1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 GX3478 *********************************************************************** GX3478 DESIGNATION - B 330 RESET GX3478 PID - GX3478 GX3478 STATE/COUNTY- VA/BUCHANAN GX3478 USGS QUAD - KEEN MOUNTAIN (1977) GX3478 GX3478 *CURRENT SURVEY CONTROL GX3478 ___________________________________________________________________ GX3478* NAD 83(1986)- 37 11 50. (N) 081 56 57. (W) SCALED GX3478* NAVD 88 - 471.01 (meters) 1545.3 (feet) RESET GX3478 ___________________________________________________________________ GX3478 GEOID HEIGHT- -30.94 (meters) GEOID99 GX3478 GX3478 VERT ORDER - THIRD GX3478 GX3478.The horizontal coordinates were scaled from a topographic map and have GX3478.an estimated accuracy of +/- 6 seconds. GX3478 GX3478.The orthometric height was computed from unverified reset data. GX3478.No vertical observational check was made to the station. GX3478 GX3478.The geoid height was determined by GEOID99. GX3478 GX3478; North East Units Estimated Accuracy GX3478;SPC VA S - 1,101,460. 3,193,860. MT (+/- 180 meters Scaled) GX3478 GX3478 SUPERSEDED SURVEY CONTROL GX3478 GX3478 NGVD 29 - 471.18 (m) 1545.9 (f) RESET 3 GX3478 GX3478.Superseded values are not recommended for survey control. GX3478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GX3478.See file dsdata.txt to determine how the superseded data were derived. GX3478 GX3478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB157171(NAD 83) GX3478_MARKER: DB = BENCH MARK DISK GX3478_SETTING: 66 = SET IN ROCK OUTCROP GX3478_STAMPING: B 330 RESET 1986 GX3478_MARK LOGO: NGS GX3478_MAGNETIC: N = NO MAGNETIC MATERIAL GX3478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GX3478+STABILITY: POSITION/ELEVATION WELL GX3478 GX3478 HISTORY - Date Condition Report By GX3478 HISTORY - 1986 MONUMENTED VADHT GX3478 GX3478 STATION DESCRIPTION GX3478 GX3478'DESCRIBED BY VA DEPT HWYS-TRANSP 1986 GX3478'0.35 MILE NORTHEAST ALONG ROAD NO. 680 FROM THE JUNCTION OF U.S. GX3478'HIGHWAY ROUTE 460, 30 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD GX3478'AND AT INSIDE OF NORTHEAST END OF CURVE, SET VERTICALLY IN THE EAST GX3478'FACE OF ROCK CUT, 2.5 FEET ABOVE THE GROUND, 63 FEET SOUTHWEST OF 24 GX3478'INCH C.M. PIPE INVERT INLET, 0.25 MILE SOUTHWEST OF THE JUNCTION OF GX3478'ROAD NO. 629. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 GX3479 *********************************************************************** GX3479 DESIGNATION - K 328 RESET GX3479 PID - GX3479 GX3479 STATE/COUNTY- VA/BUCHANAN GX3479 USGS QUAD - PATTERSON (1977) GX3479 GX3479 *CURRENT SURVEY CONTROL GX3479 ___________________________________________________________________ GX3479* NAD 83(1986)- 37 20 36. (N) 081 58 51. (W) SCALED GX3479* NAVD 88 - 477.77 (meters) 1567.5 (feet) RESET GX3479 ___________________________________________________________________ GX3479 GEOID HEIGHT- -31.15 (meters) GEOID99 GX3479 GX3479 VERT ORDER - THIRD GX3479 GX3479.The horizontal coordinates were scaled from a topographic map and have GX3479.an estimated accuracy of +/- 6 seconds. GX3479 GX3479.The orthometric height was computed from unverified reset data. GX3479.No vertical observational check was made to the station. GX3479 GX3479.The geoid height was determined by GEOID99. GX3479 GX3479; North East Units Estimated Accuracy GX3479;SPC VA S - 1,117,770. 3,191,650. MT (+/- 180 meters Scaled) GX3479 GX3479 SUPERSEDED SURVEY CONTROL GX3479 GX3479 NGVD 29 - 477.94 (m) 1568.0 (f) RESET 3 GX3479 GX3479.Superseded values are not recommended for survey control. GX3479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GX3479.See file dsdata.txt to determine how the superseded data were derived. GX3479 GX3479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB131334(NAD 83) GX3479_MARKER: DB = BENCH MARK DISK GX3479_SETTING: 66 = SET IN ROCK OUTCROP GX3479_STAMPING: K 328 RESET 1986 GX3479_MARK LOGO: NGS GX3479_MAGNETIC: N = NO MAGNETIC MATERIAL GX3479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GX3479+STABILITY: POSITION/ELEVATION WELL GX3479 GX3479 HISTORY - Date Condition Report By GX3479 HISTORY - 1986 MONUMENTED VADHT GX3479 GX3479 STATION DESCRIPTION GX3479 GX3479'DESCRIBED BY VA DEPT HWYS-TRANSP 1986 GX3479'2.35 MILES NORTHWEST ALONG ROAD NO. 643 FROM THE JUNCTION OF STATE GX3479'HIGHWAY NO. 83 AT STACY AND 1.05 MILES NORTHWEST OF TOP OF GRADE AND GX3479'GAP, 119 YARDS SOUTHWEST AND UPHILL FROM A SHARP CURVE, SET GX3479'HORIZONTALLY IN THE NORTHWEST FACE OF A 15 FOOT HIGH SOLID LAYER OF GX3479'ROCK, SET ON LEDGE OF ROCK CUT ACROSS ROAD FROM 28 INCH OAK, 2.5 FEET GX3479'ABOVE CENTERLINE OF ROADWAY, 26 FEET RT. CENTERLINE ROADWAY, 75 FEET GX3479'SOUTHWEST INLET, 18 INCHES C.M.P. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AA5122 *********************************************************************** AA5122 DESIGNATION - L 316 RESET AA5122 PID - AA5122 AA5122 STATE/COUNTY- VA/BUCHANAN AA5122 USGS QUAD - PANTHER (1977) AA5122 AA5122 *CURRENT SURVEY CONTROL AA5122 ___________________________________________________________________ AA5122* NAD 83(1986)- 37 26 24. (N) 081 57 44. (W) SCALED AA5122* NAVD 88 - 412.86 (+/-2cm) 1354.5 (feet) VERTCON AA5122 ___________________________________________________________________ AA5122 GEOID HEIGHT- -31.31 (meters) GEOID99 AA5122 AA5122 VERT ORDER - THIRD (See Below) AA5122 AA5122.The horizontal coordinates were scaled from a topographic map and have AA5122.an estimated accuracy of +/- 6 seconds. AA5122 AA5122.The NAVD 88 height was computed by applying the VERTCON shift value to AA5122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA5122.The vertical order pertains to the superseded datum. AA5122 AA5122.The geoid height was determined by GEOID99. AA5122 AA5122; North East Units Estimated Accuracy AA5122;SPC VA S - 1,128,430. 3,193,690. MT (+/- 180 meters Scaled) AA5122 AA5122 SUPERSEDED SURVEY CONTROL AA5122 AA5122 NGVD 29 - 413.05 (m) 1355.1 (f) RESET 3 AA5122 AA5122.Superseded values are not recommended for survey control. AA5122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA5122.See file dsdata.txt to determine how the superseded data were derived. AA5122 AA5122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB148441(NAD 83) AA5122_MARKER: DB = BENCH MARK DISK AA5122_SETTING: 66 = SET IN ROCK OUTCROP AA5122_STAMPING: L 316 RESET 1955 AA5122_MARK LOGO: CGS AA5122_MAGNETIC: N = NO MAGNETIC MATERIAL AA5122_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AA5122+STABILITY: POSITION/ELEVATION WELL AA5122 AA5122 HISTORY - Date Condition Report By AA5122 HISTORY - 1955 MONUMENTED CGS AA5122 AA5122 STATION DESCRIPTION AA5122 AA5122'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (DRR) AA5122'ABOUT 2.0 MILES (3.2 KM) NORTHEAST ALONG COUNTY ROAD 646 FROM THE AA5122'SCHOOL AND POST OFFICE IN GUESS FORK, ABOUT 150 FEET (45.7 M) BELOW AA5122'AND WEST OF A SMALL HILLSIDE CEMETERY, ABOUT 10 FEET (3.0 M) WEST OF A AA5122'PRIVATE DIRT ROAD AND ABOUT 3 FEET (0.9 M) BELOW LEVEL OF PRIVATE AA5122'ROAD, ABOUT 350 FEET (106.7 M) ABOVE AND WEST OF HOUSE AT THE AA5122'INTERSECTION OF TWO HOLLOWS. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AH2704 *********************************************************************** AH2704 DESIGNATION - N 317 RESET AH2704 PID - AH2704 AH2704 STATE/COUNTY- VA/BUCHANAN AH2704 USGS QUAD - HARMAN (1977) AH2704 AH2704 *CURRENT SURVEY CONTROL AH2704 ___________________________________________________________________ AH2704* NAD 83(1986)- 37 17 20. (N) 082 12 35. (W) SCALED AH2704* NAVD 88 - 392.87 (meters) 1288.9 (feet) RESET AH2704 ___________________________________________________________________ AH2704 GEOID HEIGHT- -31.23 (meters) GEOID99 AH2704 AH2704 VERT ORDER - THIRD AH2704 AH2704.The horizontal coordinates were scaled from a topographic map and have AH2704.an estimated accuracy of +/- 6 seconds. AH2704 AH2704.The orthometric height was computed from unverified reset data. AH2704 AH2704.The geoid height was determined by GEOID99. AH2704 AH2704; North East Units Estimated Accuracy AH2704;SPC VA S - 1,112,510. 3,171,150. MT (+/- 180 meters Scaled) AH2704 AH2704 SUPERSEDED SURVEY CONTROL AH2704 AH2704.No superseded survey control is available for this station. AH2704 AH2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLB927276(NAD 83) AH2704_MARKER: DV = VERTICAL CONTROL DISK AH2704_SETTING: 37 = BRIDGE WINGWALL AH2704_STAMPING: N 317 RESET 1993 AH2704_MARK LOGO: NGS AH2704_PROJECTION: FLUSH AH2704_MAGNETIC: N = NO MAGNETIC MATERIAL AH2704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH2704 AH2704 HISTORY - Date Condition Report By AH2704 HISTORY - 1993 MONUMENTED VADHT AH2704 AH2704 STATION DESCRIPTION AH2704 AH2704'DESCRIBED BY VA DEPT HWYS-TRANSP 1993 (GWM) AH2704'3.65 MILES (5.87 KM) WEST ALONG COUNTY ROAD ROUTE 609 FROM THE AH2704'JUNCTION OF US ROUTE 460 AT HARMAN, 0.2 MILE (0.3 KM) WEST OF HARMAN AH2704'COAL CO OFFICE, 2.9 MILES (4.7 KM) FROM MAXIE POST OFFICE, AT JUNCTION AH2704'OF COUNTY ROAD ROUTE 664 SOUTH, SET IN THE NORTHEAST WINGWALL OF AH2704'CONCRETE BRIDGE NO 6217. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 GX3475 *********************************************************************** GX3475 DESIGNATION - N 328 RESET GX3475 PID - GX3475 GX3475 STATE/COUNTY- VA/BUCHANAN GX3475 USGS QUAD - PATTERSON (1977) GX3475 GX3475 *CURRENT SURVEY CONTROL GX3475 ___________________________________________________________________ GX3475* NAD 83(1986)- 37 19 10. (N) 081 58 57. (W) SCALED GX3475* NAVD 88 - 433.69 (meters) 1422.9 (feet) RESET GX3475 ___________________________________________________________________ GX3475 GEOID HEIGHT- -31.12 (meters) GEOID99 GX3475 GX3475 VERT ORDER - THIRD GX3475 GX3475.The horizontal coordinates were scaled from a topographic map and have GX3475.an estimated accuracy of +/- 6 seconds. GX3475 GX3475.The orthometric height was computed from unverified reset data. GX3475.No vertical observational check was made to the station. GX3475 GX3475.The geoid height was determined by GEOID99. GX3475 GX3475; North East Units Estimated Accuracy GX3475;SPC VA S - 1,115,130. 3,191,410. MT (+/- 180 meters Scaled) GX3475 GX3475 SUPERSEDED SURVEY CONTROL GX3475 GX3475 NGVD 29 - 433.87 (m) 1423.5 (f) RESET 3 GX3475 GX3475.Superseded values are not recommended for survey control. GX3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GX3475.See file dsdata.txt to determine how the superseded data were derived. GX3475 GX3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB129307(NAD 83) GX3475_MARKER: DB = BENCH MARK DISK GX3475_SETTING: 66 = SET IN ROCK OUTCROP GX3475_STAMPING: N 328 RESET 1988 GX3475_MARK LOGO: VADHT GX3475_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GX3475+STABILITY: POSITION/ELEVATION WELL GX3475 GX3475 HISTORY - Date Condition Report By GX3475 HISTORY - 1988 MONUMENTED VADHT GX3475 GX3475 STATION DESCRIPTION GX3475 GX3475'DESCRIBED BY VA DEPT HWYS-TRANSP 1988 GX3475'IN STACY. GX3475'IN STACY, 0.90 MILE EAST ALONG STATE ROUTE 83 FROM THE JUNCTION OF GX3475'STATE ROUTE 701 AND STACY POST OFFICE, SET IN A 4 FT. HIGH ROCK CUT, GX3475'14 FT. EAST OF POWERPOLE NO. 205-170, 7.0 FT. EAST OF 12 IN. METAL GX3475'DRAIN PIPE, 270 FT. EAST OF JUNCTION OF STATE ROUTE 643, AND 0.4 FT GX3475'LOWER THAN CENTERLINE OF EXISTING STATE RTE. 83. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 GX1703 *********************************************************************** GX1703 DESIGNATION - T 328 RESET 1975 GX1703 PID - GX1703 GX1703 STATE/COUNTY- VA/BUCHANAN GX1703 USGS QUAD - PATTERSON (1977) GX1703 GX1703 *CURRENT SURVEY CONTROL GX1703 ___________________________________________________________________ GX1703* NAD 83(1986)- 37 17 40. (N) 081 56 11. (W) SCALED GX1703* NAVD 88 - 640.52 (meters) 2101.4 (feet) RESET GX1703 ___________________________________________________________________ GX1703 GEOID HEIGHT- -31.05 (meters) GEOID99 GX1703 GX1703 VERT ORDER - THIRD GX1703 GX1703.The horizontal coordinates were scaled from a topographic map and have GX1703.an estimated accuracy of +/- 6 seconds. GX1703 GX1703.The orthometric height was computed from unverified reset data. GX1703.No vertical observational check was made to the station. GX1703 GX1703.The geoid height was determined by GEOID99. GX1703 GX1703; North East Units Estimated Accuracy GX1703;SPC VA S - 1,112,200. 3,195,390. MT (+/- 180 meters Scaled) GX1703 GX1703 SUPERSEDED SURVEY CONTROL GX1703 GX1703 NGVD 29 - 640.69 (m) 2102.0 (f) RESET 3 GX1703 GX1703.Superseded values are not recommended for survey control. GX1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GX1703.See file dsdata.txt to determine how the superseded data were derived. GX1703 GX1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB170279(NAD 83) GX1703_MARKER: DD = SURVEY DISK GX1703_SETTING: 66 = SET IN ROCK OUTCROP GX1703_STAMPING: T 328 RESET 1975 GX1703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GX1703+STABILITY: POSITION/ELEVATION WELL GX1703 GX1703 HISTORY - Date Condition Report By GX1703 HISTORY - 1975 MONUMENTED VADH GX1703 GX1703 STATION DESCRIPTION GX1703 GX1703'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1975 GX1703'1.4 MI SE FROM SLATE. GX1703'1.40 MILES SOUTHEAST ALONG SECONDARY ROUTE 640 FROM THE JUNCTION GX1703'OF STATE ROUTE 83, AND THE POST OFFICE AT SLATE, 250 FEET GX1703'SOUTHWEST FROM THE SUMMIT OF A GRADE WHERE A PROPERTY LINE FENCE GX1703'INTERSECTS ROUTE 640, 130 FEET SOUTH OF THE CENTERLINE OF ROUTE GX1703'640 AND 30 FEET SOUTHWEST OF TELEPHONE POLE NO. 3690, 12 FEET GX1703'SOUTH OF TELEPHONE CABLE CROSSING, SET IN TOP OF NORTH END OF GX1703'HIGHEST ROCK LEDGE OF HILLSIDE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 GX1705 *********************************************************************** GX1705 DESIGNATION - U 328 RESET 1975 GX1705 PID - GX1705 GX1705 STATE/COUNTY- VA/BUCHANAN GX1705 USGS QUAD - PATTERSON (1977) GX1705 GX1705 *CURRENT SURVEY CONTROL GX1705 ___________________________________________________________________ GX1705* NAD 83(1986)- 37 17 23. (N) 081 56 17. (W) SCALED GX1705* NAVD 88 - 594.36 (meters) 1950.0 (feet) RESET GX1705 ___________________________________________________________________ GX1705 GEOID HEIGHT- -31.04 (meters) GEOID99 GX1705 GX1705 VERT ORDER - THIRD GX1705 GX1705.The horizontal coordinates were scaled from a topographic map and have GX1705.an estimated accuracy of +/- 6 seconds. GX1705 GX1705.The orthometric height was computed from unverified reset data. GX1705.No vertical observational check was made to the station. GX1705 GX1705.The geoid height was determined by GEOID99. GX1705 GX1705; North East Units Estimated Accuracy GX1705;SPC VA S - 1,111,690. 3,195,220. MT (+/- 180 meters Scaled) GX1705 GX1705 SUPERSEDED SURVEY CONTROL GX1705 GX1705 NGVD 29 - 594.52 (m) 1950.5 (f) RESET 3 GX1705 GX1705.Superseded values are not recommended for survey control. GX1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GX1705.See file dsdata.txt to determine how the superseded data were derived. GX1705 GX1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMB168274(NAD 83) GX1705_MARKER: DD = SURVEY DISK GX1705_SETTING: 30 = RETAINING WALL GX1705_STAMPING: U 328 RESET 1975 GX1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GX1705 GX1705 HISTORY - Date Condition Report By GX1705 HISTORY - 1975 MONUMENTED VADH GX1705 GX1705 STATION DESCRIPTION GX1705 GX1705'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1975 GX1705'1.8 MI SE FROM SLATE. GX1705'1.75 MILES SOUTHEAST ALONG ROUTE NO. 640 FROM THE JUNCTION OF GX1705'ROUTE 83 AND THE POST OFFICE AT SLATE. SET IN TOP OF A ROCK GX1705'MASONARY RETAINING COLUMN IN FRONT OF THE RESIDENCE OF SIDNEY A. GX1705'MATNEY. SET ON WEST SIDE OF ROUTE 640 AT A CURVE, DISK IS LEVEL GX1705'WITH ROAD, 33 FEET SOUTHEAST OF SOUTHEAST CORNER OF DW1 AND 14 GX1705'FEET NORTH OF SOUTH END OF WALL.