1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3203 *********************************************************************** HV3203 DESIGNATION - B 260 RESET 1972 HV3203 PID - HV3203 HV3203 STATE/COUNTY- VA/ESSEX HV3203 USGS QUAD - LORETTO (1978) HV3203 HV3203 *CURRENT SURVEY CONTROL HV3203 ___________________________________________________________________ HV3203* NAD 83(1986)- 38 03 47. (N) 077 00 34. (W) SCALED HV3203* NAVD 88 - 26.05 (meters) 85.5 (feet) RESET HV3203 ___________________________________________________________________ HV3203 GEOID HEIGHT- -33.40 (meters) GEOID99 HV3203 HV3203 VERT ORDER - THIRD HV3203 HV3203.The horizontal coordinates were scaled from a topographic map and have HV3203.an estimated accuracy of +/- 6 seconds. HV3203 HV3203.The orthometric height was computed from unverified reset data. HV3203.No vertical observational check was made to the station. HV3203 HV3203.The geoid height was determined by GEOID99. HV3203 HV3203; North East Units Estimated Accuracy HV3203;SPC VA S - 1,193,000. 3,630,800. MT (+/- 180 meters Scaled) HV3203 HV3203 SUPERSEDED SURVEY CONTROL HV3203 HV3203 NGVD 29 (??/??/??) 26.31 (m) 86.3 (f) RESET 3 HV3203 HV3203.Superseded values are not recommended for survey control. HV3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3203.See file dsdata.txt to determine how the superseded data were derived. HV3203 HV3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH237147(NAD 83) HV3203_MARKER: DB = BENCH MARK DISK HV3203_SETTING: 30 = CONC MONUMENT HV3203_STAMPING: B 260 RESET 1972 HV3203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HV3203 HV3203 HISTORY - Date Condition Report By HV3203 HISTORY - 1972 MONUMENTED NGS HV3203 HISTORY - 19950402 MARK NOT FOUND USPSQD HV3203 HISTORY - 19990512 MARK NOT FOUND USPSQD HV3203 HV3203 STATION DESCRIPTION HV3203 HV3203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 HV3203'0.4 MI N FROM CHANCE. HV3203'ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 17 FROM THE POST OFFICE HV3203'AT CHANCE, AT THE INTERSECTION OF SECONDARY STATE ROAD 637 HV3203'LEADING EAST. MARK IS 69 FEET NORTHWEST OF THE NORTHWEST CORNER HV3203'OF STUCCO CHURCH BUILDING, 24 FEET WEST OF A 4 FOOT OAK TREE, 24 HV3203'FEET SOUTH OF CENTERLINE OF SECONDARY STATE ROAD 637 (TO BE HV3203'RELOCATED SOMEWHAT TO THE NORTH), 1.0 FOOT SOUTH OF RIGHT OF WAY HV3203'MARKER AND 0.5 FOOT NORTH OF STEEL WITNESS POST. DISK IS SET HV3203'FLUSH IN CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND HV3203'PROJECTS ABOUT 2 INCHES. HV3203 HV3203 STATION RECOVERY (1995) HV3203 HV3203'RECOVERY NOTE BY US POWER SQUADRON 1995 HV3203'MARK NOT FOUND. HV3203 HV3203 STATION RECOVERY (1999) HV3203 HV3203'RECOVERY NOTE BY US POWER SQUADRON 1999 HV3203'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GV0900 *********************************************************************** GV0900 DESIGNATION - B 48 RESET 1958 GV0900 PID - GV0900 GV0900 STATE/COUNTY- VA/ESSEX GV0900 USGS QUAD - DUNNSVILLE (1985) GV0900 GV0900 *CURRENT SURVEY CONTROL GV0900 ___________________________________________________________________ GV0900* NAD 83(1986)- 37 49 18. (N) 076 48 02. (W) SCALED GV0900* NAVD 88 - 34.11 (meters) 111.9 (feet) RESET GV0900 ___________________________________________________________________ GV0900 GEOID HEIGHT- -34.10 (meters) GEOID99 GV0900 GV0900 VERT ORDER - THIRD GV0900 GV0900.The horizontal coordinates were scaled from a topographic map and have GV0900.an estimated accuracy of +/- 6 seconds. GV0900 GV0900.The orthometric height was computed from unverified reset data. GV0900.No vertical observational check was made to the station. GV0900 GV0900.The geoid height was determined by GEOID99. GV0900 GV0900; North East Units Estimated Accuracy GV0900;SPC VA S - 1,166,520. 3,649,620. MT (+/- 180 meters Scaled) GV0900 GV0900 SUPERSEDED SURVEY CONTROL GV0900 GV0900 NGVD 29 (??/??/??) 34.43 (m) 113.0 (f) RESET 3 GV0900 GV0900.Superseded values are not recommended for survey control. GV0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV0900.See file dsdata.txt to determine how the superseded data were derived. GV0900 GV0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG415875(NAD 83) GV0900_MARKER: DB = BENCH MARK DISK GV0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV0900_STAMPING: B 48 RESET 1958 GV0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV0900+STABILITY: SURFACE MOTION GV0900 GV0900 HISTORY - Date Condition Report By GV0900 HISTORY - 1958 MONUMENTED VADH GV0900 HISTORY - 1971 MARK NOT FOUND NGS GV0900 HISTORY - 1978 MARK NOT FOUND DMA GV0900 HISTORY - 19990327 MARK NOT FOUND USPSQD GV0900 GV0900 STATION DESCRIPTION GV0900 GV0900'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1958 GV0900'1.7 MI NW FROM CENTER CROSS. GV0900'1.7 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF GV0900'STATE HIGHWAY 684 (OLD 199), AT CENTER CROSS, DIRECTLY ACROSS THE GV0900'HIGHWAY FROM A SMALL CEMETERY NEAR THE JUNCTION OF A DIRT ROAD GV0900'LEADING NORTHEAST, 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, GV0900'22 FEET WEST OF POWER LINE POLE NO. 85, AND SET IN THE TOP OF GV0900'A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND. GV0900 GV0900 STATION RECOVERY (1971) GV0900 GV0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 GV0900'MARK NOT FOUND. GV0900 GV0900 STATION RECOVERY (1978) GV0900 GV0900'RECOVERY NOTE BY DEFENSE MAP AGENCY 1978 GV0900'MARK NOT FOUND. GV0900 GV0900 STATION RECOVERY (1999) GV0900 GV0900'RECOVERY NOTE BY US POWER SQUADRON 1999 GV0900'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GV1165 *********************************************************************** GV1165 DESIGNATION - B 88 RESET 1969 GV1165 PID - GV1165 GV1165 STATE/COUNTY- VA/ESSEX GV1165 USGS QUAD - MILLERS TAVERN (1985) GV1165 GV1165 *CURRENT SURVEY CONTROL GV1165 ___________________________________________________________________ GV1165* NAD 83(1986)- 37 51 37. (N) 076 54 50. (W) SCALED GV1165* NAVD 88 - 47.07 (meters) 154.4 (feet) RESET GV1165 ___________________________________________________________________ GV1165 GEOID HEIGHT- -33.66 (meters) GEOID99 GV1165 GV1165 VERT ORDER - THIRD GV1165 GV1165.The horizontal coordinates were scaled from a topographic map and have GV1165.an estimated accuracy of +/- 6 seconds. GV1165 GV1165.The orthometric height was computed from unverified reset data. GV1165.No vertical observational check was made to the station. GV1165 GV1165.The geoid height was determined by GEOID99. GV1165 GV1165; North East Units Estimated Accuracy GV1165;SPC VA S - 1,170,630. 3,639,570. MT (+/- 180 meters Scaled) GV1165 GV1165 SUPERSEDED SURVEY CONTROL GV1165 GV1165 NGVD 29 (??/??/??) 47.41 (m) 155.5 (f) RESET 3 GV1165 GV1165.Superseded values are not recommended for survey control. GV1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1165.See file dsdata.txt to determine how the superseded data were derived. GV1165 GV1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG316920(NAD 83) GV1165_MARKER: DB = BENCH MARK DISK GV1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1165_STAMPING: B 88 RESET 1969 GV1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1165+STABILITY: SURFACE MOTION GV1165 GV1165 HISTORY - Date Condition Report By GV1165 HISTORY - 1969 MONUMENTED VADH GV1165 HISTORY - 1987 GOOD USPSQD GV1165 HISTORY - 19950319 GOOD USPSQD GV1165 HISTORY - 19990306 GOOD USPSQD GV1165 GV1165 STATION DESCRIPTION GV1165 GV1165'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1969 GV1165'6.2 MI SW FROM TAPPAHANNOCK. GV1165'ABOUT 6.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 360 FROM THE SOUTHSIDE GV1165'BANK AT TAPPAHANNOCK, 53 FEET EAST OF A ROAD LEADING SOUTHEAST GV1165'TO A FARMHOUSE, 11.5 FEET EAST OF POWER POLE NO BE 43, 288 FEET GV1165'WEST OF POWER POLE NO BE 88, 15 FEET NORTH OF THE EDGE OF THE GV1165'WOODS, 50 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AT GV1165'HIGHWAY STATION 1108 + 82 OF THE EAST BOUND LANE LEADING TO GV1165'TAPPAHANNOCK, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 GV1165'INCHES ABOVE THE GROUND AND MARKED BY A METAL WITNESS POST. GV1165 GV1165 STATION RECOVERY (1987) GV1165 GV1165'RECOVERY NOTE BY US POWER SQUADRON 1987 (SMC) GV1165'RECOVERED IN GOOD CONDITION. GV1165 GV1165 STATION RECOVERY (1995) GV1165 GV1165'RECOVERY NOTE BY US POWER SQUADRON 1995 GV1165'RECOVERED IN GOOD CONDITION. GV1165 GV1165 STATION RECOVERY (1999) GV1165 GV1165'RECOVERY NOTE BY US POWER SQUADRON 1999 GV1165'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GV1167 *********************************************************************** GV1167 CBN - This is a Cooperative Base Network Control Station. GV1167 DESIGNATION - C 88 RESET GV1167 PID - GV1167 GV1167 STATE/COUNTY- VA/ESSEX GV1167 USGS QUAD - MILLERS TAVERN (1985) GV1167 GV1167 *CURRENT SURVEY CONTROL GV1167 ___________________________________________________________________ GV1167* NAD 83(1993)- 37 50 07.69206(N) 076 55 53.35540(W) ADJUSTED GV1167* NAVD 88 - 46.72 (meters) 153.3 (feet) RESET GV1167 ___________________________________________________________________ GV1167 X - 1,140,452.777 (meters) COMP GV1167 Y - -4,913,033.227 (meters) COMP GV1167 Z - 3,891,045.210 (meters) COMP GV1167 LAPLACE CORR- -5.82 (seconds) DEFLEC99 GV1167 ELLIP HEIGHT- 13.06 (meters) (08/14/01) GPS OBS GV1167 GEOID HEIGHT- -33.66 (meters) GEOID99 GV1167 GV1167 HORZ ORDER - B GV1167 VERT ORDER - THIRD GV1167 ELLP ORDER - FOURTH CLASS I GV1167 GV1167.The horizontal coordinates were established by GPS observations GV1167.and adjusted by the National Geodetic Survey in April 1994. GV1167 GV1167.The orthometric height was computed from unverified reset data. GV1167.No vertical observational check was made to the station. GV1167 GV1167.The X, Y, and Z were computed from the position and the ellipsoidal ht. GV1167 GV1167.The Laplace correction was computed from DEFLEC99 derived deflections. GV1167 GV1167.The ellipsoidal height was determined by GPS observations GV1167.and is referenced to NAD 83. GV1167 GV1167.The geoid height was determined by GEOID99. GV1167 GV1167; North East Units Scale Converg. GV1167;SPC VA S - 1,167,850.644 3,638,064.233 MT 0.99997869 +0 57 07.1 GV1167;UTM 18 - 4,189,317.992 330,034.332 MT 0.99995582 -1 11 06.2 GV1167 GV1167 SUPERSEDED SURVEY CONTROL GV1167 GV1167 NAVD 88 (04/04/94) 46.78 (m) 153.5 (f) LEVELING 3 GV1167 NGVD 29 (??/??/??) 47.06 (m) 154.4 (f) RESET 3 GV1167 GV1167.Superseded values are not recommended for survey control. GV1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV1167.See file dsdata.txt to determine how the superseded data were derived. GV1167 GV1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG3003489318(NAD 83) GV1167_MARKER: DB = BENCH MARK DISK GV1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV1167_STAMPING: C 88 RESET 1969 GV1167_MARK LOGO: CGS GV1167_MAGNETIC: N = NO MAGNETIC MATERIAL GV1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV1167+STABILITY: SURFACE MOTION GV1167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GV1167+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2002 GV1167 GV1167 HISTORY - Date Condition Report By GV1167 HISTORY - 1969 MONUMENTED VADH GV1167 HISTORY - 1987 GOOD USPSQD GV1167 HISTORY - 19930622 GOOD NGS GV1167 HISTORY - 19990306 GOOD USPSQD GV1167 HISTORY - 20000307 GOOD GEOMET GV1167 HISTORY - 20020329 GOOD GEOMET GV1167 GV1167 STATION DESCRIPTION GV1167 GV1167'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1969 GV1167'8.2 MI SW FROM TAPPAHANNOCK. GV1167'ABOUT 8.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 360 FROM THE SOUTHSIDE GV1167'BANK AT TAPPAHANNOCK, 0.9 MILE EAST OF THE POST OFFICE AT MILLERS GV1167'TAVERN, 0.3 MILE SOUTHWEST OF TRINITY CHURCH, AT THE NORTHEAST GV1167'END OF A SMALL CUT, 50 FEET SOUTHEAST OF HIGHWAY CENTER LINE GV1167'STATION 1005 + 07 OF THE EAST BOUND TRAFFIC LANE, IN THE EDGE OF GV1167'A CULTIVATED FIELD, 236 FEET WEST OF POWER POLE NO PB 69, 75 GV1167'FEET EAST OF POWER POLE NO PB 34, 50 FEET NORTH OF THE EDGE OF GV1167'THE WOODS, SET IN THE TOP OF A CONCRETE POST AND PROJECTING 4 GV1167'INCHES ABOVE THE GROUND AND MARKED WITH A METAL WITNESS POST. GV1167 GV1167 STATION RECOVERY (1987) GV1167 GV1167'RECOVERY NOTE BY US POWER SQUADRON 1987 (LPC) GV1167'RECOVERED IN GOOD CONDITION. GV1167 GV1167 STATION RECOVERY (1993) GV1167 GV1167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 GV1167'THE STATION IS LOCATED 20.0 KM (12.40 MI) SOUTHEAST OF NEWTOWN, 13.0 GV1167'KM (8.05 MI) SOUTHWEST OF TAPPAHANNOCK, 1.3 KM (0.80 MI) GV1167'EAST-NORTHEAST OF MILLERS TAVERN AND IN THE FRONT YARD OF A BRICK GV1167'HOUSE. OWNERSHIP--VIRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTATION GV1167'RIGHT-OF-WAY. GV1167'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 360 WEST AND GV1167'U.S. HIGHWAY 17 SOUTH, WHICH IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTH GV1167'OF TAPPAHANNOCK, GO SOUTHWEST ON U.S. HIGHWAY 360 FOR 8.45 KM GV1167'(5.25 MI) TO THE TRINITY UNITED METHODIST CHURCH ON RIGHT, CONTINUE GV1167'AHEAD SOUTHWESTERLY ON U.S. HIGHWAY 360 FOR 0.48 KM (0.30 MI) TO THE GV1167'STATION ON THE LEFT. GV1167'THE STATION IS FLUSH WITH THE GROUND. LOCATED 21.2 M (69.6 FT) WEST GV1167'FROM A FOUR FORKED TREE, 15.1 M (49.5 FT) SOUTHEAST OF THE CENTERLINE GV1167'OF U.S. HIGHWAY 360 EAST BOUND, 9.05 M (29.69 FT) NORTHEAST FROM THE GV1167'APPROXIMATE CENTER OF DRIVEWAY, 8.6 M (28.2 FT) EAST FROM THE GV1167'NORTHEAST END OF A ROUND CONCRETE CULVERT UNDER DRIVEWAY, 6.7 M GV1167'(22.0 FT) SOUTHEAST FROM A GAURDRAIL AND 0.3 M (1.0 FT) NORTHWEST GV1167'FROM A METAL WITNESS POST. GV1167 GV1167 STATION RECOVERY (1999) GV1167 GV1167'RECOVERY NOTE BY US POWER SQUADRON 1999 GV1167'RECOVERED IN GOOD CONDITION. GV1167 GV1167 STATION RECOVERY (2000) GV1167 GV1167'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2000 (MS) GV1167'RECOVERED AS DESCRIBED. GV1167 GV1167 STATION RECOVERY (2002) GV1167 GV1167'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2002 (MAJ) GV1167'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3195 *********************************************************************** HV3195 DESIGNATION - L 236 RESET 1955 HV3195 PID - HV3195 HV3195 STATE/COUNTY- VA/ESSEX HV3195 USGS QUAD - LORETTO (1978) HV3195 HV3195 *CURRENT SURVEY CONTROL HV3195 ___________________________________________________________________ HV3195* NAD 83(1986)- 38 03 53. (N) 077 03 24. (W) SCALED HV3195* NAVD 88 - 27.50 (meters) 90.2 (feet) RESET HV3195 ___________________________________________________________________ HV3195 GEOID HEIGHT- -33.33 (meters) GEOID99 HV3195 HV3195 VERT ORDER - THIRD HV3195 HV3195.The horizontal coordinates were scaled from a topographic map and have HV3195.an estimated accuracy of +/- 6 seconds. HV3195 HV3195.The orthometric height was computed from unverified reset data. HV3195.No vertical observational check was made to the station. HV3195 HV3195.The geoid height was determined by GEOID99. HV3195 HV3195; North East Units Estimated Accuracy HV3195;SPC VA S - 1,193,120. 3,626,660. MT (+/- 180 meters Scaled) HV3195 HV3195 SUPERSEDED SURVEY CONTROL HV3195 HV3195 NGVD 29 (??/??/??) 27.77 (m) 91.1 (f) RESET 3 HV3195 HV3195.Superseded values are not recommended for survey control. HV3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3195.See file dsdata.txt to determine how the superseded data were derived. HV3195 HV3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUH195149(NAD 83) HV3195_MARKER: DB = BENCH MARK DISK HV3195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3195_STAMPING: L 236 RESET 1955 HV3195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3195+STABILITY: SURFACE MOTION HV3195 HV3195 HISTORY - Date Condition Report By HV3195 HISTORY - 1955 MONUMENTED CGS HV3195 HISTORY - 19950409 MARK NOT FOUND USPSQD HV3195 HISTORY - 19990512 MARK NOT FOUND USPSQD HV3195 HV3195 STATION DESCRIPTION HV3195 HV3195'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 HV3195'0.9 MI S FROM LORETTO. HV3195'0.9 MILE SOUTHWEST ALONG SECONDARY STATE HIGHWAY 653 FROM THE HV3195'JUNCTION OF U.S. HIGHWAY 17 AT LORETTO, 15 FEET NORTH OF A SMALL HV3195'STREAM, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AT SURVEY HV3195'STATION 115+28, 8 FEET WEST OF A FENCE, 1 FOOT WEST OF A WHITE HV3195'WOODEN WITNESS POST, AND ABOUT 6 INCHES HIGHER THAN THE HIGHWAY HV3195'CENTER LINE. SET IN THE TOP OF A CONCRETE POST. HV3195 HV3195 STATION RECOVERY (1995) HV3195 HV3195'RECOVERY NOTE BY US POWER SQUADRON 1995 HV3195'MARK NOT FOUND. HV3195 HV3195 STATION RECOVERY (1999) HV3195 HV3195'RECOVERY NOTE BY US POWER SQUADRON 1999 HV3195'MARK NOT FOUND.