1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0520 *********************************************************************** FX0520 DESIGNATION - A 288 RESET 1973 FX0520 PID - FX0520 FX0520 STATE/COUNTY- VA/C OF NORFOLK FX0520 USGS QUAD - NORFOLK SOUTH (1986) FX0520 FX0520 *CURRENT SURVEY CONTROL FX0520 ___________________________________________________________________ FX0520* NAD 83(1986)- 36 51 14. (N) 076 15 50. (W) SCALED FX0520* NAVD 88 - 3.91 (+/-2cm) 12.8 (feet) VERTCON FX0520 ___________________________________________________________________ FX0520 GEOID HEIGHT- -37.12 (meters) GEOID99 FX0520 FX0520 VERT ORDER - THIRD (See Below) FX0520 FX0520.The horizontal coordinates were scaled from a topographic map and have FX0520.an estimated accuracy of +/- 6 seconds. FX0520 FX0520.The NAVD 88 height was computed by applying the VERTCON shift value to FX0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0520.The vertical order pertains to the superseded datum. FX0520 FX0520.The geoid height was determined by GEOID99. FX0520 FX0520; North East Units Estimated Accuracy FX0520;SPC VA S - 1,060,130. 3,699,400. MT (+/- 180 meters Scaled) FX0520 FX0520 SUPERSEDED SURVEY CONTROL FX0520 FX0520 NGVD 29 - 4.17 (m) 13.7 (f) RESET 3 FX0520 FX0520.Superseded values are not recommended for survey control. FX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0520.See file dsdata.txt to determine how the superseded data were derived. FX0520 FX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF873794(NAD 83) FX0520_MARKER: DB = BENCH MARK DISK FX0520_SETTING: 30 = MONUMENT FX0520_STAMPING: A 288 RESET 1973 FX0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0520 FX0520 HISTORY - Date Condition Report By FX0520 HISTORY - 1973 MONUMENTED NGS FX0520 HISTORY - 1974 GOOD NGS FX0520 FX0520 STATION DESCRIPTION FX0520 FX0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 FX0520'AT NORFOLK. FX0520'AT NORFOLK, ABOUT 300 FEET EAST OF THE INTERSECTION OF PRINCESS FX0520'ANNE ROAD AND PARK AVENUE, 38 FEET SOUTH OF THE CENTERLINE OF FX0520'PRINCESS ANNE ROAD, 4 FEET EAST OF STORM DRAIN, 0.5 FOOT NORTH FX0520'OF CONCRETE CURB AND AT THE SOUTH EDGE OF GRASS MEDIAN BETWEEN FX0520'THE MAIN STREET AND ACCESS ROAD. DISK IS SET FLUSH IN THE FX0520'TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND FX0520'WITH THE CURB. BENCH MARK A 288 1942 WAS DESTROYED. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2631 *********************************************************************** FX2631 DESIGNATION - BOWERS RM 3 FX2631 PID - FX2631 FX2631 STATE/COUNTY- VA/C OF NORFOLK FX2631 USGS QUAD - BOWERS HILL (1986) FX2631 FX2631 *CURRENT SURVEY CONTROL FX2631 ___________________________________________________________________ FX2631* NAD 83(1986)- 36 48 02. (N) 076 23 20. (W) SCALED FX2631* NAVD 88 - 4.24 (meters) 13.9 (feet) RESET FX2631 ___________________________________________________________________ FX2631 GEOID HEIGHT- -36.86 (meters) GEOID99 FX2631 FX2631 VERT ORDER - THIRD FX2631 FX2631.The horizontal coordinates were scaled from a topographic map and have FX2631.an estimated accuracy of +/- 6 seconds. FX2631 FX2631.The orthometric height was computed from unverified reset data. FX2631.No vertical observational check was made to the station. FX2631 FX2631.The geoid height was determined by GEOID99. FX2631 FX2631; North East Units Estimated Accuracy FX2631;SPC VA S - 1,053,960. 3,688,390. MT (+/- 180 meters Scaled) FX2631 FX2631 SUPERSEDED SURVEY CONTROL FX2631 FX2631 NGVD 29 - 4.50 (m) 14.8 (f) RESET 3 FX2631 FX2631.Superseded values are not recommended for survey control. FX2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2631.See file dsdata.txt to determine how the superseded data were derived. FX2631 FX2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF760736(NAD 83) FX2631_MARKER: DR = REFERENCE MARK DISK FX2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2631_STAMPING: BOWERS 1959 NO 3 1976 FX2631_PROJECTION: PROJECTING 5 CENTIMETERS FX2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2631+STABILITY: SURFACE MOTION FX2631 FX2631 HISTORY - Date Condition Report By FX2631 HISTORY - 1976 MONUMENTED NGS FX2631 FX2631 STATION DESCRIPTION FX2631 FX2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 FX2631'2.0 MI NE FROM BOWERS HILL. FX2631'1.85 MILES NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FX2631'FROM THE U.S. HIGHWAY 460 AND 13 OVERPASS OVER THE RAILWAY FX2631'IN BOWERS HILL, THENCE ABOUT 0.2 MILE NORTHWEST AND ACROSS FX2631'COUNTRY TO A RADIO TOWER AND STATION SITE, ABOUT 0.1 MILE FX2631'SOUTHEAST OF AND AT ABOUT A RIGHT ANGLE ACROSS U.S. HIGHWAY FX2631'58 FROM THE NORTHEAST ENTRANCE TO GREENLAWN MEMORIAL CEMETERY, FX2631'IN VIRGINIA DIVISION OF FORESTRY PORTSMOUTH HEADQUARTERS, 47.30 FX2631'FEET SOUTHWEST OF TRIANGULATION STATION BOWERS 1959 1962 DESCRIBED, FX2631'13.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF METAL BUILDING AND FX2631'1.0 FOOT NORTHEAST OF WIRE FENCE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0408 *********************************************************************** FX0408 DESIGNATION - J 323 RESET FX0408 PID - FX0408 FX0408 STATE/COUNTY- VA/C OF NORFOLK FX0408 USGS QUAD - BOWERS HILL (1986) FX0408 FX0408 *CURRENT SURVEY CONTROL FX0408 ___________________________________________________________________ FX0408* NAD 83(1986)- 36 46 34. (N) 076 26 46. (W) SCALED FX0408* NAVD 88 - 5.91 (+/-2cm) 19.4 (feet) VERTCON FX0408 ___________________________________________________________________ FX0408 GEOID HEIGHT- -36.71 (meters) GEOID99 FX0408 FX0408 VERT ORDER - THIRD (See Below) FX0408 FX0408.This mark is at Hampton Roads Airport (PVG) FX0408 FX0408.The horizontal coordinates were scaled from a topographic map and have FX0408.an estimated accuracy of +/- 6 seconds. FX0408 FX0408.The NAVD 88 height was computed by applying the VERTCON shift value to FX0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0408.The vertical order pertains to the superseded datum. FX0408 FX0408.The geoid height was determined by GEOID99. FX0408 FX0408; North East Units Estimated Accuracy FX0408;SPC VA S - 1,051,130. 3,683,340. MT (+/- 180 meters Scaled) FX0408 FX0408 SUPERSEDED SURVEY CONTROL FX0408 FX0408 NGVD 29 - 6.28 (m) 20.6 (f) RESET 3 FX0408 FX0408.Superseded values are not recommended for survey control. FX0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0408.See file dsdata.txt to determine how the superseded data were derived. FX0408 FX0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF709710(NAD 83) FX0408_MARKER: DD = SURVEY DISK FX0408_SETTING: 30 = CONCRETE FX0408_STAMPING: J 323 RESET 1973 FX0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0408 FX0408 HISTORY - Date Condition Report By FX0408 HISTORY - 1973 MONUMENTED NGS FX0408 HISTORY - 1973 GOOD NGS FX0408 HISTORY - 20010922 MARK NOT FOUND USPSQD FX0408 FX0408 STATION DESCRIPTION FX0408 FX0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 FX0408'AT ALGREN. FX0408'AT ALGREN, ALONG U.S. HIGHWAY 460, AT THE ENTRANCE TO PORTSMOUTH FX0408'AIRPORT, ABOUT 170 YARDS WEST AND ACROSS HIGHWAY FROM THE INTERSECTION FX0408'OF THE N AND W (VIRGINIAN) RAILWAY AND THE SEABOARD COASTLINE FX0408'RAILROAD, 91 FEET NORTHWEST OF CENTER LINE OF WESTBOUND LANE FX0408'OF RTE. 460, 94 FEET NORTHEAST OF CENTER LINE OF ROAD TO AIRPORT, FX0408'70 FEET NORTHEAST OF NORTHEAST END OF A DOUBLE LINE OF 36-INCH FX0408'PIPE CULVERT UNDER DRIVE TO AIRPORT, AND 122 FEET NORTHEAST FX0408'OF INTERSECTION OF WESTBOUND LANE RTE. 460 AND ROAD TO AIRPORT, FX0408'SET IN CONCRETE FLUSH WITH GROUND AND 2 SOUTH OF METAL WITNESS FX0408'POST. FX0408 FX0408 STATION RECOVERY (2001) FX0408 FX0408'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR) FX0408'STATION NOT RECOVERED. WITNESS POST GONE STATION NOT FOUND. BELIEVE FX0408'THAT LANDSCAPE WORK DONE IN AREA MAY HAVE DESTROYED STATION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 DF4148 *********************************************************************** DF4148 DESIGNATION - K 310 RESET DF4148 PID - DF4148 DF4148 STATE/COUNTY- VA/C OF NORFOLK DF4148 USGS QUAD - LITTLE CREEK (1989) DF4148 DF4148 *CURRENT SURVEY CONTROL DF4148 ___________________________________________________________________ DF4148* NAD 83(1986)- 36 55 29. (N) 076 11 31. (W) SCALED DF4148* NAVD 88 - 4.91 (meters) 16.1 (feet) RESET DF4148 ___________________________________________________________________ DF4148 GEOID HEIGHT- -37.15 (meters) GEOID99 DF4148 DF4148 VERT ORDER - THIRD DF4148 DF4148.The horizontal coordinates were scaled from a topographic map and have DF4148.an estimated accuracy of +/- 6 seconds. DF4148 DF4148.The orthometric height was computed from unverified reset data. DF4148.No vertical observational check was made to the station. DF4148 DF4148.The geoid height was determined by GEOID99. DF4148 DF4148; North East Units Estimated Accuracy DF4148;SPC VA S - 1,068,140. 3,705,620. MT (+/- 180 meters Scaled) DF4148 DF4148 SUPERSEDED SURVEY CONTROL DF4148 DF4148.No superseded survey control is available for this station. DF4148 DF4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF938871(NAD 83) DF4148_MARKER: DV = VERTICAL CONTROL DISK DF4148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF4148_STAMPING: K 310 RESET 2001 DF4148_MARK LOGO: NGS DF4148_MAGNETIC: N = NO MAGNETIC MATERIAL DF4148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF4148+STABILITY: SURFACE MOTION DF4148 DF4148 HISTORY - Date Condition Report By DF4148 HISTORY - 2001 MONUMENTED VADHT DF4148 DF4148 STATION DESCRIPTION DF4148 DF4148'DESCRIBED BY VA DEPT HWYS-TRANSP 2001 DF4148'IN NORFOLK, SET AT THE END OF BRIDGE IN WEST BRIDGE WALL. TO REACH THE DF4148'STATION FROM THE JUNCTION OF STATE HIGHWAY 168, (TIDEWATER DRIVE), AT DF4148'OCEAN VIEW (A SUB - DIVISION OF NORFOLK), GO 4.7 MILESS (7.6 KM) DF4148'SOUTHEAST ALONG U. S. HIGHWAY 60 (SHORE DRIVE), 0.55 MILES NORTH OF DF4148'GATE NUMBER 2, AT THE JUNCTION OF MIDWAY ROAD LEADING THRU THE NAVAL DF4148'AMPHIBIOUS BASE. 11.8 FEET (3.6 M) NORTH OF CONCRETE BRIDGE WALL, 27.6 DF4148'FEET (8.4 M) NORTHWEST DROP INLET, 44.2 FEET (13.5 M) SOUTH LAMP POST DF4148'NUMBER JF22, 12.6 FEET (3.8 M) WEST EDGE OF PAVEMENT. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0522 *********************************************************************** FX0522 DESIGNATION - L 283 RESET 1973 FX0522 PID - FX0522 FX0522 STATE/COUNTY- VA/C OF NORFOLK FX0522 USGS QUAD - NORFOLK SOUTH (1986) FX0522 FX0522 *CURRENT SURVEY CONTROL FX0522 ___________________________________________________________________ FX0522* NAD 83(1986)- 36 51 21. (N) 076 16 17. (W) SCALED FX0522* NAVD 88 - 4.17 (+/-2cm) 13.7 (feet) VERTCON FX0522 ___________________________________________________________________ FX0522 GEOID HEIGHT- -37.10 (meters) GEOID99 FX0522 FX0522 VERT ORDER - THIRD (See Below) FX0522 FX0522.The horizontal coordinates were scaled from a topographic map and have FX0522.an estimated accuracy of +/- 6 seconds. FX0522 FX0522.The NAVD 88 height was computed by applying the VERTCON shift value to FX0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0522.The vertical order pertains to the superseded datum. FX0522 FX0522.The geoid height was determined by GEOID99. FX0522 FX0522; North East Units Estimated Accuracy FX0522;SPC VA S - 1,060,330. 3,698,730. MT (+/- 180 meters Scaled) FX0522 FX0522 SUPERSEDED SURVEY CONTROL FX0522 FX0522 NGVD 29 - 4.44 (m) 14.6 (f) RESET 3 FX0522 FX0522.Superseded values are not recommended for survey control. FX0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0522.See file dsdata.txt to determine how the superseded data were derived. FX0522 FX0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF866796(NAD 83) FX0522_MARKER: DB = BENCH MARK DISK FX0522_SETTING: 30 = MONUMENT FX0522_STAMPING: L 283 RESET 1973 FX0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0522 FX0522 HISTORY - Date Condition Report By FX0522 HISTORY - 1973 MONUMENTED NGS FX0522 FX0522 STATION DESCRIPTION FX0522 FX0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 FX0522'AT NORFOLK. FX0522'ABOUT 1 1/4 MILES EAST OF THE POST OFFICE IN NORFOLK AT THE FX0522'INTERSECTION OF PRINCESS ANNE ROAD AND THE NORFOLK AND WESTERN FX0522'RAILWAY, 28.5 FEET WEST OF THE WEST RAIL OF TRACKS, 25.5 FEET FX0522'NORTHEAST OF THE NORTHEAST CORNER OF BUILDING, 25 FEET SOUTHWEST FX0522'OF RAILROAD CROSSING SIGNAL, 19 FEET SOUTH OF THE SOUTH CURB FX0522'OF STREET AND 3 FEET SOUTH OF UTILITY POLE. A STANDARD DISK FX0522'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES FX0522'IN DIAMETER AND PROJECTING ABOUT 2 INCHES. THE ORIGINAL MARK FX0522'WAS DESTROYED AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0119 *********************************************************************** FX0119 DESIGNATION - Q 308 RESET 1975 FX0119 PID - FX0119 FX0119 STATE/COUNTY- VA/C OF NORFOLK FX0119 USGS QUAD - NORFOLK NORTH (1989) FX0119 FX0119 *CURRENT SURVEY CONTROL FX0119 ___________________________________________________________________ FX0119* NAD 83(1986)- 36 53 30. (N) 076 18 16. (W) SCALED FX0119* NAVD 88 - 2.72 (meters) 8.9 (feet) RESET FX0119 ___________________________________________________________________ FX0119 GEOID HEIGHT- -36.98 (meters) GEOID99 FX0119 FX0119 VERT ORDER - THIRD FX0119 FX0119.The horizontal coordinates were scaled from a topographic map and have FX0119.an estimated accuracy of +/- 6 seconds. FX0119 FX0119.The orthometric height was computed from unverified reset data. FX0119.No vertical observational check was made to the station. FX0119 FX0119.The geoid height was determined by GEOID99. FX0119 FX0119; North East Units Estimated Accuracy FX0119;SPC VA S - 1,064,240. 3,695,690. MT (+/- 180 meters Scaled) FX0119 FX0119 SUPERSEDED SURVEY CONTROL FX0119 FX0119 NGVD 29 - 2.96 (m) 9.7 (f) RESET 3 FX0119 FX0119.Superseded values are not recommended for survey control. FX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0119.See file dsdata.txt to determine how the superseded data were derived. FX0119 FX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF837836(NAD 83) FX0119_MARKER: DB = BENCH MARK DISK FX0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0119_STAMPING: Q 308 RESET 1975 FX0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0119+STABILITY: SURFACE MOTION FX0119 FX0119 HISTORY - Date Condition Report By FX0119 HISTORY - 1975 MONUMENTED NGS FX0119 HISTORY - 19981003 GOOD USPSQD FX0119 FX0119 STATION DESCRIPTION FX0119 FX0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 FX0119'AT NORFOLK. FX0119'ABOUT 1.25 MILES NORTH ALONG HAMPTON BOULEVARD FROM THE UNDERPASS FX0119'FOR THE NORFOLK AND WESTERN RAILWAY, 0.8 MILE SOUTH OF THE SOUTH FX0119'END OF THE LAFAYETTE RIVER BRIDGE, AT OLD DOMINION UNIVERSITY, FX0119'39 FEET NORTH OF THE NORTH CURB OF BOLLING AVENUE, 17 FEET WEST FX0119'OF THE WEST CURB OF HAMPTON BOULEVARD, 13 FEET NORTH OF THE SOUTH FX0119'END OF A FIVE FOOT HIGH BRICK FENCE AND 5 FEET WEST OF BRICK FX0119'FENCE. DISK IS SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES FX0119'IN DIAMETER AND FLUSH WITH THE GROUND. Q 308 1952 WAS DESTROYED FX0119'AT THIS TIME AS THE OLD ACADEMIC BUILDING IS TO BE RAZED. FX0119 FX0119 STATION RECOVERY (1998) FX0119 FX0119'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0119'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0393 *********************************************************************** FX0393 DESIGNATION - X 379 RESET 1969 FX0393 PID - FX0393 FX0393 STATE/COUNTY- VA/C OF NORFOLK FX0393 USGS QUAD - NORFOLK NORTH (1989) FX0393 FX0393 *CURRENT SURVEY CONTROL FX0393 ___________________________________________________________________ FX0393* NAD 83(1986)- 36 54 16. (N) 076 15 28. (W) SCALED FX0393* NAVD 88 - 1.72 (+/-2cm) 5.6 (feet) VERTCON FX0393 ___________________________________________________________________ FX0393 GEOID HEIGHT- -37.05 (meters) GEOID99 FX0393 FX0393 VERT ORDER - THIRD (See Below) FX0393 FX0393.The horizontal coordinates were scaled from a topographic map and have FX0393.an estimated accuracy of +/- 6 seconds. FX0393 FX0393.The NAVD 88 height was computed by applying the VERTCON shift value to FX0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0393.The vertical order pertains to the superseded datum. FX0393 FX0393.The geoid height was determined by GEOID99. FX0393 FX0393; North East Units Estimated Accuracy FX0393;SPC VA S - 1,065,750. 3,699,810. MT (+/- 180 meters Scaled) FX0393 FX0393 SUPERSEDED SURVEY CONTROL FX0393 FX0393 NGVD 29 - 1.97 (m) 6.5 (f) RESET 3 FX0393 FX0393.Superseded values are not recommended for survey control. FX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0393.See file dsdata.txt to determine how the superseded data were derived. FX0393 FX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF879850(NAD 83) FX0393_MARKER: DB = BENCH MARK DISK FX0393_SETTING: 30 = CULVERT FX0393_STAMPING: X 379 RESET 1969 FX0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0393 FX0393 HISTORY - Date Condition Report By FX0393 HISTORY - 1969 MONUMENTED VADH FX0393 HISTORY - 1973 GOOD NGS FX0393 HISTORY - 19901231 GOOD USPSQD FX0393 FX0393 STATION DESCRIPTION FX0393 FX0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 FX0393'AT NORFOLK. FX0393'SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE HEADWALL FX0393'OF A BOX CULVERT, ON TIDEWATER DRIVE-SERVICE ROAD WEST, 392 FEET FX0393'FROM THOLE STREET AND 22 FEET WEST OF TIDEWATER DRIVE-SERVICE ROAD. FX0393 FX0393 STATION RECOVERY (1990) FX0393 FX0393'RECOVERY NOTE BY US POWER SQUADRON 1990 (CDM) FX0393'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2632 *********************************************************************** FX2632 DESIGNATION - X 416 RESET 1976 FX2632 PID - FX2632 FX2632 STATE/COUNTY- VA/C OF NORFOLK FX2632 USGS QUAD - NORFOLK NORTH (1989) FX2632 FX2632 *CURRENT SURVEY CONTROL FX2632 ___________________________________________________________________ FX2632* NAD 83(1986)- 36 56 40. (N) 076 18 33. (W) SCALED FX2632* NAVD 88 - 3.29 (meters) 10.8 (feet) RESET FX2632 ___________________________________________________________________ FX2632 GEOID HEIGHT- -36.88 (meters) GEOID99 FX2632 FX2632 VERT ORDER - THIRD FX2632 FX2632.The horizontal coordinates were scaled from a topographic map and have FX2632.an estimated accuracy of +/- 6 seconds. FX2632 FX2632.The orthometric height was computed from unverified reset data. FX2632.No vertical observational check was made to the station. FX2632 FX2632.The geoid height was determined by GEOID99. FX2632 FX2632; North East Units Estimated Accuracy FX2632;SPC VA S - 1,070,080. 3,695,130. MT (+/- 180 meters Scaled) FX2632 FX2632 SUPERSEDED SURVEY CONTROL FX2632 FX2632 NGVD 29 - 3.54 (m) 11.6 (f) RESET 3 FX2632 FX2632.Superseded values are not recommended for survey control. FX2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2632.See file dsdata.txt to determine how the superseded data were derived. FX2632 FX2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF834895(NAD 83) FX2632_MARKER: DB = BENCH MARK DISK FX2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2632_STAMPING: X 416 RESET 1976 FX2632_PROJECTION: PROJECTING 8 CENTIMETERS FX2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2632+STABILITY: SURFACE MOTION FX2632 FX2632 HISTORY - Date Condition Report By FX2632 HISTORY - 1976 MONUMENTED NGS FX2632 FX2632 STATION DESCRIPTION FX2632 FX2632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 FX2632'IN NORFOLK. FX2632'IN NORFOLK, ABOUT 0.45 MILE EAST ALONG ADMIRAL TAUSSIG BOULEVARD FX2632'FROM THE JUNCTION OF HAMPTON BOULEVARD, 0.3 MILE WEST ALONG THE FX2632'BOULEVARD FROM GATE 3 OF THE U.S. NAVAL STATION, 127 FEET SOUTH FX2632'AND ACROSS BOULEVARD FROM STEEL FENCE ALONG THE SOUTH SIDE OF FX2632'NAVAL STATION, 10 FEET EAST OF RAILROAD SWITCH, 7 FEET NORTH OF FX2632'NORTH RAIL OF SIDING AND 1 FOOT EAST OF STEEL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2633 *********************************************************************** FX2633 DESIGNATION - YADKIN RM 3 FX2633 PID - FX2633 FX2633 STATE/COUNTY- VA/C OF NORFOLK FX2633 USGS QUAD - BOWERS HILL (1986) FX2633 FX2633 *CURRENT SURVEY CONTROL FX2633 ___________________________________________________________________ FX2633* NAD 83(1986)- 36 46 23. (N) 076 22 31. (W) SCALED FX2633* NAVD 88 - 4.01 (meters) 13.2 (feet) RESET FX2633 ___________________________________________________________________ FX2633 GEOID HEIGHT- -36.89 (meters) GEOID99 FX2633 FX2633 VERT ORDER - THIRD FX2633 FX2633.The horizontal coordinates were scaled from a topographic map and have FX2633.an estimated accuracy of +/- 6 seconds. FX2633 FX2633.The orthometric height was computed from unverified reset data. FX2633.No vertical observational check was made to the station. FX2633 FX2633.The geoid height was determined by GEOID99. FX2633 FX2633; North East Units Estimated Accuracy FX2633;SPC VA S - 1,050,930. 3,689,670. MT (+/- 180 meters Scaled) FX2633 FX2633 SUPERSEDED SURVEY CONTROL FX2633 FX2633 NGVD 29 - 4.27 (m) 14.0 (f) RESET 3 FX2633 FX2633.Superseded values are not recommended for survey control. FX2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2633.See file dsdata.txt to determine how the superseded data were derived. FX2633 FX2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF772705(NAD 83) FX2633_MARKER: DR = REFERENCE MARK DISK FX2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2633_STAMPING: YADKIN 1959 NO 3 1975 FX2633_PROJECTION: PROJECTING 5 CENTIMETERS FX2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2633+STABILITY: SURFACE MOTION FX2633 FX2633 HISTORY - Date Condition Report By FX2633 HISTORY - 1975 MONUMENTED NGS FX2633 FX2633 STATION DESCRIPTION FX2633 FX2633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 FX2633'2.3 MI SE FROM BOWERS HILL. FX2633'ABOUT 0.1 MILE NORTHWEST ALONG A BLACKTOP ROAD FROM THE POST OFFICE FX2633'IN BOWERS HILL, THEN ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY FX2633'13 AND 460, 74.5 FEET SOUTH OF TRIANGULATION STATION YADKIN 1959, FX2633'DESCRIBED, 110 FEET WEST OF UTILITY POLE NUMBER XB 93, 33 FEET FX2633'NORTH OF THE CENTERLINE OF HIGHWAY AND ON THE CLEARED RIGHT-OF-WAY.