 29 - 49.367 (m) 161.96 (f) ADJUSTED 2 0 GV1878 GV1878.Superseded values are not recommended for survey control. GV1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1878.See file dsdata.txt to determine how the superseded data were derived. GV1878 GV1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG905134(NAD 83) GV1878_MARKER: DZ = AZIMUTH MARK DISK GV1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1878_STAMPING: WOODY 1959 GV1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1878+STABILITY: SURFACE MOTION GV1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR GV1878+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2003 GV1878 GV1878 HISTORY - Date Condition Report By GV1878 HISTORY - 1959 MONUMENTED CGS GV1878 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1878 HISTORY - 20030302 GOOD USPSQD GV1878 GV1878 STATION DESCRIPTION GV1878 GV1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1878'8.4 MI NE FROM CARSON. GV1878'ABOUT 4.1 MILES NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE GV1878'SCHOOL AT CARSON, THENCE ABOUT 4.05 MILES NORTH ALONG INTERSTATE GV1878'HIGHWAY 95, THENCE ABOUT 0.2 MILE WEST ACROSS COUNTRY, ABOUT GV1878'0.1 MILE NORTHWEST OF U.S. HIGHWAY 301 OVERPASS OVER INTERSTATE GV1878'HIGHWAY 95, ALONG U.S. HIGHWAY 301, 102 FEET EAST OF CENTER GV1878'LINE OF HIGHWAY 301, 98 FEET SOUTH OF A LONE 24-INCH GUM TREE, GV1878'2 1/2 FEET NORTH OF POWER POLE NO. 66, 2 1/2 FEET NORTHEAST GV1878'OF A STEEL WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET GV1878'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. GV1878 GV1878 STATION RECOVERY (1998) GV1878 GV1878'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1878'MARK NOT FOUND. GV1878 GV1878 STATION RECOVERY (2003) GV1878 GV1878'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1878'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1876 *********************************************************************** GV1876 DESIGNATION - WOODY RM 1 GV1876 PID - GV1876 GV1876 STATE/COUNTY- VA/PRINCE GEORGE GV1876 USGS QUAD - PRINCE GEORGE (1994) GV1876 GV1876 *CURRENT SURVEY CONTROL GV1876 ___________________________________________________________________ GV1876* NAD 83(1986)- 37 08 34. (N) 077 21 18. (W) SCALED GV1876* NAVD 88 - 48.370 (meters) 158.69 (feet) ADJUSTED GV1876 ___________________________________________________________________ GV1876 GEOID HEIGHT- -33.82 (meters) GEOID99 GV1876 DYNAMIC HT - 48.334 (meters) 158.58 (feet) COMP GV1876 MODELED GRAV- 979,897.7 (mgal) NAVD 88 GV1876 GV1876 VERT ORDER - SECOND CLASS 0 GV1876 GV1876.The horizontal coordinates were scaled from a topographic map and have GV1876.an estimated accuracy of +/- 6 seconds. GV1876 GV1876.The orthometric height was determined by differential leveling GV1876.and adjusted by the National Geodetic Survey in June 1991. GV1876 GV1876.The geoid height was determined by GEOID99. GV1876 GV1876.The dynamic height is computed by dividing the NAVD 88 GV1876.geopotential number by the normal gravity value computed on the GV1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1876.degrees latitude (g = 980.6199 gals.). GV1876 GV1876.The modeled gravity was interpolated from observed gravity values. GV1876 GV1876; North East Units Estimated Accuracy GV1876;SPC VA S - 1,090,440. 3,601,720. MT (+/- 180 meters Scaled) GV1876 GV1876 SUPERSEDED SURVEY CONTROL GV1876 GV1876 NGVD 29 - 48.709 (m) 159.81 (f) ADJUSTED 2 0 GV1876 GV1876.Superseded values are not recommended for survey control. GV1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1876.See file dsdata.txt to determine how the superseded data were derived. GV1876 GV1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG908133(NAD 83) GV1876_MARKER: DR = REFERENCE MARK DISK GV1876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1876_STAMPING: WOODY NO 1 1959 GV1876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1876+STABILITY: SURFACE MOTION GV1876 GV1876 HISTORY - Date Condition Report By GV1876 HISTORY - 1959 MONUMENTED CGS GV1876 HISTORY - 19980427 MARK NOT FOUND USPSQD GV1876 HISTORY - 20030302 MARK NOT FOUND USPSQD GV1876 GV1876 STATION DESCRIPTION GV1876 GV1876'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 GV1876'8.2 MI NE FROM CARSON. GV1876'93 FEET NORTHEAST OF TRIANGULATION STATION WOODY, DESCRIBED, GV1876'145 FEET NORTH AND ACROSS DRIVE FROM RM NO. 2, 120 FEET GV1876'NORTHWEST OF NORTHWEST CORNER OF WHITE FRAME HOUSE, ABOUT LEVEL GV1876'WITH DRIVE AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH GV1876'WITH GROUND. GV1876 GV1876 STATION RECOVERY (1998) GV1876 GV1876'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1876'MARK NOT FOUND. GV1876 GV1876 STATION RECOVERY (2003) GV1876 GV1876'RECOVERY NOTE BY US POWER SQUADRON 2003 (CR) GV1876' GV1876' 1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 GV1854 *********************************************************************** GV1854 DESIGNATION - X 237 GV1854 PID - GV1854 GV1854 STATE/COUNTY- VA/PRINCE GEORGE GV1854 USGS QUAD - TEMPLETON (1974) GV1854 GV1854 *CURRENT SURVEY CONTROL GV1854 ___________________________________________________________________ GV1854* NAD 83(1986)- 37 03 07. (N) 077 19 10. (W) SCALED GV1854* NAVD 88 - 30.775 (meters) 100.97 (feet) POSTED GV1854 ___________________________________________________________________ GV1854 GEOID HEIGHT- -33.95 (meters) GEOID99 GV1854 DYNAMIC HT - 30.750 (meters) 100.89 (feet) COMP GV1854 MODELED GRAV- 979,903.8 (mgal) NAVD 88 GV1854 GV1854 VERT ORDER - * POSTED, Code A , SEE BELOW GV1854 GV1854.The horizontal coordinates were scaled from a topographic map and have GV1854.an estimated accuracy of +/- 6 seconds. GV1854 GV1854.The orthometric height was determined by differential leveling GV1854.and adjusted by the National Geodetic Survey in 1992. GV1854.* This is a POSTED BENCH MARK height. Code A indicates a distribution GV1854.rate of 0.0 thru 1.0 mm/km. GV1854 GV1854.The geoid height was determined by GEOID99. GV1854 GV1854.The dynamic height is computed by dividing the NAVD 88 GV1854.geopotential number by the normal gravity value computed on the GV1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 GV1854.degrees latitude (g = 980.6199 gals.). GV1854 GV1854.The modeled gravity was interpolated from observed gravity values. GV1854 GV1854; North East Units Estimated Accuracy GV1854;SPC VA S - 1,080,400. 3,605,010. MT (+/- 180 meters Scaled) GV1854 GV1854 SUPERSEDED SURVEY CONTROL GV1854 GV1854 NGVD 29 - 31.116 (m) 102.09 (f) ADJUSTED 2 0 GV1854 GV1854.Superseded values are not recommended for survey control. GV1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1854.See file dsdata.txt to determine how the superseded data were derived. GV1854 GV1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG937031(NAD 83) GV1854_MARKER: DB = BENCH MARK DISK GV1854_SETTING: 30 = CULVERT GV1854_STAMPING: X 237 1942 GV1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GV1854 GV1854 HISTORY - Date Condition Report By GV1854 HISTORY - 1942 MONUMENTED CGS GV1854 HISTORY - 1961 GOOD CGS GV1854 HISTORY - 19980609 MARK NOT FOUND USPSQD GV1854 HISTORY - 20030308 MARK NOT FOUND USPSQD GV1854 GV1854 STATION DESCRIPTION GV1854 GV1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 GV1854'11.5 MI N FROM HOMEVILLE. GV1854'IN PRINCE GEORGE COUNTY, 11.5 MILES NORTHWEST ALONG STATE GV1854'HIGHWAY 35 FROM THE INTERSECTION OF STATE HIGHWAY 40 AT HOMEVILLE, GV1854'SUSSEX COUNTY, AT A CONCRETE BOX CULVERT, IN THE SOUTHEAST END OF GV1854'THE NORTHEAST HEADWALL, 18 FEET NORTHEAST OF THE CENTERLINE OF GV1854'THE HIGHWAY, AND 1/2 FOOT LOWER THAN THE PAVEMENT. A STANDARD GV1854'DISK, STAMPED X 237 1942. GV1854 GV1854 STATION RECOVERY (1998) GV1854 GV1854'RECOVERY NOTE BY US POWER SQUADRON 1998 GV1854'MARK NOT FOUND. GV1854 GV1854 STATION RECOVERY (2003) GV1854 GV1854'RECOVERY NOTE BY US POWER SQUADRON 2003 (NMC) GV1854'MARK NOT FOUND.