1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HV7966 *********************************************************************** HV7966 DESIGNATION - J 462 RESET 1976 HV7966 PID - HV7966 HV7966 STATE/COUNTY- VA/CAROLINE HV7966 USGS QUAD - PORT ROYAL (1968) HV7966 HV7966 *CURRENT SURVEY CONTROL HV7966 ___________________________________________________________________ HV7966* NAD 83(1986)- 38 10 23. (N) 077 11 22. (W) SCALED HV7966* NAVD 88 - 7.24 (meters) 23.8 (feet) RESET HV7966 ___________________________________________________________________ HV7966 GEOID HEIGHT- -33.00 (meters) GEOID99 HV7966 HV7966 VERT ORDER - THIRD HV7966 HV7966.The horizontal coordinates were scaled from a topographic map and have HV7966.an estimated accuracy of +/- 6 seconds. HV7966 HV7966.The orthometric height was computed from unverified reset data. HV7966.No vertical observational check was made to the station. HV7966 HV7966.The geoid height was determined by GEOID99. HV7966 HV7966; North East Units Estimated Accuracy HV7966;SPC VA N - 2,057,030. 3,614,830. MT (+/- 180 meters Scaled) HV7966 HV7966 SUPERSEDED SURVEY CONTROL HV7966 HV7966 NGVD 29 - 7.49 (m) 24.6 (f) RESET 3 HV7966 HV7966.Superseded values are not recommended for survey control. HV7966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV7966.See file dsdata.txt to determine how the superseded data were derived. HV7966 HV7966_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH082272(NAD 83) HV7966_MARKER: DB = BENCH MARK DISK HV7966_SETTING: 36 = BRIDGE PARAPET HV7966_STAMPING: J 462 RESET 1976 HV7966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HV7966_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HV7966+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002 HV7966 HV7966 HISTORY - Date Condition Report By HV7966 HISTORY - 1976 MONUMENTED VADH HV7966 HISTORY - 19950831 GOOD USPSQD HV7966 HISTORY - 20020116 GOOD USPSQD HV7966 HV7966 STATION DESCRIPTION HV7966 HV7966'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1976 HV7966'0.9 MI NE FROM PORT ROYAL. HV7966'ABOUT 0.9 MILE NORTHEAST ALONG U.S. HIGHWAY 301 FROM THE HV7966'INTERSECTION OF U.S. HIGHWAY 17 AT PORT ROYAL, IN THE SOUTHWEST END HV7966'OF THE JAMES MADISON MEMORIAL HIGHWAY BRIDGE BUILT IN 1978, 37.0 FEET HV7966'SOUTHEAST OF THE CENTER OF THE MEDIAN BARRIER, SET IN THE TOP OF THE HV7966'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE, 0.5 FT HV7966'SOUTHEAST OF THE CONCRETE BRIDGE PARAPET, 0.2 FEET BELOW THE LEVEL OF HV7966'THE CENTER OF THE END OF THE BRIDGE. HV7966 HV7966 STATION RECOVERY (1995) HV7966 HV7966'RECOVERY NOTE BY US POWER SQUADRON 1995 HV7966'RECOVERED IN GOOD CONDITION. HV7966 HV7966 STATION RECOVERY (2002) HV7966 HV7966'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC) HV7966'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HV2923 *********************************************************************** HV2923 DESIGNATION - M 47 RESET 1951 HV2923 PID - HV2923 HV2923 STATE/COUNTY- VA/CAROLINE HV2923 USGS QUAD - PORT ROYAL (1968) HV2923 HV2923 *CURRENT SURVEY CONTROL HV2923 ___________________________________________________________________ HV2923* NAD 83(1986)- 38 07 44. (N) 077 08 14. (W) SCALED HV2923* NAVD 88 - 36.12 (meters) 118.5 (feet) RESET HV2923 ___________________________________________________________________ HV2923 GEOID HEIGHT- -33.16 (meters) GEOID99 HV2923 HV2923 VERT ORDER - THIRD HV2923 HV2923.The horizontal coordinates were scaled from a topographic map and have HV2923.an estimated accuracy of +/- 6 seconds. HV2923 HV2923.The orthometric height was computed from unverified reset data. HV2923.No vertical observational check was made to the station. HV2923 HV2923.The geoid height was determined by GEOID99. HV2923 HV2923; North East Units Estimated Accuracy HV2923;SPC VA N - 2,052,190. 3,619,480. MT (+/- 180 meters Scaled) HV2923 HV2923 SUPERSEDED SURVEY CONTROL HV2923 HV2923 NGVD 29 - 36.38 (m) 119.4 (f) RESET 3 HV2923 HV2923.Superseded values are not recommended for survey control. HV2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV2923.See file dsdata.txt to determine how the superseded data were derived. HV2923 HV2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH126222(NAD 83) HV2923_MARKER: DB = BENCH MARK DISK HV2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV2923_STAMPING: M 47 RESET 1951 HV2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV2923+STABILITY: SURFACE MOTION HV2923 HV2923 HISTORY - Date Condition Report By HV2923 HISTORY - 1951 MONUMENTED VADH HV2923 HISTORY - 1954 GOOD CGS HV2923 HISTORY - 1971 MARK NOT FOUND NGS HV2923 HISTORY - 1978 MARK NOT FOUND DMA HV2923 HISTORY - 19950831 MARK NOT FOUND USPSQD HV2923 HISTORY - 20020116 MARK NOT FOUND USPSQD HV2923 HV2923 STATION DESCRIPTION HV2923 HV2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 HV2923'4.4 MI SE FROM PORT ROYAL. HV2923'4.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION HV2923'OF STATE HIGHWAY 301 AT PORT ROYAL, CAROLINE COUNTY, 0.4 MILE HV2923'NORTH OF THE C.I. MOTHERSHEAD STORE AND SERVICE STATION, 136 FEET HV2923'EAST OF A PRIVATE ROAD ON THE NORTH SIDE OF THE HIGHWAY, 80 FEET HV2923'WEST OF A CROSS FENCE, 53 FEET SOUTH OF THE CENTER LINE OF THE HV2923'HIGHWAY AT SURVEY STATION 138+01, AND 8 FEET NORTH OF A FENCE HV2923'PARALLELING THE HIGHWAY. SET IN THE TOP OF A CONCRETE POST. HV2923'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED HV2923'BY ENGINEERS OF THE STATE DEPARTMENT OF HIGHWAYS IN FEBRUARY 1952. HV2923 HV2923 STATION RECOVERY (1971) HV2923 HV2923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 HV2923'MARK NOT FOUND. HV2923 HV2923 STATION RECOVERY (1978) HV2923 HV2923'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 HV2923'MARK NOT FOUND. HV2923 HV2923 STATION RECOVERY (1995) HV2923 HV2923'RECOVERY NOTE BY US POWER SQUADRON 1995 HV2923'MARK NOT FOUND. HV2923 HV2923 STATION RECOVERY (2002) HV2923 HV2923'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC) HV2923'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HV3127 *********************************************************************** HV3127 DESIGNATION - N 227 RESET 1952 HV3127 PID - HV3127 HV3127 STATE/COUNTY- VA/CAROLINE HV3127 USGS QUAD - GUINEA (1966) HV3127 HV3127 *CURRENT SURVEY CONTROL HV3127 ___________________________________________________________________ HV3127* NAD 83(1986)- 38 12 28. (N) 077 22 40. (W) SCALED HV3127* NAVD 88 - 63.55 (meters) 208.5 (feet) RESET HV3127 ___________________________________________________________________ HV3127 GEOID HEIGHT- -32.52 (meters) GEOID99 HV3127 HV3127 VERT ORDER - THIRD HV3127 HV3127.The horizontal coordinates were scaled from a topographic map and have HV3127.an estimated accuracy of +/- 6 seconds. HV3127 HV3127.The orthometric height was computed from unverified reset data. HV3127.No vertical observational check was made to the station. HV3127 HV3127.The geoid height was determined by GEOID99. HV3127 HV3127; North East Units Estimated Accuracy HV3127;SPC VA N - 2,060,660. 3,598,280. MT (+/- 180 meters Scaled) HV3127 HV3127 SUPERSEDED SURVEY CONTROL HV3127 HV3127 NGVD 29 - 64.13 (m) 210.4 (f) RESET 3 HV3127 HV3127.Superseded values are not recommended for survey control. HV3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3127.See file dsdata.txt to determine how the superseded data were derived. HV3127 HV3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH918315(NAD 83) HV3127_MARKER: DB = BENCH MARK DISK HV3127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3127_STAMPING: N 227 RESET 1952 HV3127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3127+STABILITY: SURFACE MOTION HV3127 HV3127 HISTORY - Date Condition Report By HV3127 HISTORY - 1952 MONUMENTED CGS HV3127 HISTORY - 1953 GOOD CGS HV3127 HISTORY - 19990304 MARK NOT FOUND USPSQD HV3127 HISTORY - 20020116 MARK NOT FOUND USPSQD HV3127 HV3127 STATION DESCRIPTION HV3127 HV3127'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 HV3127'0.8 MI NE FROM CORBIN. HV3127'0.8 MILE NORTHEAST ALONG RESERVATION ROAD 12 FROM THE POST OFFICE HV3127'AT CORBIN, CAROLINE COUNTY, 0.4 MILE NORTH OF THE JUNCTION HV3127'OF BURMA ROAD, AT THE SUMMIT OF A HILL, AT THE JUNCTION OF A PRIVATE HV3127'ROAD LEADING WEST OF A LARGE WHITE TWO-STORY FRAMEHOUSE, 89.2 HV3127'FEET WEST OF THE CENTER LINE OF THE HIGHWAY (1941 ROUTE), 13 HV3127'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 34.5 FEET NORTHEAST HV3127'OF A POLE. A STANDARD DISK, STAMPED N 227 RESET 1952 AND SET HV3127'IN THE TOP OF A CONCRETE POST. HV3127 HV3127 STATION RECOVERY (1953) HV3127 HV3127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 HV3127'RECOVERED IN GOOD CONDITION. HV3127 HV3127 STATION RECOVERY (1999) HV3127 HV3127'RECOVERY NOTE BY US POWER SQUADRON 1999 HV3127'MARK NOT FOUND. HV3127 HV3127 STATION RECOVERY (2002) HV3127 HV3127'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC) HV3127'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HV3178 *********************************************************************** HV3178 DESIGNATION - P 120 RESET 1951 HV3178 PID - HV3178 HV3178 STATE/COUNTY- VA/CAROLINE HV3178 USGS QUAD - PORT ROYAL (1968) HV3178 HV3178 *CURRENT SURVEY CONTROL HV3178 ___________________________________________________________________ HV3178* NAD 83(1986)- 38 09 06. (N) 077 12 51. (W) SCALED HV3178* NAVD 88 - 59.97 (meters) 196.8 (feet) RESET HV3178 ___________________________________________________________________ HV3178 GEOID HEIGHT- -32.94 (meters) GEOID99 HV3178 HV3178 VERT ORDER - THIRD HV3178 HV3178.The horizontal coordinates were scaled from a topographic map and have HV3178.an estimated accuracy of +/- 6 seconds. HV3178 HV3178.The orthometric height was computed from unverified reset data. HV3178.No vertical observational check was made to the station. HV3178 HV3178.The geoid height was determined by GEOID99. HV3178 HV3178; North East Units Estimated Accuracy HV3178;SPC VA N - 2,054,620. 3,612,700. MT (+/- 180 meters Scaled) HV3178 HV3178 SUPERSEDED SURVEY CONTROL HV3178 HV3178 NGVD 29 - 60.23 (m) 197.6 (f) RESET 3 HV3178 HV3178.Superseded values are not recommended for survey control. HV3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3178.See file dsdata.txt to determine how the superseded data were derived. HV3178 HV3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH059249(NAD 83) HV3178_MARKER: DB = BENCH MARK DISK HV3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3178_STAMPING: P 120 RESET 1951 HV3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3178+STABILITY: SURFACE MOTION HV3178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR HV3178+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2002 HV3178 HV3178 HISTORY - Date Condition Report By HV3178 HISTORY - 1951 MONUMENTED CGS HV3178 HISTORY - 1971 GOOD NGS HV3178 HISTORY - 19950831 MARK NOT FOUND USPSQD HV3178 HISTORY - 20020116 GOOD USPSQD HV3178 HV3178 STATION DESCRIPTION HV3178 HV3178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 HV3178'1.1 MI SW FROM PORT ROYAL. HV3178'ABOUT 1.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 301 FROM THE HV3178'INTERSECTION OF U.S. HIGHWAY 17 AT PORT ROYAL, 0.35 MILE SOUTHWEST HV3178'OF AN OVERHEAD CROSSING OF A POWER LINE, 0.1 MILE SOUTHWEST OF HV3178'A PAVED CROSSOVER, 103 1/2 FEET SOUTHEAST OF THE CENTER LINE OF HV3178'THE SOUTHWEST BOUND LANE OF THE HIGHWAY, 128 FEET WEST OF AND HV3178'ACROSS THE NORTHEAST BOUND LANE FROM TELEPHONE POLE NO. 227, HV3178'2 1/2 FEET ABOVE THE LANES OF THE HIGHWAY, 1.3 FEET NORTHEAST HV3178'OF A METAL WITNESS POST, SET IN THE TOP OF A CONCRETE POST HV3178'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND. HV3178 HV3178 STATION RECOVERY (1995) HV3178 HV3178'RECOVERY NOTE BY US POWER SQUADRON 1995 HV3178'MARK NOT FOUND. HV3178 HV3178 STATION RECOVERY (2002) HV3178 HV3178'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC) HV3178'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HV3176 *********************************************************************** HV3176 DESIGNATION - Q 120 RESET 1951 HV3176 PID - HV3176 HV3176 STATE/COUNTY- VA/CAROLINE HV3176 USGS QUAD - PORT ROYAL (1968) HV3176 HV3176 *CURRENT SURVEY CONTROL HV3176 ___________________________________________________________________ HV3176* NAD 83(1986)- 38 08 20. (N) 077 13 49. (W) SCALED HV3176* NAVD 88 - 48.19 (meters) 158.1 (feet) RESET HV3176 ___________________________________________________________________ HV3176 GEOID HEIGHT- -32.91 (meters) GEOID99 HV3176 HV3176 VERT ORDER - THIRD HV3176 HV3176.The horizontal coordinates were scaled from a topographic map and have HV3176.an estimated accuracy of +/- 6 seconds. HV3176 HV3176.The orthometric height was computed from unverified reset data. HV3176.No vertical observational check was made to the station. HV3176 HV3176.The geoid height was determined by GEOID99. HV3176 HV3176; North East Units Estimated Accuracy HV3176;SPC VA N - 2,053,190. 3,611,310. MT (+/- 180 meters Scaled) HV3176 HV3176 SUPERSEDED SURVEY CONTROL HV3176 HV3176 NGVD 29 - 48.46 (m) 159.0 (f) RESET 3 HV3176 HV3176.Superseded values are not recommended for survey control. HV3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3176.See file dsdata.txt to determine how the superseded data were derived. HV3176 HV3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH045235(NAD 83) HV3176_MARKER: DB = BENCH MARK DISK HV3176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3176_STAMPING: Q 120 RESET 1951 HV3176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3176+STABILITY: SURFACE MOTION HV3176 HV3176 HISTORY - Date Condition Report By HV3176 HISTORY - 1951 MONUMENTED CGS HV3176 HISTORY - 1972 GOOD NGS HV3176 HISTORY - 19950831 MARK NOT FOUND USPSQD HV3176 HISTORY - 20020116 MARK NOT FOUND USPSQD HV3176 HV3176 STATION DESCRIPTION HV3176 HV3176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HV3176'2.3 MI SW FROM PORT ROYAL. HV3176'ABOUT 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 301 FROM THE HV3176'INTERSECTION OF U.S. HIGHWAY 17 AT PORT ROYAL, ABOUT 0.25 MILE HV3176'SOUTHWEST OF THE CREST OF A HILL, 0.2 MILE SOUTHWEST OF A POWER HV3176'LINE CROSSING OVER THE HIGHWAY, 0.4 MILE NORTHEAST OF A CONCRETE HV3176'BRIDGE OVER PEUMONSEND CREEK, 70 FEET NORTHWEST OF THE CENTER LINE HV3176'OF THE NORTHEAST BOUND LANE OF THE HIGHWAY, 112 FEET SOUTHEAST HV3176'OF THE SOUTHWEST BOUND LANE, 97 FEET SOUTH OF THE SOUTHEAST HV3176'END OF A SMALL CONCRETE RETAINING WALL FOR A PIPE CULVERT HV3176'UNDER THE SOUTHWEST BOUND LANE OF THE HIGHWAY, 1 FOOT NORTHEAST HV3176'OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE NORTHEAST HV3176'BOUND LANE OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE HV3176'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND. HV3176 HV3176 STATION RECOVERY (1995) HV3176 HV3176'RECOVERY NOTE BY US POWER SQUADRON 1995 HV3176'MARK NOT FOUND. HV3176 HV3176 STATION RECOVERY (2002) HV3176 HV3176'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC) HV3176'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HV3174 *********************************************************************** HV3174 DESIGNATION - R 120 RESET 1951 HV3174 PID - HV3174 HV3174 STATE/COUNTY- VA/CAROLINE HV3174 USGS QUAD - PORT ROYAL (1968) HV3174 HV3174 *CURRENT SURVEY CONTROL HV3174 ___________________________________________________________________ HV3174* NAD 83(1986)- 38 07 34. (N) 077 14 36. (W) SCALED HV3174* NAVD 88 - 56.78 (meters) 186.3 (feet) RESET HV3174 ___________________________________________________________________ HV3174 GEOID HEIGHT- -32.88 (meters) GEOID99 HV3174 HV3174 VERT ORDER - THIRD HV3174 HV3174.The horizontal coordinates were scaled from a topographic map and have HV3174.an estimated accuracy of +/- 6 seconds. HV3174 HV3174.The orthometric height was computed from unverified reset data. HV3174.No vertical observational check was made to the station. HV3174 HV3174.The geoid height was determined by GEOID99. HV3174 HV3174; North East Units Estimated Accuracy HV3174;SPC VA N - 2,051,750. 3,610,180. MT (+/- 180 meters Scaled) HV3174 HV3174 SUPERSEDED SURVEY CONTROL HV3174 HV3174 NGVD 29 - 57.05 (m) 187.2 (f) RESET 3 HV3174 HV3174.Superseded values are not recommended for survey control. HV3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3174.See file dsdata.txt to determine how the superseded data were derived. HV3174 HV3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH033221(NAD 83) HV3174_MARKER: DB = BENCH MARK DISK HV3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3174_STAMPING: R 120 RESET 1951 HV3174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3174+STABILITY: SURFACE MOTION HV3174 HV3174 HISTORY - Date Condition Report By HV3174 HISTORY - 1951 MONUMENTED CGS HV3174 HISTORY - 19950831 MARK NOT FOUND USPSQD HV3174 HISTORY - 20020116 MARK NOT FOUND USPSQD HV3174 HV3174 STATION DESCRIPTION HV3174 HV3174'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 HV3174'3.6 MI SW FROM PORT ROYAL. HV3174'3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 301 FROM THE INTERSECTION HV3174'OF U.S. HIGHWAY 17 AT PORT ROYAL, CAROLINE COUNTY, 0.7 MILE HV3174'SOUTHWEST OF A CONCRETE BRIDGE OVER MILL CREEK, 72 FEET HV3174'SOUTHWEST OF THE JUNCTION OF ABANDONED SECONDARY STATE HIGHWAY HV3174'628, AND 66.2 FEET NORTHWEST OF LOCATION STATION 411+50. A HV3174'STANDARD DISK, STAMPED R 120 RESET 1951 AND SET IN THE TOP OF HV3174'A CONCRETE POST. HV3174 HV3174 STATION RECOVERY (1995) HV3174 HV3174'RECOVERY NOTE BY US POWER SQUADRON 1995 HV3174'MARK NOT FOUND. HV3174 HV3174 STATION RECOVERY (2002) HV3174 HV3174'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC) HV3174'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HV3172 *********************************************************************** HV3172 DESIGNATION - T 120 RESET 1951 HV3172 PID - HV3172 HV3172 STATE/COUNTY- VA/CAROLINE HV3172 USGS QUAD - BOWLING GREEN (1994) HV3172 HV3172 *CURRENT SURVEY CONTROL HV3172 ___________________________________________________________________ HV3172* NAD 83(1986)- 38 06 05. (N) 077 16 15. (W) SCALED HV3172* NAVD 88 - 61.13 (meters) 200.6 (feet) RESET HV3172 ___________________________________________________________________ HV3172 GEOID HEIGHT- -32.81 (meters) GEOID99 HV3172 HV3172 VERT ORDER - THIRD HV3172 HV3172.The horizontal coordinates were scaled from a topographic map and have HV3172.an estimated accuracy of +/- 6 seconds. HV3172 HV3172.The orthometric height was computed from unverified reset data. HV3172.No vertical observational check was made to the station. HV3172 HV3172.The geoid height was determined by GEOID99. HV3172 HV3172; North East Units Estimated Accuracy HV3172;SPC VA N - 2,048,980. 3,607,810. MT (+/- 180 meters Scaled) HV3172 HV3172 SUPERSEDED SURVEY CONTROL HV3172 HV3172 NGVD 29 - 61.40 (m) 201.4 (f) RESET 3 HV3172 HV3172.Superseded values are not recommended for survey control. HV3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3172.See file dsdata.txt to determine how the superseded data were derived. HV3172 HV3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH008195(NAD 83) HV3172_MARKER: DB = BENCH MARK DISK HV3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3172_STAMPING: T 120 RESET 1951 HV3172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3172+STABILITY: SURFACE MOTION HV3172 HV3172 HISTORY - Date Condition Report By HV3172 HISTORY - 1951 MONUMENTED CGS HV3172 HISTORY - 1973 GOOD NGS HV3172 HISTORY - 19990304 MARK NOT FOUND USPSQD HV3172 HISTORY - 20020323 MARK NOT FOUND USPSQD HV3172 HV3172 STATION DESCRIPTION HV3172 HV3172'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 HV3172'5.9 MI SW FROM PORT ROYAL. HV3172'5.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 301 FROM THE INTERSECTION HV3172'OF U.S. HIGHWAY 17 AT PORT ROYAL, CAROLINE COUNTY, 0.4 MILE HV3172'NORTH OF DELOS, 168 FEET WEST OF POLE 243, 144 FEET NORTH OF HV3172'THE NORTHWEST END OF AN 18-INCH CONCRETE-PIPE CULVERT, 64.5 HV3172'FEET NORTHWEST OF LOCATION STATION 290+17, AND 11.6 FEET HV3172'SOUTHEAST OF A 36-INCH TWIN OAK TREE. A STANDARD DISK, STAMPED HV3172'T 120 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST. HV3172 HV3172 STATION RECOVERY (1973) HV3172 HV3172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 HV3172'RECOVERED IN GOOD CONDITION. HV3172 HV3172 STATION RECOVERY (1999) HV3172 HV3172'RECOVERY NOTE BY US POWER SQUADRON 1999 HV3172'MARK NOT FOUND. HV3172 HV3172 STATION RECOVERY (2002) HV3172 HV3172'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB) HV3172'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HV3165 *********************************************************************** HV3165 DESIGNATION - Y 120 RESET 1957 HV3165 PID - HV3165 HV3165 STATE/COUNTY- VA/CAROLINE HV3165 USGS QUAD - BOWLING GREEN (1994) HV3165 HV3165 *CURRENT SURVEY CONTROL HV3165 ___________________________________________________________________ HV3165* NAD 83(1986)- 38 03 33. (N) 077 21 53. (W) SCALED HV3165* NAVD 88 - 42.69 (meters) 140.1 (feet) RESET HV3165 ___________________________________________________________________ HV3165 GEOID HEIGHT- -32.58 (meters) GEOID99 HV3165 HV3165 VERT ORDER - THIRD HV3165 HV3165.The horizontal coordinates were scaled from a topographic map and have HV3165.an estimated accuracy of +/- 6 seconds. HV3165 HV3165.The orthometric height was computed from unverified reset data. HV3165.No vertical observational check was made to the station. HV3165 HV3165.The geoid height was determined by GEOID99. HV3165 HV3165; North East Units Estimated Accuracy HV3165;SPC VA N - 2,044,180. 3,599,630. MT (+/- 180 meters Scaled) HV3165 HV3165 SUPERSEDED SURVEY CONTROL HV3165 HV3165 NGVD 29 - 42.97 (m) 141.0 (f) RESET 3 HV3165 HV3165.Superseded values are not recommended for survey control. HV3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3165.See file dsdata.txt to determine how the superseded data were derived. HV3165 HV3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH925150(NAD 83) HV3165_MARKER: DB = BENCH MARK DISK HV3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3165_STAMPING: Y 120 RESET 1957 HV3165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3165+STABILITY: SURFACE MOTION HV3165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HV3165+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2002 HV3165 HV3165 HISTORY - Date Condition Report By HV3165 HISTORY - 1957 MONUMENTED VADH HV3165 HISTORY - 1958 GOOD CGS HV3165 HISTORY - 1964 GOOD CGS HV3165 HISTORY - 19990304 MARK NOT FOUND USPSQD HV3165 HISTORY - 20020323 GOOD USPSQD HV3165 HV3165 STATION DESCRIPTION HV3165 HV3165'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 HV3165'1 MI NW FROM BOWLING GREEN. HV3165'THIS BENCH MARK IS LOCATED 0.3 MILE NORTH ALONG STATE RTE. 2 HV3165'FROM THE INTERSECTION OF ROUTES 207, 301, AND 2 AT BOWLING HV3165'GREEN, THENCE 0.7 MILE WEST ALONG RTE. 605 (FORMERLY RTE. 626), HV3165'0.7 MILE EAST OF BOWLING GREEN PARK, NEAR A SMALL POND AND 19 HV3165'FEET NORTH OF A SMALL CONCRETE SPILLWAY, 66 FEET FROM THE CENTER HV3165'OF THE HIGHWAY ON THE NORTHWEST SIDE OF THE HIGHWAY, AND SET IN HV3165'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE GROUND. HV3165'NOTE-- MARK IS 70 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY HV3165'605, 19 FEET EAST OF A CONCRETE SPILLWAY OF A SMALL STREAM AND HV3165'10 FEET EAST OF A 12 INCH PINE TREE. HV3165 HV3165 STATION RECOVERY (1964) HV3165 HV3165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 HV3165'RECOVERED IN GOOD CONDITION. HV3165 HV3165 STATION RECOVERY (1999) HV3165 HV3165'RECOVERY NOTE BY US POWER SQUADRON 1999 HV3165'MARK NOT FOUND. HV3165 HV3165 STATION RECOVERY (2002) HV3165 HV3165'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB) HV3165'MARK FOUND IN GOOD CONDITION. CONCRETE BLOCK IS AT AN ANGLE. MARK IS HV3165'LOCATED AS DESCRIBED AND 2FT SOUTH OF A 10 INCH OAK TREE. PINE TREE IS HV3165'GONE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HV3139 *********************************************************************** HV3139 DESIGNATION - Z 389 RESET HV3139 PID - HV3139 HV3139 STATE/COUNTY- VA/CAROLINE HV3139 USGS QUAD - GUINEA (1966) HV3139 HV3139 *CURRENT SURVEY CONTROL HV3139 ___________________________________________________________________ HV3139* NAD 83(1986)- 38 07 50. (N) 077 27 19. (W) SCALED HV3139* NAVD 88 - 44.76 (meters) 146.9 (feet) RESET HV3139 ___________________________________________________________________ HV3139 GEOID HEIGHT- -32.43 (meters) GEOID99 HV3139 HV3139 VERT ORDER - THIRD HV3139 HV3139.The horizontal coordinates were scaled from a topographic map and have HV3139.an estimated accuracy of +/- 6 seconds. HV3139 HV3139.The orthometric height was computed from unverified reset data. HV3139.No vertical observational check was made to the station. HV3139 HV3139.The geoid height was determined by GEOID99. HV3139 HV3139; North East Units Estimated Accuracy HV3139;SPC VA N - 2,052,010. 3,591,590. MT (+/- 180 meters Scaled) HV3139 HV3139 SUPERSEDED SURVEY CONTROL HV3139 HV3139 NGVD 29 - 45.06 (m) 147.8 (f) RESET 3 HV3139 HV3139.Superseded values are not recommended for survey control. HV3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3139.See file dsdata.txt to determine how the superseded data were derived. HV3139 HV3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH848231(NAD 83) HV3139_MARKER: DB = BENCH MARK DISK HV3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3139_STAMPING: Z 389 RESET 1970 HV3139_MARK LOGO: NGS HV3139_MAGNETIC: N = NO MAGNETIC MATERIAL HV3139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3139+STABILITY: SURFACE MOTION HV3139 HV3139 HISTORY - Date Condition Report By HV3139 HISTORY - 1970 MONUMENTED NGS HV3139 HISTORY - 19931109 GOOD NGS HV3139 HISTORY - 19990304 MARK NOT FOUND USPSQD HV3139 HISTORY - 20020323 MARK NOT FOUND USPSQD HV3139 HV3139 STATION DESCRIPTION HV3139 HV3139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 HV3139'3.9 MI E FROM THORNBURG. HV3139'ABOUT 3.9 MILES EAST ALONG SECONDARY STATE ROAD 606 FROM THE HV3139'INTERSECTION OF U.S. HIGHWAY 1 AT THORNBURG, ABOUT 1.35 MILES HV3139'WEST ALONG ROAD 606 FROM HOPEWELL CHURCH AT GUINEA, 48 FEET HV3139'NORTHEAST OF THE CENTER OF A DRIVEWAY, 41 FEET NORTHWEST OF HV3139'THE PROPOSED CENTERLINE OF SECONDARY STATE ROAD 606 AND 1.0 HV3139'FOOT SOUTHWEST OF STEEL WITNESS POST. MARK IS A STANDARD DISK HV3139'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN HV3139'DIAMETER AND PROJECTING ABOUT 3 INCHES. HV3139 HV3139 STATION RECOVERY (1993) HV3139 HV3139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 HV3139'RECOVERED IN GOOD CONDITION. HV3139 HV3139 STATION RECOVERY (1999) HV3139 HV3139'RECOVERY NOTE BY US POWER SQUADRON 1999 HV3139'MARK NOT FOUND. HV3139 HV3139 STATION RECOVERY (2002) HV3139 HV3139'RECOVERY NOTE BY US POWER SQUADRON 2002 (NMC) HV3139'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 UA0025 *********************************************************************** UA0025 DESIGNATION - Z 389 RESET UA0025 PID - UA0025 UA0025 STATE/COUNTY- VA/CAROLINE UA0025 USGS QUAD - GUINEA (1966) UA0025 UA0025 *CURRENT SURVEY CONTROL UA0025 ___________________________________________________________________ UA0025* NAD 83(1986)- 38 07 50. (N) 077 27 19. (W) SCALED UA0025* NAVD 88 - 43.69 (+/-2cm) 143.3 (feet) VERTCON UA0025 ___________________________________________________________________ UA0025 GEOID HEIGHT- -32.43 (meters) GEOID99 UA0025 UA0025 VERT ORDER - THIRD (See Below) UA0025 UA0025.The horizontal coordinates were scaled from a topographic map and have UA0025.an estimated accuracy of +/- 6 seconds. UA0025 UA0025.The NAVD 88 height was computed by applying the VERTCON shift value to UA0025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) UA0025.The vertical order pertains to the superseded datum. UA0025 UA0025.The geoid height was determined by GEOID99. UA0025 UA0025; North East Units Estimated Accuracy UA0025;SPC VA N - 2,052,010. 3,591,590. MT (+/- 180 meters Scaled) UA0025 UA0025 SUPERSEDED SURVEY CONTROL UA0025 UA0025 NGVD 29 - 43.98 (m) 144.3 (f) RESET 3 UA0025 UA0025.Superseded values are not recommended for survey control. UA0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. UA0025.See file dsdata.txt to determine how the superseded data were derived. UA0025 UA0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH848231(NAD 83) UA0025_MARKER: DV = VERTICAL CONTROL DISK UA0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT UA0025_STAMPING: Z 389 RESET 1993 UA0025_MARK LOGO: NGS UA0025_MAGNETIC: N = NO MAGNETIC MATERIAL UA0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO UA0025+STABILITY: SURFACE MOTION UA0025 UA0025 HISTORY - Date Condition Report By UA0025 HISTORY - 1993 MONUMENTED NGS UA0025 HISTORY - 20020323 GOOD USPSQD UA0025 UA0025 STATION DESCRIPTION UA0025 UA0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 UA0025'3.9 MILES (6.3 KM) EAST FROM THE CITY OR TOWN OF THORNBURG, ABOUT 3.9 UA0025'MILES (6.3 KM) EAST ALONG SECONDARY STATE ROUTE 606 FROM THE UA0025'INTERSECTION OF US HIGHWAY 1 IN THORNBURG, ABOUT 1.2 MILES (1.9 KM) UA0025'WEST ALONG ROUTE 606 FROM HOPEWELL CHURCH AT GUINEA, 315 FEET UA0025'(96.0 M) NORTHEAST OF THE DRIVEWAY OF HOUSE NO. 11071 OWNED BY UA0025'CHARLES R THOMAS, DRIVEWAY NOW UNDER CONSTRUCTION, 46.5 FEET UA0025'(14.2 M) NORTHWEST OF CENTERLINE OF ROUTE 606, 3.1 FEET (0.9 M) UA0025'SOUTHWEST OF A POWERPOLE WITH GUYWIRE AND ON LINE WITH POWERPOLES, AND UA0025'1.3 FEET (0.4 M) SOUTHWEST OF A WITNESS POST, IN A 1 FOOT (0.3 M) UA0025'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND ON A 6 FOOT (1.8 M) UA0025'HIGH EMBANKMENT. UA0025 UA0025 STATION RECOVERY (2002) UA0025 UA0025'RECOVERY NOTE BY US POWER SQUADRON 2002 (NMC) UA0025'RECOVERED IN GOOD CONDITION.