1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX1000 *********************************************************************** FX1000 DESIGNATION - A 285 RESET 1961 FX1000 PID - FX1000 FX1000 STATE/COUNTY- VA/SOUTHAMPTON FX1000 USGS QUAD - SEDLEY (1989) FX1000 FX1000 *CURRENT SURVEY CONTROL FX1000 ___________________________________________________________________ FX1000* NAD 83(1986)- 36 47 34. (N) 076 53 24. (W) SCALED FX1000* NAVD 88 - 9.50 (+/-2cm) 31.2 (feet) VERTCON FX1000 ___________________________________________________________________ FX1000 GEOID HEIGHT- -35.27 (meters) GEOID99 FX1000 FX1000 VERT ORDER - THIRD (See Below) FX1000 FX1000.The horizontal coordinates were scaled from a topographic map and have FX1000.an estimated accuracy of +/- 6 seconds. FX1000 FX1000.The NAVD 88 height was computed by applying the VERTCON shift value to FX1000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX1000.The vertical order pertains to the superseded datum. FX1000 FX1000.The geoid height was determined by GEOID99. FX1000 FX1000; North East Units Estimated Accuracy FX1000;SPC VA S - 1,052,210. 3,643,690. MT (+/- 180 meters Scaled) FX1000 FX1000 SUPERSEDED SURVEY CONTROL FX1000 FX1000 NGVD 29 (10/07/03) 9.93 (m) 32.6 (f) RESET 3 FX1000 FX1000.Superseded values are not recommended for survey control. FX1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX1000.See file dsdata.txt to determine how the superseded data were derived. FX1000 FX1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF313735(NAD 83) FX1000_MARKER: DB = BENCH MARK DISK FX1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX1000_STAMPING: A 285 RESET 1961 FX1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX1000+STABILITY: SURFACE MOTION FX1000 FX1000 HISTORY - Date Condition Report By FX1000 HISTORY - 1961 MONUMENTED CGS FX1000 FX1000 STATION DESCRIPTION FX1000 FX1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 FX1000'1.9 MI N FROM BURDETTE. FX1000'THIS MARK IS LOCATED 1.9 MILES NORTH ALONG SECONDARY STATE FX1000'HIGHWAY 629 FROM THE VIRGINIAN RAILWAY CROSSING AT BURDETTE, FX1000'AT THE JUNCTION OF SECONDARY STATE HIGHWAY 635, 23.5 FEET WEST FX1000'OF THE CENTERLINE OF HIGHWAY 635, 14.5 FEET NORTH OF THE EXTENDED FX1000'CENTERLINE OF HIGHWAY 629, 24.5 FEET NORTH OF A 4 X 4 INCH FX1000'ROAD SIGN POST, 6.5 FEET WEST OF POWER POLE NO. 104, 1.7 FEET FX1000'EAST OF A C. AND G.S. WITNESS SIGN AND SET IN THE TOP OF A FX1000'CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4417 *********************************************************************** FX4417 DESIGNATION - L 307 RESET FX4417 PID - FX4417 FX4417 STATE/COUNTY- VA/SOUTHAMPTON FX4417 USGS QUAD - NORFOLK NORTH (1989) FX4417 FX4417 *CURRENT SURVEY CONTROL FX4417 ___________________________________________________________________ FX4417* NAD 83(1986)- 36 55 34. (N) 076 19 04. (W) SCALED FX4417* NAVD 88 - 3.80 (meters) 12.5 (feet) RESET FX4417 ___________________________________________________________________ FX4417 GEOID HEIGHT- -36.90 (meters) GEOID99 FX4417 FX4417 VERT ORDER - THIRD FX4417 FX4417.The horizontal coordinates were scaled from a topographic map and have FX4417.an estimated accuracy of +/- 6 seconds. FX4417 FX4417.The orthometric height was computed from unverified reset data. FX4417.No vertical observational check was made to the station. FX4417 FX4417.The geoid height was determined by GEOID99. FX4417 FX4417; North East Units Estimated Accuracy FX4417;SPC VA S - 1,068,030. 3,694,410. MT (+/- 180 meters Scaled) FX4417 FX4417 SUPERSEDED SURVEY CONTROL FX4417 FX4417 NGVD 29 (10/07/03) 4.05 (m) 13.3 (f) RESET 3 FX4417 FX4417.Superseded values are not recommended for survey control. FX4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4417.See file dsdata.txt to determine how the superseded data were derived. FX4417 FX4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF826874(NAD 83) FX4417_MARKER: DB = BENCH MARK DISK FX4417_SETTING: 35 = SIGN FOOTING FX4417_STAMPING: L 307 RESET 1986 FX4417_MARK LOGO: NGS FX4417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4417+STABILITY: SURFACE MOTION FX4417 FX4417 HISTORY - Date Condition Report By FX4417 HISTORY - 1986 MONUMENTED NGS FX4417 FX4417 STATION DESCRIPTION FX4417 FX4417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 FX4417'IN NORFOLK. FX4417'2.08 KILOMETERS SOUTH ALONG HAMPTON BLVD. (STATE HIGHWAY 337), TO THE FX4417'MARK ON THE RIGHT IN THE TOP OF A 2.5 FOOT SQUARE CONCRETE FOOTING FX4417'FOR A SIGN, BETWEEN WOODVIEW AND ALLEN STREETS, DIRECTLY ACROSS BLVD. FX4417'FROM HOUSE NO 8000, 4.7 METERS WEST OF THE WEST CURB OF HAMPTON FX4417'BLVD., 1.03 METERS WEST OF A FIRE HYDRANT, 1.8 METERS NORTH OF FX4417'POWERLINE POLE NO IG 97 AND 0.1 METER NORTHEAST OF THE SOUTHWEST FX4417'CORNER OF THE CONCRETE FOOTING. FX4417'THE MARK IS 0.4 M ABOVE HAMPTON BLVD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4422 *********************************************************************** FX4422 FBN - This is a Federal Base Network Control Station. FX4422 TIDAL BM - This is a Tidal Bench Mark. FX4422 DESIGNATION - L 308 RESET FX4422 PID - FX4422 FX4422 STATE/COUNTY- VA/SOUTHAMPTON FX4422 USGS QUAD - NORFOLK NORTH (1989) FX4422 FX4422 *CURRENT SURVEY CONTROL FX4422 ___________________________________________________________________ FX4422* NAD 83(1993)- 36 57 23.38404(N) 076 19 37.18974(W) ADJUSTED FX4422* NAVD 88 - 2.27 (meters) 7.4 (feet) RESET FX4422 ___________________________________________________________________ FX4422 X - 1,206,218.027 (meters) COMP FX4422 Y - -4,958,257.354 (meters) COMP FX4422 Z - 3,813,515.448 (meters) COMP FX4422 LAPLACE CORR- -3.10 (seconds) DEFLEC99 FX4422 ELLIP HEIGHT- -34.59 (meters) (08/14/01) GPS OBS FX4422 GEOID HEIGHT- -36.83 (meters) GEOID99 FX4422 FX4422 HORZ ORDER - A FX4422 VERT ORDER - THIRD FX4422 ELLP ORDER - FOURTH CLASS I FX4422 FX4422.The horizontal coordinates were established by GPS observations FX4422.and adjusted by the National Geodetic Survey in August 2001. FX4422 FX4422.The orthometric height was computed from unverified reset data. FX4422.No vertical observational check was made to the station. FX4422 FX4422.This Tidal Bench Mark is designated as VM 14011 FX4422.by the Center for Operational Oceanographic Products and Services. FX4422 FX4422.The X, Y, and Z were computed from the position and the ellipsoidal ht. FX4422 FX4422.The Laplace correction was computed from DEFLEC99 derived deflections. FX4422 FX4422.The ellipsoidal height was determined by GPS observations FX4422.and is referenced to NAD 83. FX4422 FX4422.The geoid height was determined by GEOID99. FX4422 FX4422; North East Units Scale Converg. FX4422;SPC VA S - 1,071,382.188 3,693,510.050 MT 0.99997097 +1 19 07.9 FX4422;UTM 18 - 4,090,868.899 381,858.824 MT 0.99977194 -0 47 52.4 FX4422 FX4422 SUPERSEDED SURVEY CONTROL FX4422 FX4422 NGVD 29 (10/07/03) 2.51 (m) 8.2 (f) RESET 3 FX4422 FX4422.Superseded values are not recommended for survey control. FX4422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4422.See file dsdata.txt to determine how the superseded data were derived. FX4422 FX4422_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8185990869(NAD 83) FX4422_MARKER: DB = BENCH MARK DISK FX4422_SETTING: 40 = PIER FX4422_STAMPING: L 308 RESET 1985 FX4422_MARK LOGO: NGS FX4422_MAGNETIC: N = NO MAGNETIC MATERIAL FX4422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FX4422+STABILITY: POSITION/ELEVATION WELL FX4422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX4422+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2001 FX4422 FX4422 HISTORY - Date Condition Report By FX4422 HISTORY - 1985 MONUMENTED NGS FX4422 HISTORY - 19850418 GOOD NGS FX4422 HISTORY - 20000205 GOOD NGS FX4422 HISTORY - 20010623 GOOD USPSQD FX4422 FX4422 STATION DESCRIPTION FX4422 FX4422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4422'IN NORFOLK. FX4422'IN THE CITY OF NORFOLK, ON THE U.S. NAVAL BASE, AT THE SOUTHEAST END FX4422'OF PIER ELEVEN, 0.88 M (2.9 FT) NORTH OF THE NORTH EDGE OF CURB OF FX4422'PIER ELEVEN, 1.75 METERS EAST OF BULKHEAD, 2.3 M (7.5 FT) NORTHEAST FX4422'OF POINT WHERE THE CURB AND THE BULKHEAD INTERSECT AND 9.4 M FX4422'(30.8 FT) EAST OF THE EAST-MOST ANCHOR CLEAT FOR MOORING SHIPS. FX4422 FX4422 STATION RECOVERY (1985) FX4422 FX4422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4422'THE STATION IS LOCATED IN THE CITY OF NORFOLK, ON THE U.S. NAVAL FX4422'STATION AT THE SOUTHEAST END OF PIER 11. OWNERSHIP GOVERNMENT. THE FX4422'STATION IS A STANDARD NGS DISK STAMPED--L 308 RESET 1985-- THE DISK IS FX4422'CEMENTED IN A DRILL HOLE IN THE CONCRETE RETAINING WALL OF PIER FX4422'ELEVEN. LOCATED 0.88 METERS (2.9 FEET) NORTH FROM THE NORTH EDGE OF A FX4422'CURB, 1.75 METERS (5.7 FEET) EAST FROM THE BULKHEAD, 2.3 METERS FX4422'(7.6 FEET) NORTHEAST FROM A POINT WHERE THE CURB AND THE BULK HEAD FX4422'INTERSECT, 9.4 METERS (30.8 FEET) EAST FROM THE EAST MOST MOARING FX4422'CLEAT FOR SHIPS. FX4422 FX4422 STATION RECOVERY (2000) FX4422 FX4422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (MLM) FX4422'THE STATION IS LOCATED AT THE US NAVAL BASE IN NORFOLK JUST SOUTHWEST FX4422'OF THE GUARD BUILDING OF PIER 11. OWNERSHIP--US NAVY. TO REACH THE FX4422'STATION FRON THE JUNCTION OF US HIGHWAY 460 (GRANBY STREET) AND FX4422'INTERSTATE HIGHWAYS 564 AND 64 (EXIT 276) IN NORFOLK, GO NORTHWEST ON FX4422'INTERSTATE HIGHWAY 564 FOR 5.79 KM (3.60 MI) TO THE JUNCTION OF STATE FX4422'HIGHWAY 337 AND MARYLAND AVENUE, GATE 1 OF THE NAVAL BASE STRAIGHT FX4422'AHEAD AND GATE 2 ON THE RIGHT, TURN LEFT, NORTHEAST ON MARYLAND AVENUE FX4422'PASSING THROUGH GATE 2 FOR 0.56 KM (0.35 MI) TO THE JUNCTION OF FX4422'POWHATAN STREET, TURN LEFT, NORTHWEST ON POWAHATAN STREET FOR 0.80 KM FX4422'(0.50 MI) TO THE JUNCTION OF DECATUR AT THE FIRE STATION, TURN RIGHT, FX4422'NORTH ON DECATUR STREET FOR 0.80 KM (0.50 MI) TO PIER 11 0N THE LEFT, FX4422'PARK AS YOU HAVE TO PACK AND PASS THROUGH THE GUARD STATION BUILDING FX4422'TO REACH THE STATION, PASS THROUGH THE GUARD STATION ONTO THE PIER AND FX4422'TURN LEFT, SOUTHERLY TO THE SOUTHWEST CORNER OF THE BRICK GUARD FX4422'BUILDING AND THE STATION ON THE NORTH SIDE OF THE METAL SPOKE FENCE. FX4422'THE STATION IS AN NGS VERTICAL CONTROL DISK SET ABOUT FLUSH IN THE FX4422'CONCRETE PIER, LOCATED 3.29 M (10.79 FT) SOUTHWEST OF THE SOUTHWEST FX4422'CORNER OF THE GUARD BUILDING, 2.65 M (8.69 FT) EAST OF THE NORTHEAST FX4422'CORNER OF THE FENCE AND 0.61 M (2.00 FT) NORTH OF THE FENCE. FX4422 FX4422 STATION RECOVERY (2001) FX4422 FX4422'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR) FX4422'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4425 *********************************************************************** FX4425 DESIGNATION - L 310 RESET FX4425 PID - FX4425 FX4425 STATE/COUNTY- VA/SOUTHAMPTON FX4425 USGS QUAD - LITTLE CREEK (1989) FX4425 FX4425 *CURRENT SURVEY CONTROL FX4425 ___________________________________________________________________ FX4425* NAD 83(1986)- 36 54 37. (N) 076 11 11. (W) SCALED FX4425* NAVD 88 - 2.49 (meters) 8.2 (feet) RESET FX4425 ___________________________________________________________________ FX4425 GEOID HEIGHT- -37.19 (meters) GEOID99 FX4425 FX4425 VERT ORDER - THIRD FX4425 FX4425.The horizontal coordinates were scaled from a topographic map and have FX4425.an estimated accuracy of +/- 6 seconds. FX4425 FX4425.The orthometric height was computed from unverified reset data. FX4425.No vertical observational check was made to the station. FX4425 FX4425.The geoid height was determined by GEOID99. FX4425 FX4425; North East Units Estimated Accuracy FX4425;SPC VA S - 1,066,550. 3,706,160. MT (+/- 180 meters Scaled) FX4425 FX4425 SUPERSEDED SURVEY CONTROL FX4425 FX4425 NGVD 29 (10/07/03) 2.75 (m) 9.0 (f) RESET 3 FX4425 FX4425.Superseded values are not recommended for survey control. FX4425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4425.See file dsdata.txt to determine how the superseded data were derived. FX4425 FX4425_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF943855(NAD 83) FX4425_MARKER: DB = BENCH MARK DISK FX4425_SETTING: 32 = SPILLWAY FX4425_STAMPING: L 310 RESET 1983 FX4425_MARK LOGO: VADHT FX4425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4425+STABILITY: SURFACE MOTION FX4425 FX4425 HISTORY - Date Condition Report By FX4425 HISTORY - 1983 MONUMENTED VADHT FX4425 FX4425 STATION DESCRIPTION FX4425 FX4425'DESCRIBED BY VA DEPT HWYS-TRANSP 1983 FX4425'5.0 KM (3.10 MI) NW FROM BAYSIDE. FX4425'0.1 MILE NORTH ALONG STATE HIGHWAY 651 FROM THE POST OFFICE IN FX4425'BAYSIDE, THENCE 3.0 MILES WEST ALONG U.S. HIGHWAY 60, SET IN TOP OF FX4425'SOUTHWEST CORNER OF SPILLWAY FOR LAKE WHITEHURST INTO LITTLE CREEK FX4425'COVE. 67.75 FT LT. OF STATION 320+70 POT CONSTRUCTION CENTER LINE FX4425'ROUTE 60. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4423 *********************************************************************** FX4423 DESIGNATION - M 416 RESET FX4423 PID - FX4423 FX4423 STATE/COUNTY- VA/SOUTHAMPTON FX4423 USGS QUAD - KEMPSVILLE (1986) FX4423 FX4423 *CURRENT SURVEY CONTROL FX4423 ___________________________________________________________________ FX4423* NAD 83(1986)- 36 51 24. (N) 076 08 48. (W) SCALED FX4423* NAVD 88 - 5.53 (meters) 18.1 (feet) RESET FX4423 ___________________________________________________________________ FX4423 GEOID HEIGHT- -37.38 (meters) GEOID99 FX4423 FX4423 VERT ORDER - THIRD FX4423 FX4423.The horizontal coordinates were scaled from a topographic map and have FX4423.an estimated accuracy of +/- 6 seconds. FX4423 FX4423.The orthometric height was computed from unverified reset data. FX4423.No vertical observational check was made to the station. FX4423 FX4423.The geoid height was determined by GEOID99. FX4423 FX4423; North East Units Estimated Accuracy FX4423;SPC VA S - 1,060,690. 3,709,840. MT (+/- 180 meters Scaled) FX4423 FX4423 SUPERSEDED SURVEY CONTROL FX4423 FX4423 NGVD 29 (10/07/03) 5.78 (m) 19.0 (f) RESET 3 FX4423 FX4423.Superseded values are not recommended for survey control. FX4423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4423.See file dsdata.txt to determine how the superseded data were derived. FX4423 FX4423_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF977795(NAD 83) FX4423_MARKER: DB = BENCH MARK DISK FX4423_SETTING: 32 = RETAINING WALL FX4423_STAMPING: M 416 RESET 1981 FX4423_MARK LOGO: VADHT FX4423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4423+STABILITY: SURFACE MOTION FX4423 FX4423 HISTORY - Date Condition Report By FX4423 HISTORY - 1981 MONUMENTED VADHT FX4423 FX4423 STATION DESCRIPTION FX4423 FX4423'DESCRIBED BY VA DEPT HWYS-TRANSP 1981 FX4423'1.6 KM (1.00 MI) NE FROM CHINESE CORNER. FX4423'0.99 MILE NORTHEAST ALONG WITCHDUCK ROAD FROM THE INTERSECTION OF U.S. FX4423'HIGHWAY 58 (VA. BEACH BLVD.) IN CHINESE CORNER, ABOUT 0.14 MILE WEST FX4423'OF ARAGONA BLVD. LEADING NORTH AND SOUTH, DIRECTLY SOUTH AND ACROSS FX4423'HIGHWAY FROM THE ROSEWOOD CEMETERY, 284 FT. SOUTHEAST AND ACROSS FX4423'HIGHWAY FROM THE MAIN ENTRANCE TO CEMETERY, 45 FT. SOUTH OF FX4423'CENTERLINE OF HIGHWAY, 16.4 FT. NORTHEAST OF 6 FOOT CHAIN LINK FENCE FX4423'CORNER, 5.4 FT. NORTHEAST OF VEPCO POLE LB-37, 15.4 FT. SOUTHEAST OF FX4423'V.D.H.T. MANHOLE, 8.6 FT. SOUTHEAST OF FIRE HYDRANT, 1 FOOT EAST END FX4423'OF CONCRETE WALL, AND SET IN THE TOP OF A CONCRETE WALL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4418 *********************************************************************** FX4418 TIDAL BM - This is a Tidal Bench Mark. FX4418 DESIGNATION - PIER 11 FX4418 PID - FX4418 FX4418 STATE/COUNTY- VA/SOUTHAMPTON FX4418 USGS QUAD - NORFOLK NORTH (1989) FX4418 FX4418 *CURRENT SURVEY CONTROL FX4418 ___________________________________________________________________ FX4418* NAD 83(1986)- 36 57 26. (N) 076 19 52. (W) SCALED FX4418* NAVD 88 - 2.56 (meters) 8.4 (feet) RESET FX4418 ___________________________________________________________________ FX4418 GEOID HEIGHT- -36.82 (meters) GEOID99 FX4418 FX4418 VERT ORDER - THIRD FX4418 FX4418.The horizontal coordinates were scaled from a topographic map and have FX4418.an estimated accuracy of +/- 6 seconds. FX4418 FX4418.The orthometric height was computed from unverified reset data. FX4418.No vertical observational check was made to the station. FX4418 FX4418.This Tidal Bench Mark is designated as VM 14013 FX4418.by the Center for Operational Oceanographic Products and Services. FX4418 FX4418.The geoid height was determined by GEOID99. FX4418 FX4418; North East Units Estimated Accuracy FX4418;SPC VA S - 1,071,450. 3,693,140. MT (+/- 180 meters Scaled) FX4418 FX4418 SUPERSEDED SURVEY CONTROL FX4418 FX4418 NGVD 29 (10/07/03) 2.81 (m) 9.2 (f) RESET 3 FX4418 FX4418.Superseded values are not recommended for survey control. FX4418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4418.See file dsdata.txt to determine how the superseded data were derived. FX4418 FX4418_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF814909(NAD 83) FX4418_MARKER: DB = BENCH MARK DISK FX4418_SETTING: 40 = PIER FX4418_STAMPING: PIER 11 1985 FX4418_MARK LOGO: NGS FX4418_MAGNETIC: N = NO MAGNETIC MATERIAL FX4418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FX4418+STABILITY: POSITION/ELEVATION WELL FX4418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX4418+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2001 FX4418 FX4418 HISTORY - Date Condition Report By FX4418 HISTORY - 1985 MONUMENTED NGS FX4418 HISTORY - 19850418 GOOD NGS FX4418 HISTORY - 20010623 GOOD USPSQD FX4418 FX4418 STATION DESCRIPTION FX4418 FX4418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4418'IN CITY OF NORFOLK. FX4418'IN THE CITY OF NORFOLK, ON THE U.S. NAVAL STATION, AT THE SOUTHWEST FX4418'CORNER OF PIER ELEVEN, 0.89 M (2.9 FT) NORTHEAST OF THE SOUTHWEST FX4418'CORNER OF CONCRETE PIER, 6.9 M (22.6 FT) WEST OF THE CENTER OF A FX4418'3-FOOT HIGH MOORING CLEAT FOR SHIPS AND 9.6 M (31.5 FT) SOUTH OF THE FX4418'CENTER OF A 1-FOOT HIGH MOORING CLEAT. FX4418'THE MARK IS 0.32 M ABOVE THE FLOOR OF THE PIER. FX4418 FX4418 STATION RECOVERY (1985) FX4418 FX4418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4418'THIS STATION REPLACES STATION SUB 1943. THE STATION IS LOCATED ABOUT FX4418'ON THE U.S. NAVAL STATION ON THE SOUTHWEST CORNER OF PIER ELEVEN IN FX4418'NORFOLK VIRGINIA. OWNERSHIP U.S. GOVERNMENT. FX4418' FX4418'THE STATION IS A STANDARD NGS DISK STAMPED--PIER 11 1985--, ON THE FX4418'SOUTHWEST CORNER OF PIER 11, CEMENTED IN A DRILL HOLE IN THE SOUTHWEST FX4418'CORNER OF THE CONCRETE PIER. LOCATED 0.895 METERS (2.9 FEET) FX4418'NORTHEAST FROM THE SOUTHWEST CORNER OF PIER, 6.96 METERS (22.8 FEET) FX4418'WEST FROM THE CENTER OF 3 FOOT HIGH METAL MOARING CLEAT FOR SHIPS, FX4418'9.6 METERS (31.5 FEET) SOUTH FROM THE CENTER OF A 1 FOOT HIGH METAL FX4418'MOARING CLEAT FOR SHIPS. FX4418' FX4418'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED--PIER 11 NO. 1 FX4418'1985--, CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE CENTER FX4418'OF THE PIER. LOCATED 1.25 METERS (4.1 FEET) EAST FROM THE INSIDE EDGE FX4418'OF WEST CURB OF PIER, 10.69 METERS (35.1 FEET) NORTH FROM THE CENTER FX4418'OF A 1 FOOT HIGH MOARING CLEAT, 10.72 METERS (35.2 FEET) SOUTH FROM FX4418'THE CENTER OF A 1 FOOT HIGH MOARING CLEAT AND 0.32 METERS BELOW THE FX4418'STATION. FX4418' FX4418'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED--PIER 11 NO. 2 FX4418'1985--, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR MOARING FX4418'CLEAT THAT PROJECTS ABOUT 32 CM ABOVE THE DECK OF THE PIER AND IS FX4418'BETWEEN THE 1300 AND THE 1325 FOOT MARKERS. LOCATED 0.48 METERS FX4418'(1.6 FEET) NORTHWEST FROM THE CENTER OF A 1 FOOT HIGH MOARING CLEAT FX4418'FOR SHIPS, 17.83 METERS (58.5 FEET) EAST FROM THE CENTER OF A 35 FOOT FX4418'HIGH MOARING CLEAT FOR SHIPS. FX4418' FX4418'AZIMUTH NO 1, L 308, IS A STANDARD NGS DISK STAMPED--L 308 RESET FX4418'1985--, THE DISK IS CEMENTED IN A DRILL HOLE IN THE CONCRETE RETAINING FX4418'WALL OF PIER ELEVEN. LOCATED 0.88 METERS (2.9 FEET) NORTH FROM THE FX4418'NORTH EDGE OF A CURB, 1.75 METERS (5.7 FEET) EAST FROM THE BULKHEAD, FX4418'2.3 METERS (7.6 FEET) NORTHEAST FROM A POINT WHERE THE CURB AND THE FX4418'BULK HEAD INTERSECT, 9.4 METERS (30.8 FEET) EAST FROM THE EAST MOST FX4418'MOARING CLEAT FOR SHIPS. FX4418' FX4418' FX4418' FX4418' FX4418' FX4418' FX4418' FX4418' FX4418' FX4418 FX4418 STATION RECOVERY (2001) FX4418 FX4418'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR) FX4418'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4419 *********************************************************************** FX4419 TIDAL BM - This is a Tidal Bench Mark. FX4419 DESIGNATION - PIER 11 RM 1 FX4419 PID - FX4419 FX4419 STATE/COUNTY- VA/SOUTHAMPTON FX4419 USGS QUAD - NORFOLK NORTH (1989) FX4419 FX4419 *CURRENT SURVEY CONTROL FX4419 ___________________________________________________________________ FX4419* NAD 83(1986)- 36 57 27. (N) 076 19 52. (W) SCALED FX4419* NAVD 88 - 2.29 (meters) 7.5 (feet) RESET FX4419 ___________________________________________________________________ FX4419 GEOID HEIGHT- -36.82 (meters) GEOID99 FX4419 FX4419 VERT ORDER - THIRD FX4419 FX4419.The horizontal coordinates were scaled from a topographic map and have FX4419.an estimated accuracy of +/- 6 seconds. FX4419 FX4419.The orthometric height was computed from unverified reset data. FX4419.No vertical observational check was made to the station. FX4419 FX4419.This Tidal Bench Mark is designated as VM 14014 FX4419.by the Center for Operational Oceanographic Products and Services. FX4419 FX4419.The geoid height was determined by GEOID99. FX4419 FX4419; North East Units Estimated Accuracy FX4419;SPC VA S - 1,071,490. 3,693,140. MT (+/- 180 meters Scaled) FX4419 FX4419 SUPERSEDED SURVEY CONTROL FX4419 FX4419 NGVD 29 (10/07/03) 2.54 (m) 8.3 (f) RESET 3 FX4419 FX4419.Superseded values are not recommended for survey control. FX4419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4419.See file dsdata.txt to determine how the superseded data were derived. FX4419 FX4419_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF814909(NAD 83) FX4419_MARKER: DR = REFERENCE MARK DISK FX4419_SETTING: 40 = PIER FLOOR FX4419_STAMPING: PIER 11 NO 1 1985 FX4419_MARK LOGO: NGS FX4419_MAGNETIC: N = NO MAGNETIC MATERIAL FX4419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FX4419+STABILITY: POSITION/ELEVATION WELL FX4419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX4419+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2001 FX4419 FX4419 HISTORY - Date Condition Report By FX4419 HISTORY - 1985 MONUMENTED NGS FX4419 HISTORY - 19850418 GOOD NGS FX4419 HISTORY - 20010623 GOOD USPSQD FX4419 FX4419 STATION DESCRIPTION FX4419 FX4419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4419'IN NORFOLK. FX4419'IN THE CITY OF NORFOLK, ON THE U.S. NAVAL STATION, AT THE WEST END AND FX4419'IN THE CENTER OF PIER ELEVEN, 1.2 M (3.9 FT) EAST OF THE INSIDE EDGE FX4419'OF THE WEST CURB OF THE PIER, 10.6 M (34.8 FT) NORTH OF THE CENTER OF FX4419'A MOORING CLEAT AND 10.7 M (35.1 FT) SOUTH OF THE CENTER OF A MOORING FX4419'CLEAT. FX4419'THE MARK IS ABOVE LEVEL WITH THE FLOOR OF THE PIER. FX4419 FX4419 STATION RECOVERY (1985) FX4419 FX4419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4419'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED PIER 11 NO. 1 1985 FX4419'CEMENTED IN A DRILL HOLE IN THE CONCRETE FLOOR OF THE CENTER OF THE FX4419'PIER. LOCATED 1.25 METERS, 4.1 FEET EAST FROM THE INSIDE EDGE OF WEST FX4419'CURB OF PIER. 10.69 METERS, 35.1 FEET NORTH FROM THE CENTER OF A 1 FX4419'FOOT HIGH MOARING CLEAT. 10.72 METERS, 35.2 FEET SOUTH FROM THE FX4419'CENTER OF A 1 FOOT HIGH MOARING CLEAT. AND 0.32 METERS BELOW THE FX4419'STATION. FX4419' FX4419' FX4419' FX4419 FX4419 STATION RECOVERY (2001) FX4419 FX4419'RECOVERY NOTE BY US POWER SQUADRON 2001 (SMR) FX4419'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4420 *********************************************************************** FX4420 TIDAL BM - This is a Tidal Bench Mark. FX4420 DESIGNATION - PIER 11 RM 2 FX4420 PID - FX4420 FX4420 STATE/COUNTY- VA/SOUTHAMPTON FX4420 USGS QUAD - NORFOLK NORTH (1989) FX4420 FX4420 *CURRENT SURVEY CONTROL FX4420 ___________________________________________________________________ FX4420* NAD 83(1986)- 36 57 27. (N) 076 19 51. (W) SCALED FX4420* NAVD 88 - 2.56 (meters) 8.4 (feet) RESET FX4420 ___________________________________________________________________ FX4420 GEOID HEIGHT- -36.82 (meters) GEOID99 FX4420 FX4420 VERT ORDER - THIRD FX4420 FX4420.The horizontal coordinates were scaled from a topographic map and have FX4420.an estimated accuracy of +/- 6 seconds. FX4420 FX4420.The orthometric height was computed from unverified reset data. FX4420.No vertical observational check was made to the station. FX4420 FX4420.This Tidal Bench Mark is designated as VM 14012 FX4420.by the Center for Operational Oceanographic Products and Services. FX4420 FX4420.The geoid height was determined by GEOID99. FX4420 FX4420; North East Units Estimated Accuracy FX4420;SPC VA S - 1,071,490. 3,693,170. MT (+/- 180 meters Scaled) FX4420 FX4420 SUPERSEDED SURVEY CONTROL FX4420 FX4420 NGVD 29 (10/07/03) 2.81 (m) 9.2 (f) RESET 3 FX4420 FX4420.Superseded values are not recommended for survey control. FX4420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4420.See file dsdata.txt to determine how the superseded data were derived. FX4420 FX4420_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF815909(NAD 83) FX4420_MARKER: DR = REFERENCE MARK DISK FX4420_SETTING: 40 = PIER FX4420_STAMPING: PIER 11 NO 2 1985 FX4420_MARK LOGO: NGS FX4420_MAGNETIC: N = NO MAGNETIC MATERIAL FX4420_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD FX4420+STABILITY: POSITION/ELEVATION WELL FX4420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX4420+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2001 FX4420 FX4420 HISTORY - Date Condition Report By FX4420 HISTORY - 1985 MONUMENTED NGS FX4420 HISTORY - 19850418 GOOD NGS FX4420 HISTORY - 20010623 GOOD USPSQD FX4420 FX4420 STATION DESCRIPTION FX4420 FX4420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4420'IN NORFOLK. FX4420'IN THE CITY OF NORFOLK, ON THE U.S. NAVAL STATION NEAR THE SOUTHWEST FX4420'CORNER OF PIER 11, IN THE BASE OF A MOORING CLEAT FOR SHIPS, BETWEEN FX4420'THE 1300 AND THE 1325 FOOT MARKERS ON THE PIER 0.48 M (1.6 FT) FX4420'NORTHWEST OF THE CENTER OF CLEAT AND 17.83 M (58.5 FT) EAST OF THE FX4420'CENTER OF A 3-FOOT HIGH MOORING CLEAT. FX4420'THE MARK IS 0.32 M ABOVE FLOOR OF THE PIER. FX4420 FX4420 STATION RECOVERY (1985) FX4420 FX4420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4420'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED PIER 11 NO. 2 1985 FX4420'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE FOR MOARING CLEAT THAT FX4420'PROJECTS ABOUT 32 CM ABOVE THE DECK OF THE PIER AND IS BETWEEN THE FX4420'1300 AND THE 1325 FOOT MARKERS. LOCATED 0.48 METERS, 1.6 FEET FX4420'NORTHWEST FROM THE CENTER OF A 1 FOOT HIGH MOARING CLEAT FOR SHIPS. FX4420'17.83 METERS, 58.5 FEET EAST FROM THE CENTER OF A 35 FOOT HIGH MOARING FX4420'CLEAT FOR SHIPS. FX4420' FX4420' FX4420 FX4420 STATION RECOVERY (2001) FX4420 FX4420'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR) FX4420'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX1009 *********************************************************************** FX1009 DESIGNATION - Q 284 RESET 1955 FX1009 PID - FX1009 FX1009 STATE/COUNTY- VA/SOUTHAMPTON FX1009 USGS QUAD - FRANKLIN (1986) FX1009 FX1009 *CURRENT SURVEY CONTROL FX1009 ___________________________________________________________________ FX1009* NAD 83(1986)- 36 41 02. (N) 076 56 30. (W) SCALED FX1009* NAVD 88 - 19.03 (+/-2cm) 62.4 (feet) VERTCON FX1009 ___________________________________________________________________ FX1009 GEOID HEIGHT- -35.26 (meters) GEOID99 FX1009 FX1009 VERT ORDER - THIRD (See Below) FX1009 FX1009.The horizontal coordinates were scaled from a topographic map and have FX1009.an estimated accuracy of +/- 6 seconds. FX1009 FX1009.The NAVD 88 height was computed by applying the VERTCON shift value to FX1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX1009.The vertical order pertains to the superseded datum. FX1009 FX1009.The geoid height was determined by GEOID99. FX1009 FX1009; North East Units Estimated Accuracy FX1009;SPC VA S - 1,040,050. 3,639,280. MT (+/- 180 meters Scaled) FX1009 FX1009 SUPERSEDED SURVEY CONTROL FX1009 FX1009 NGVD 29 (10/07/03) 19.48 (m) 63.9 (f) RESET 3 FX1009 FX1009.Superseded values are not recommended for survey control. FX1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX1009.See file dsdata.txt to determine how the superseded data were derived. FX1009 FX1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF265615(NAD 83) FX1009_MARKER: DD = SURVEY DISK FX1009_SETTING: 30 = SIDEWALK FX1009_STAMPING: Q 284 RESET 1955 FX1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX1009 FX1009 HISTORY - Date Condition Report By FX1009 HISTORY - 1955 MONUMENTED VADH FX1009 FX1009 STATION DESCRIPTION FX1009 FX1009'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1955 FX1009'1 MI NW FROM FRANKLIN. FX1009'1.0 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION FX1009'AT FRANKLIN, SOUTHAMPTON COUNTY, 80 YARDS SOUTHWEST OF A FX1009'STATION-ONE-MILE SIGN, 90 YARDS SOUTHWEST OF THE TRACK, 25 FEET FX1009'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 58, 136 FEET SOUTHEAST FX1009'OF THE CENTER OF A CROSSING OF THE HIGHWAY AND A NORTH-AND-SOUTH FX1009'STREET, 69 FEET SOUTH OF THE SOUTH CORNER OF A HOUSE, NEAR FX1009'THE SOUTH CORNER OF THE LAWN, 20 FEET NORTHWEST OF A POWER FX1009'LINE POLE, IN THE TOP OF THE CONCRETE SIDEWALK, AND 144 FEET FX1009'FROM THE NORTH EDGE. NOTE-- THIS BENCH MARK WAS ESTABLISHED FX1009'AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE STATE DEPARTMENT FX1009'OF HIGHWAYS IN APRIL 1955. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4424 *********************************************************************** FX4424 DESIGNATION - Q 310 RESET FX4424 PID - FX4424 FX4424 STATE/COUNTY- VA/SOUTHAMPTON FX4424 USGS QUAD - LITTLE CREEK (1989) FX4424 FX4424 *CURRENT SURVEY CONTROL FX4424 ___________________________________________________________________ FX4424* NAD 83(1986)- 36 54 26. (N) 076 10 06. (W) SCALED FX4424* NAVD 88 - 2.53 (meters) 8.3 (feet) RESET FX4424 ___________________________________________________________________ FX4424 GEOID HEIGHT- -37.24 (meters) GEOID99 FX4424 FX4424 VERT ORDER - THIRD FX4424 FX4424.The horizontal coordinates were scaled from a topographic map and have FX4424.an estimated accuracy of +/- 6 seconds. FX4424 FX4424.The orthometric height was computed from unverified reset data. FX4424.No vertical observational check was made to the station. FX4424 FX4424.The geoid height was determined by GEOID99. FX4424 FX4424; North East Units Estimated Accuracy FX4424;SPC VA S - 1,066,250. 3,707,770. MT (+/- 180 meters Scaled) FX4424 FX4424 SUPERSEDED SURVEY CONTROL FX4424 FX4424 NGVD 29 (10/07/03) 2.78 (m) 9.1 (f) RESET 3 FX4424 FX4424.Superseded values are not recommended for survey control. FX4424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4424.See file dsdata.txt to determine how the superseded data were derived. FX4424 FX4424_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF959852(NAD 83) FX4424_MARKER: DB = BENCH MARK DISK FX4424_SETTING: 32 = WINGWALL FX4424_STAMPING: Q 310 RESET 1987 FX4424_MARK LOGO: VADHT FX4424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4424+STABILITY: SURFACE MOTION FX4424 FX4424 HISTORY - Date Condition Report By FX4424 HISTORY - 1987 MONUMENTED VADHT FX4424 FX4424 STATION DESCRIPTION FX4424 FX4424'DESCRIBED BY VA DEPT HWYS-TRANSP 1987 FX4424'3.1 KM (1.95 MI) NW FROM BAYSIDE. FX4424'0.1 MILE NORTH ALONG STATE HIGHWAY 651 FROM THE POST OFFICE IN FX4424'BAYSIDE, THENCE 1.85 MILES WEST ALONG U.S. HIGHWAY 60, ALONG THE FX4424'NORTH SIDE OF LITTLE CREEK RESERVOIR, SET IN TOP OF NORTHWEST FX4424'WINGWALL TO NEW 8 FT X 6 FT BOX CULVERT UNDER EBL AND WBL OF RTE. 60 FX4424'(SHORE DR.) 38 FT. LEFT OF STATION 554+80 E.B.L. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX1153 *********************************************************************** FX1153 DESIGNATION - S 286 RESET 1975 FX1153 PID - FX1153 FX1153 STATE/COUNTY- VA/SOUTHAMPTON FX1153 USGS QUAD - COURTLAND (1986) FX1153 FX1153 *CURRENT SURVEY CONTROL FX1153 ___________________________________________________________________ FX1153* NAD 83(1986)- 36 44 53. (N) 077 03 47. (W) SCALED FX1153* NAVD 88 - 12.02 (meters) 39.4 (feet) RESET FX1153 ___________________________________________________________________ FX1153 GEOID HEIGHT- -34.86 (meters) GEOID99 FX1153 FX1153 VERT ORDER - THIRD FX1153 FX1153.The horizontal coordinates were scaled from a topographic map and have FX1153.an estimated accuracy of +/- 6 seconds. FX1153 FX1153.The orthometric height was computed from unverified reset data. FX1153.No vertical observational check was made to the station. FX1153 FX1153.The geoid height was determined by GEOID99. FX1153 FX1153; North East Units Estimated Accuracy FX1153;SPC VA S - 1,047,000. 3,628,320. MT (+/- 180 meters Scaled) FX1153 FX1153 SUPERSEDED SURVEY CONTROL FX1153 FX1153 NGVD 29 (10/07/03) 12.46 (m) 40.9 (f) RESET 3 FX1153 FX1153.Superseded values are not recommended for survey control. FX1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX1153.See file dsdata.txt to determine how the superseded data were derived. FX1153 FX1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF158689(NAD 83) FX1153_MARKER: DB = BENCH MARK DISK FX1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX1153_STAMPING: S 286 RESET 1975 FX1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX1153+STABILITY: SURFACE MOTION FX1153 FX1153 HISTORY - Date Condition Report By FX1153 HISTORY - 1975 MONUMENTED VADH FX1153 FX1153 STATION DESCRIPTION FX1153 FX1153'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1975 FX1153'0.5 MI NW FROM COURTLAND. FX1153'0.5 MILE NORTHWEST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE FX1153'AT COURTLAND, SOUTHAMPTON COUNTY, THENCE 1.7 MILES NORTHEAST FX1153'ALONG STATE HIGHWAY 616, STANDARD DISK SET IN CONCRETE POST, 6 FX1153'INCHES ABOVE GROUND, 47 FEET WEST OF CENTERLINE OF ROUTE 616, 13 FX1153'FEET NORTH OF CENTER OF SMALL STREAM. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4421 *********************************************************************** FX4421 DESIGNATION - V 416 RESET FX4421 PID - FX4421 FX4421 STATE/COUNTY- VA/SOUTHAMPTON FX4421 USGS QUAD - LITTLE CREEK (1989) FX4421 FX4421 *CURRENT SURVEY CONTROL FX4421 ___________________________________________________________________ FX4421* NAD 83(1986)- 36 54 23. (N) 076 08 51. (W) SCALED FX4421* NAVD 88 - 2.99 (meters) 9.8 (feet) RESET FX4421 ___________________________________________________________________ FX4421 GEOID HEIGHT- -37.28 (meters) GEOID99 FX4421 FX4421 VERT ORDER - THIRD FX4421 FX4421.The horizontal coordinates were scaled from a topographic map and have FX4421.an estimated accuracy of +/- 6 seconds. FX4421 FX4421.The orthometric height was computed from unverified reset data. FX4421.No vertical observational check was made to the station. FX4421 FX4421.The geoid height was determined by GEOID99. FX4421 FX4421; North East Units Estimated Accuracy FX4421;SPC VA S - 1,066,210. 3,709,630. MT (+/- 180 meters Scaled) FX4421 FX4421 SUPERSEDED SURVEY CONTROL FX4421 FX4421 NGVD 29 (10/07/03) 3.24 (m) 10.6 (f) RESET 3 FX4421 FX4421.Superseded values are not recommended for survey control. FX4421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4421.See file dsdata.txt to determine how the superseded data were derived. FX4421 FX4421_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF977851(NAD 83) FX4421_MARKER: DB = BENCH MARK DISK FX4421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4421_STAMPING: V 416 RESET 1983 FX4421_MARK LOGO: NGS FX4421_PROJECTION: FLUSH FX4421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4421+STABILITY: SURFACE MOTION FX4421 FX4421 HISTORY - Date Condition Report By FX4421 HISTORY - 1983 MONUMENTED NGS FX4421 FX4421 STATION DESCRIPTION FX4421 FX4421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 FX4421'IN VIRGINIA BEACH. FX4421'AT NORTH WEST EDGE OF VIRGINIA BEACH, AT THE SOUTHEAST CORNER OF THE FX4421'LITTLE CREEK NAVAL AMPHIBIOUS BASE, IN THE NORTHWEST ANGLE OF THE FX4421'INTERSECTION OF U.S. HIGHWAY 60 AND INDEPENDENCE BLVD, ABOUT 150 FX4421'YARDS SOUTH OF GATE NO 5 TO BASE, 0.32 M (1.0 FT) SOUTH OF A 3-FOOT FX4421'HIGH MESHWIRE FENCE, 9.2 M (30.2 FT) WEST OF A FENCE CORNER, 27.0 FX4421'METERS WEST OF THE CENTERLINE OF INDEPENDENCE BLVD., 5.5 M (18.0 FT) FX4421'NORTHWEST OF A POWERLINE POLE, 23.5 M (77.1 FT) NORTH OF THE FX4421'CENTERLINE OF THE WEST-BOUND LANE OF U.S. HIGHWAY 60 AND 7.6 M FX4421'(24.9 FT) NORTH OF THE WEST END OF AMPHIBIOUS BASE SIGN. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX4434 *********************************************************************** FX4434 DESIGNATION - Z 51 RESET FX4434 PID - FX4434 FX4434 STATE/COUNTY- VA/SOUTHAMPTON FX4434 USGS QUAD - COURTLAND (1986) FX4434 FX4434 *CURRENT SURVEY CONTROL FX4434 ___________________________________________________________________ FX4434* NAD 83(1986)- 36 43 06. (N) 077 04 08. (W) SCALED FX4434* NAVD 88 - 8.07 (+/-2cm) 26.5 (feet) VERTCON FX4434 ___________________________________________________________________ FX4434 GEOID HEIGHT- -34.89 (meters) GEOID99 FX4434 FX4434 VERT ORDER - THIRD (See Below) FX4434 FX4434.The horizontal coordinates were scaled from a topographic map and have FX4434.an estimated accuracy of +/- 6 seconds. FX4434 FX4434.The NAVD 88 height was computed by applying the VERTCON shift value to FX4434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4434.The vertical order pertains to the superseded datum. FX4434 FX4434.The geoid height was determined by GEOID99. FX4434 FX4434; North East Units Estimated Accuracy FX4434;SPC VA S - 1,043,690. 3,627,850. MT (+/- 180 meters Scaled) FX4434 FX4434 SUPERSEDED SURVEY CONTROL FX4434 FX4434 NGVD 29 (10/07/03) 8.51 (m) 27.9 (f) RESET 3 FX4434 FX4434.Superseded values are not recommended for survey control. FX4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4434.See file dsdata.txt to determine how the superseded data were derived. FX4434 FX4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF152656(NAD 83) FX4434_MARKER: DB = BENCH MARK DISK FX4434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4434_STAMPING: Z 51 RESET 1985 FX4434_MARK LOGO: NGS FX4434_PROJECTION: RECESSED 1 CENTIMETERS FX4434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4434+STABILITY: SURFACE MOTION FX4434 FX4434 HISTORY - Date Condition Report By FX4434 HISTORY - 1985 MONUMENTED NGS FX4434 FX4434 STATION DESCRIPTION FX4434 FX4434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4434'IN COURTLAND. FX4434'AT THE POST OFFICE, AT THE INTERSECTION OF STATE HIGHWAY 35 AND COUNTY FX4434'ROAD 1512 IN THE TOWN OF COURTLAND, 10.35 M (34.0 FT) NORTHWEST OF FX4434'THE NORTHWEST CORNER OF THE POST OFFICE, 6.35 METERS EAST OF THE FX4434'CENTERLINE OF STATE 35, 8.50 M (27.9 FT) SOUTH OF POWERLINE POLE IH64 FX4434'AND BETWEEN THE SIDEWALK AND THE CURB OF STATE 35. FX4434'THE MARK IS 0.10 M ABOVE MAIN STREET.