1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW3648 *********************************************************************** HW3648 DESIGNATION - A 342 RESET HW3648 PID - HW3648 HW3648 STATE/COUNTY- VA/AUGUSTA HW3648 USGS QUAD - WAYNESBORO WEST (1987) HW3648 HW3648 *CURRENT SURVEY CONTROL HW3648 ___________________________________________________________________ HW3648* NAD 83(1986)- 38 05 02. (N) 078 56 01. (W) SCALED HW3648* NAVD 88 - 422.68 (meters) 1386.7 (feet) RESET HW3648 ___________________________________________________________________ HW3648 GEOID HEIGHT- -32.16 (meters) GEOID99 HW3648 HW3648 VERT ORDER - THIRD HW3648 HW3648.The horizontal coordinates were scaled from a topographic map and have HW3648.an estimated accuracy of +/- 6 seconds. HW3648 HW3648.The orthometric height was computed from unverified reset data. HW3648.No vertical observational check was made to the station. HW3648 HW3648.The geoid height was determined by GEOID99. HW3648 HW3648; North East Units Estimated Accuracy HW3648;SPC VA N - 2,046,400. 3,461,960. MT (+/- 180 meters Scaled) HW3648 HW3648 SUPERSEDED SURVEY CONTROL HW3648 HW3648 NGVD 29 - 422.83 (m) 1387.2 (f) RESET 3 HW3648 HW3648.Superseded values are not recommended for survey control. HW3648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3648.See file dsdata.txt to determine how the superseded data were derived. HW3648 HW3648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC812171(NAD 83) HW3648_MARKER: DD = SURVEY DISK HW3648_SETTING: 32 = HEADWALL HW3648_STAMPING: A 342 RESET 1987 HW3648_MARK LOGO: VADHT HW3648_MAGNETIC: N = NO MAGNETIC MATERIAL HW3648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3648+STABILITY: SURFACE MOTION HW3648 HW3648 HISTORY - Date Condition Report By HW3648 HISTORY - 1987 MONUMENTED VADHT HW3648 HW3648 STATION DESCRIPTION HW3648 HW3648'DESCRIBED BY VA DEPT HWYS-TRANSP 1987 HW3648'1.8 MILES NORTHWEST ALONG U.S. HIGHWAY ROUTE 250 FROM THE JUNCTION OF HW3648'U.S. HIGHWAY ROUTE 340 IN WAYNESBORO, ABOUT 2.3 MILES SOUTHEAST OF HW3648'THE RAILROAD OVERPASS AT FISHERSVILLE,IN TOP OF A CONCRETE HEADWALL, HW3648'WEST END OF PIPE, UNDER PELHAM DRIVE, AND 6 INCHES WEST OF A HW3648'2 FT (0.6 M) X 2 FT (0.6 M) X 4.7 FT (1.4 M) HIGH BRICK COLUMN. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW1037 *********************************************************************** HW1037 DESIGNATION - E 101 RESET 1974 HW1037 PID - HW1037 HW1037 STATE/COUNTY- VA/AUGUSTA HW1037 USGS QUAD - MOUNT SIDNEY (1987) HW1037 HW1037 *CURRENT SURVEY CONTROL HW1037 ___________________________________________________________________ HW1037* NAD 83(1986)- 38 15 50. (N) 078 58 54. (W) SCALED HW1037* NAVD 88 - 424.98 (meters) 1394.3 (feet) RESET HW1037 ___________________________________________________________________ HW1037 GEOID HEIGHT- -32.24 (meters) GEOID99 HW1037 HW1037 VERT ORDER - THIRD HW1037 HW1037.The horizontal coordinates were scaled from a topographic map and have HW1037.an estimated accuracy of +/- 6 seconds. HW1037 HW1037.The orthometric height was computed from unverified reset data. HW1037.No vertical observational check was made to the station. HW1037 HW1037.The geoid height was determined by GEOID99. HW1037 HW1037; North East Units Estimated Accuracy HW1037;SPC VA N - 2,066,400. 3,457,850. MT (+/- 180 meters Scaled) HW1037 HW1037 SUPERSEDED SURVEY CONTROL HW1037 HW1037 NGVD 29 - 425.11 (m) 1394.7 (f) RESET 3 HW1037 HW1037.Superseded values are not recommended for survey control. HW1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1037.See file dsdata.txt to determine how the superseded data were derived. HW1037 HW1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC765370(NAD 83) HW1037_MARKER: DD = SURVEY DISK HW1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW1037_STAMPING: E 101 RESET 1974 HW1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW1037+STABILITY: SURFACE MOTION HW1037 HW1037 HISTORY - Date Condition Report By HW1037 HISTORY - 1974 MONUMENTED NGS HW1037 HISTORY - 1975 GOOD VADH HW1037 HW1037 STATION DESCRIPTION HW1037 HW1037'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1975 HW1037'1.5 MI NW FROM MOUNT SIDNEY. HW1037'1.5 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 626 FROM THE HW1037'JUNCTION OF U.S. HIGHWAY 11 AT MOUNT SIDNEY, AUGUSTA COUNTY, HW1037'VIRGINIA AT THE INTERSECTION OF SECONDARY STATE HIGHWAY 616. HW1037'SET IN THE FRONT YARD OF A FRAME DWELLING IN THE SOUTHWEST HW1037'QUADRANT OF THE INTERSECTION, 25 FEET WEST OF THE CENTER OF HW1037'ROUTE 616 AND 55 FEET SOUTH OF THE CENTER OF ROUTE 626, 4 FEET HW1037'NORTHEAST OF A POWER POLE NO. KK-39. A STANDARD DISK, AND HW1037'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW3642 *********************************************************************** HW3642 DESIGNATION - H 56 RESET HW3642 PID - HW3642 HW3642 STATE/COUNTY- VA/AUGUSTA HW3642 USGS QUAD - WAYNESBORO WEST (1987) HW3642 HW3642 *CURRENT SURVEY CONTROL HW3642 ___________________________________________________________________ HW3642* NAD 83(1986)- 38 05 53. (N) 078 58 06. (W) SCALED HW3642* NAVD 88 - 407.65 (meters) 1337.4 (feet) RESET HW3642 ___________________________________________________________________ HW3642 GEOID HEIGHT- -32.16 (meters) GEOID99 HW3642 HW3642 VERT ORDER - THIRD HW3642 HW3642.The horizontal coordinates were scaled from a topographic map and have HW3642.an estimated accuracy of +/- 6 seconds. HW3642 HW3642.The orthometric height was computed from unverified reset data. HW3642.No vertical observational check was made to the station. HW3642 HW3642.The geoid height was determined by GEOID99. HW3642 HW3642; North East Units Estimated Accuracy HW3642;SPC VA N - 2,047,990. 3,458,920. MT (+/- 180 meters Scaled) HW3642 HW3642 SUPERSEDED SURVEY CONTROL HW3642 HW3642 NGVD 29 - 407.80 (m) 1337.9 (f) RESET 3 HW3642 HW3642.Superseded values are not recommended for survey control. HW3642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3642.See file dsdata.txt to determine how the superseded data were derived. HW3642 HW3642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC781186(NAD 83) HW3642_MARKER: DB = BENCH MARK DISK HW3642_SETTING: 36 = BRIDGE WINGWALL HW3642_STAMPING: H 56 RESET 1983 HW3642_MARK LOGO: NGS HW3642_MAGNETIC: N = NO MAGNETIC MATERIAL HW3642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HW3642 HW3642 HISTORY - Date Condition Report By HW3642 HISTORY - 1983 MONUMENTED VADHT HW3642 HW3642 STATION DESCRIPTION HW3642 HW3642'DESCRIBED BY VA DEPT HWYS-TRANSP 1983 HW3642'IN FISHERSVILLE, AT THE NEW RAILROAD BRIDGE OVER ROUTE 250 IN THE TOP HW3642'OF THE NORTH END OF THE WEST WINGWALL. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AB7219 *********************************************************************** AB7219 DESIGNATION - L 342 RESET AB7219 PID - AB7219 AB7219 STATE/COUNTY- VA/AUGUSTA AB7219 USGS QUAD - WAYNESBORO WEST (1987) AB7219 AB7219 *CURRENT SURVEY CONTROL AB7219 ___________________________________________________________________ AB7219* NAD 83(1986)- 38 03 58. (N) 078 52 42. (W) SCALED AB7219* NAVD 88 - 396.98 (meters) 1302.4 (feet) RESET AB7219 ___________________________________________________________________ AB7219 GEOID HEIGHT- -32.17 (meters) GEOID99 AB7219 AB7219 VERT ORDER - THIRD AB7219 AB7219.The horizontal coordinates were scaled from a topographic map and have AB7219.an estimated accuracy of +/- 6 seconds. AB7219 AB7219.The orthometric height was computed from unverified reset data. AB7219 AB7219.The geoid height was determined by GEOID99. AB7219 AB7219; North East Units Estimated Accuracy AB7219;SPC VA N - 2,044,410. 3,466,800. MT (+/- 180 meters Scaled) AB7219 AB7219 SUPERSEDED SURVEY CONTROL AB7219 AB7219.No superseded survey control is available for this station. AB7219 AB7219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC861152(NAD 83) AB7219_MARKER: DV = VERTICAL CONTROL DISK AB7219_SETTING: 38 = BRIDGE ABUTMENT AB7219_STAMPING: L 342 RESET 1995 AB7219_MARK LOGO: NGS AB7219_MAGNETIC: N = NO MAGNETIC MATERIAL AB7219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB7219 AB7219 HISTORY - Date Condition Report By AB7219 HISTORY - 1995 MONUMENTED VADHT AB7219 AB7219 STATION DESCRIPTION AB7219 AB7219'DESCRIBED BY VA DEPT HWYS-TRANSP 1995 (WBC) AB7219'IN WAYNESBORO, ALONG THE NORFOLK AND WESTERN RAILWAY, ABOUT 0.3 MILE AB7219'(0.5 KM) SOUTH OF THE UNION STATION, ON TOP OF THE EAST END OF THE AB7219'NORTH CONCRETE ABUTMENT OF THE NORFOLK AND WESTERN RAILWAY BRIDGE OVER AB7219'US HIGHWAY 250, 12 FEET (3.7 M) EAST OF THE EAST RAIL AND ABOUT LEVEL AB7219'WITH THE TOP OF RAIL. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW1080 *********************************************************************** HW1080 DESIGNATION - R 156 RESET 1968 HW1080 PID - HW1080 HW1080 STATE/COUNTY- VA/AUGUSTA HW1080 USGS QUAD - CRIMORA (1987) HW1080 HW1080 *CURRENT SURVEY CONTROL HW1080 ___________________________________________________________________ HW1080* NAD 83(1986)- 38 08 54. (N) 078 49 39. (W) SCALED HW1080* NAVD 88 - 485.97 (+/-2cm) 1594.4 (feet) VERTCON HW1080 ___________________________________________________________________ HW1080 GEOID HEIGHT- -32.25 (meters) GEOID99 HW1080 HW1080 VERT ORDER - THIRD (See Below) HW1080 HW1080.The horizontal coordinates were scaled from a topographic map and have HW1080.an estimated accuracy of +/- 6 seconds. HW1080 HW1080.The NAVD 88 height was computed by applying the VERTCON shift value to HW1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW1080.The vertical order pertains to the superseded datum. HW1080 HW1080.The geoid height was determined by GEOID99. HW1080 HW1080; North East Units Estimated Accuracy HW1080;SPC VA N - 2,053,520. 3,471,290. MT (+/- 180 meters Scaled) HW1080 HW1080 SUPERSEDED SURVEY CONTROL HW1080 HW1080 NGVD 29 - 486.14 (m) 1594.9 (f) RESET 3 HW1080 HW1080.Superseded values are not recommended for survey control. HW1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1080.See file dsdata.txt to determine how the superseded data were derived. HW1080 HW1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC903245(NAD 83) HW1080_MARKER: DD = SURVEY DISK HW1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW1080_STAMPING: R 156 RESET 1968 HW1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW1080+STABILITY: SURFACE MOTION HW1080 HW1080 HISTORY - Date Condition Report By HW1080 HISTORY - 1968 MONUMENTED VADH HW1080 HW1080 STATION DESCRIPTION HW1080 HW1080'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968 HW1080'1.4 MI E FROM CRIMORA. HW1080'1.4 MILES EAST ALONG SECONDARY STATE HIGHWAY 612 FROM THE NORFOLK HW1080'AND WESTERN RAILWAY STATION AT CRIMORA, 0.9 MILE EAST ALONG HW1080'SECONDARY STATE HIGHWAY 612 FROM THE INTERSECTION OF U.S. HIGHWAY HW1080'340, 242 FEET WEST OF A CINDER-BLOCK HOUSE OWNED BY BUCK L. HW1080'SPROUSE, 278 FEET NORTHWEST OF DRIVEWAY TO THE SPROUSE RESIDENCE, HW1080'20 FEET SOUTHWEST OF THE CENTER LINE OF SECONDARY STATE HIGHWAY HW1080'612, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE HW1080'THE GROUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW1041 *********************************************************************** HW1041 DESIGNATION - T 157 RESET 1970 HW1041 PID - HW1041 HW1041 STATE/COUNTY- VA/AUGUSTA HW1041 USGS QUAD - CRIMORA (1987) HW1041 HW1041 *CURRENT SURVEY CONTROL HW1041 ___________________________________________________________________ HW1041* NAD 83(1986)- 38 09 41. (N) 078 52 06. (W) SCALED HW1041* NAVD 88 - 378.05 (+/-2cm) 1240.3 (feet) VERTCON HW1041 ___________________________________________________________________ HW1041 GEOID HEIGHT- -32.27 (meters) GEOID99 HW1041 HW1041 VERT ORDER - THIRD (See Below) HW1041 HW1041.The horizontal coordinates were scaled from a topographic map and have HW1041.an estimated accuracy of +/- 6 seconds. HW1041 HW1041.The NAVD 88 height was computed by applying the VERTCON shift value to HW1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW1041.The vertical order pertains to the superseded datum. HW1041 HW1041.The geoid height was determined by GEOID99. HW1041 HW1041; North East Units Estimated Accuracy HW1041;SPC VA N - 2,054,980. 3,467,720. MT (+/- 180 meters Scaled) HW1041 HW1041 SUPERSEDED SURVEY CONTROL HW1041 HW1041 NGVD 29 - 378.24 (m) 1240.9 (f) RESET 3 HW1041 HW1041.Superseded values are not recommended for survey control. HW1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1041.See file dsdata.txt to determine how the superseded data were derived. HW1041 HW1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC867258(NAD 83) HW1041_MARKER: DD = SURVEY DISK HW1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW1041_STAMPING: T 157 RESET 1970 HW1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW1041+STABILITY: SURFACE MOTION HW1041 HW1041 HISTORY - Date Condition Report By HW1041 HISTORY - 1970 MONUMENTED VADH HW1041 HW1041 STATION DESCRIPTION HW1041 HW1041'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1970 HW1041'1.3 MI NW FROM CRIMORA. HW1041'1.3 MILES NORTHWEST ALONG SECONDARY STATE HIGHWAY 612 FROM THE HW1041'NORFOLK AND WESTERN RAILWAY AT CRIMORA, NEAR THE INTERSECTION OF HW1041'ROUTE 865, 48 FEET SOUTH OF THE CENTER LINE OF ROUTE 612, 51 HW1041'FEET WEST OF THE CENTER LINE OF ROUTE 865, SET IN THE TOP OF A HW1041'CONCRETE POST PROJECTING 3 INCHES AND MARKED WITH A METAL WITNESS HW1041'POST. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW1047 *********************************************************************** HW1047 DESIGNATION - TT 24 T RESET 1949 HW1047 PID - HW1047 HW1047 STATE/COUNTY- VA/AUGUSTA HW1047 USGS QUAD - FORT DEFIANCE (1984) HW1047 HW1047 *CURRENT SURVEY CONTROL HW1047 ___________________________________________________________________ HW1047* NAD 83(1986)- 38 10 44. (N) 078 55 01. (W) SCALED HW1047* NAVD 88 - 388.27 (meters) 1273.8 (feet) RESET HW1047 ___________________________________________________________________ HW1047 GEOID HEIGHT- -32.28 (meters) GEOID99 HW1047 HW1047 VERT ORDER - THIRD HW1047 HW1047.The horizontal coordinates were scaled from a topographic map and have HW1047.an estimated accuracy of +/- 6 seconds. HW1047 HW1047.The orthometric height was computed from unverified reset data. HW1047.No vertical observational check was made to the station. HW1047 HW1047.The geoid height was determined by GEOID99. HW1047 HW1047; North East Units Estimated Accuracy HW1047;SPC VA N - 2,056,940. 3,463,470. MT (+/- 180 meters Scaled) HW1047 HW1047 SUPERSEDED SURVEY CONTROL HW1047 HW1047 NGVD 29 - 388.46 (m) 1274.5 (f) RESET 3 HW1047 HW1047.Superseded values are not recommended for survey control. HW1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1047.See file dsdata.txt to determine how the superseded data were derived. HW1047 HW1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC824277(NAD 83) HW1047_MARKER: DD = SURVEY DISK HW1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW1047_STAMPING: RESET 1949 HW1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW1047+STABILITY: SURFACE MOTION HW1047 HW1047 HISTORY - Date Condition Report By HW1047 HISTORY - 1949 MONUMENTED VADH HW1047 HISTORY - 1950 GOOD NGS HW1047 HISTORY - 1975 GOOD NGS HW1047 HW1047 STATION DESCRIPTION HW1047 HW1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 HW1047'1.6 MI SW FROM NEW HOPE. HW1047'1.7 MILES NORTHEAST ALONG COUNTY ROAD 642 FROM ST. JAMES CHURCH, HW1047'AUGUSTA COUNTY, THENCE 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 254 HW1047'AND COUNTY ROAD 642, AND THENCE 2.1 MILES NORTHEAST ALONG COUNTY HW1047'ROAD 786, 1.6 MILES SOUTHWEST OF NEW HOPE, AT THE JUNCTION OF COUNTY HW1047'ROAD 608, 44.5 FEET EAST OF THE CENTER OF THE JUNCTION, NEAR A HW1047'FENCE, AND AT THE CORNER OF A FIELD OWNED BY JAMES KERR. A HW1047'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED RESET HW1047'1949 AND SET IN THE TOP OF A CONCRETE POST. HW1047 HW1047 STATION RECOVERY (1975) HW1047 HW1047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 HW1047'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW3638 *********************************************************************** HW3638 DESIGNATION - W 158 RESET HW3638 PID - HW3638 HW3638 STATE/COUNTY- VA/AUGUSTA HW3638 USGS QUAD - GREENVILLE (1972) HW3638 HW3638 *CURRENT SURVEY CONTROL HW3638 ___________________________________________________________________ HW3638* NAD 83(1986)- 38 03 27. (N) 079 09 08. (W) SCALED HW3638* NAVD 88 - 612.22 (meters) 2008.6 (feet) RESET HW3638 ___________________________________________________________________ HW3638 GEOID HEIGHT- -31.93 (meters) GEOID99 HW3638 HW3638 VERT ORDER - THIRD HW3638 HW3638.The horizontal coordinates were scaled from a topographic map and have HW3638.an estimated accuracy of +/- 6 seconds. HW3638 HW3638.The orthometric height was computed from unverified reset data. HW3638.No vertical observational check was made to the station. HW3638 HW3638.The geoid height was determined by GEOID99. HW3638 HW3638; North East Units Estimated Accuracy HW3638;SPC VA N - 2,043,590. 3,442,760. MT (+/- 180 meters Scaled) HW3638 HW3638 SUPERSEDED SURVEY CONTROL HW3638 HW3638 NGVD 29 - 612.34 (m) 2009.0 (f) RESET 3 HW3638 HW3638.Superseded values are not recommended for survey control. HW3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3638.See file dsdata.txt to determine how the superseded data were derived. HW3638 HW3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC621138(NAD 83) HW3638_MARKER: DB = BENCH MARK DISK HW3638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW3638_STAMPING: W 158 1935 RESET 1985 HW3638_MARK LOGO: VADHT HW3638_PROJECTION: FLUSH HW3638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3638+STABILITY: SURFACE MOTION HW3638 HW3638 HISTORY - Date Condition Report By HW3638 HISTORY - 1985 MONUMENTED VADHT HW3638 HW3638 STATION DESCRIPTION HW3638 HW3638'DESCRIBED BY VA DEPT HWYS-TRANSP 1985 HW3638'5.8 KM (3.60 MI) NW FROM MIDDLEBROOK. HW3638'1.7 MILES NORTHEAST ALONG COUNTY ROAD 620 FROM THE POST OFFICE IN HW3638'MIDDLEBROOK, THENCE 1.9 MI. NORTHWEST OF ROUTE 11 ALONG ROUTE 694, 33 HW3638'FT. NORTH OF CENTERLINE OF ROUTE 694. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW1705 *********************************************************************** HW1705 DESIGNATION - Z 104 RESET 1967 HW1705 PID - HW1705 HW1705 STATE/COUNTY- VA/AUGUSTA HW1705 USGS QUAD - PARNASSUS (1986) HW1705 HW1705 *CURRENT SURVEY CONTROL HW1705 ___________________________________________________________________ HW1705* NAD 83(1986)- 38 18 32. (N) 079 06 16. (W) SCALED HW1705* NAVD 88 - 445.31 (meters) 1461.0 (feet) RESET HW1705 ___________________________________________________________________ HW1705 GEOID HEIGHT- -32.04 (meters) GEOID99 HW1705 HW1705 VERT ORDER - THIRD HW1705 HW1705.The horizontal coordinates were scaled from a topographic map and have HW1705.an estimated accuracy of +/- 6 seconds. HW1705 HW1705.The orthometric height was computed from unverified reset data. HW1705.No vertical observational check was made to the station. HW1705 HW1705.The geoid height was determined by GEOID99. HW1705 HW1705; North East Units Estimated Accuracy HW1705;SPC VA N - 2,071,460. 3,447,140. MT (+/- 180 meters Scaled) HW1705 HW1705 SUPERSEDED SURVEY CONTROL HW1705 HW1705 NGVD 29 - 445.43 (m) 1461.4 (f) RESET 3 HW1705 HW1705.Superseded values are not recommended for survey control. HW1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1705.See file dsdata.txt to determine how the superseded data were derived. HW1705 HW1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC657417(NAD 83) HW1705_MARKER: DB = BENCH MARK DISK HW1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW1705_STAMPING: Z 104 RESET 1967 HW1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW1705+STABILITY: SURFACE MOTION HW1705 HW1705 HISTORY - Date Condition Report By HW1705 HISTORY - 1967 MONUMENTED LOCENG HW1705 HW1705 STATION DESCRIPTION HW1705 HW1705'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1967 HW1705'1 MI SW FROM MOSCOW. HW1705'ABOUT 1 MILE SOUTHWEST ALONG STATE HIGHWAY 42 FROM THE JUNCTION HW1705'OF SECONDARY STATE HIGHWAY 731 AT MOSCOW, AT THE JUNCTION OF HW1705'SECONDARY STATE HIGHWAY 758 LEADING NORTHWEST, 35 FEET WEST OF HW1705'THE CENTER LINE OF STATE HIGHWAY 42, 30 FEET SOUTH OF THE HW1705'CENTER LINE OF SECONDARY STATE HIGHWAY 758, SET IN THE TOP OF A HW1705'CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW3639 *********************************************************************** HW3639 DESIGNATION - Z 341 RESET HW3639 PID - HW3639 HW3639 STATE/COUNTY- VA/AUGUSTA HW3639 USGS QUAD - STUARTS DRAFT (1984) HW3639 HW3639 *CURRENT SURVEY CONTROL HW3639 ___________________________________________________________________ HW3639* NAD 83(1986)- 38 06 49. (N) 079 00 46. (W) SCALED HW3639* NAVD 88 - 387.58 (meters) 1271.6 (feet) RESET HW3639 ___________________________________________________________________ HW3639 GEOID HEIGHT- -32.14 (meters) GEOID99 HW3639 HW3639 VERT ORDER - THIRD HW3639 HW3639.The horizontal coordinates were scaled from a topographic map and have HW3639.an estimated accuracy of +/- 6 seconds. HW3639 HW3639.The orthometric height was computed from unverified reset data. HW3639.No vertical observational check was made to the station. HW3639 HW3639.The geoid height was determined by GEOID99. HW3639 HW3639; North East Units Estimated Accuracy HW3639;SPC VA N - 2,049,740. 3,455,030. MT (+/- 180 meters Scaled) HW3639 HW3639 SUPERSEDED SURVEY CONTROL HW3639 HW3639 NGVD 29 - 387.73 (m) 1272.1 (f) RESET 3 HW3639 HW3639.Superseded values are not recommended for survey control. HW3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3639.See file dsdata.txt to determine how the superseded data were derived. HW3639 HW3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC742202(NAD 83) HW3639_MARKER: DB = BENCH MARK DISK HW3639_SETTING: 32 = PARAPET HW3639_STAMPING: Z 341 RESET 1984 HW3639_MARK LOGO: VADHT HW3639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3639+STABILITY: SURFACE MOTION HW3639 HW3639 HISTORY - Date Condition Report By HW3639 HISTORY - 1984 MONUMENTED VADHT HW3639 HW3639 STATION DESCRIPTION HW3639 HW3639'DESCRIBED BY VA DEPT HWYS-TRANSP 1984 HW3639'6.4 KM (4.00 MI) SE FROM STAUNTON. HW3639'4.0 MILES SOUTHEAST ALONG U.S. HWY. 250 FROM JUNCTION U.S. HWY. 11 AT HW3639'STAUNTON. A DISK SET ON TOP OF CONCRETE PARAPET SOUTHWEST CORNER OF HW3639'NEW BRIDGE OVER CHRISTIANS CREEK.