1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 JV6894 *********************************************************************** JV6894 DESIGNATION - P 90 RESET JV6894 PID - JV6894 JV6894 STATE/COUNTY- VA/CLARKE JV6894 USGS QUAD - BERRYVILLE (1981) JV6894 JV6894 *CURRENT SURVEY CONTROL JV6894 ___________________________________________________________________ JV6894* NAD 83(1986)- 39 07 30. (N) 077 53 38. (W) SCALED JV6894* NAVD 88 - 124.75 (meters) 409.3 (feet) RESET JV6894 ___________________________________________________________________ JV6894 GEOID HEIGHT- -33.31 (meters) GEOID99 JV6894 JV6894 VERT ORDER - THIRD JV6894 JV6894.The horizontal coordinates were scaled from a topographic map and have JV6894.an estimated accuracy of +/- 6 seconds. JV6894 JV6894.The orthometric height was computed from unverified reset data. JV6894.No vertical observational check was made to the station. JV6894 JV6894.The geoid height was determined by GEOID99. JV6894 JV6894; North East Units Estimated Accuracy JV6894;SPC VA N - 2,162,050. 3,552,410. MT (+/- 180 meters Scaled) JV6894 JV6894 SUPERSEDED SURVEY CONTROL JV6894 JV6894 NGVD 29 - 124.96 (m) 410.0 (f) RESET 3 JV6894 JV6894.Superseded values are not recommended for survey control. JV6894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV6894.See file dsdata.txt to determine how the superseded data were derived. JV6894 JV6894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ498346(NAD 83) JV6894_MARKER: DB = BENCH MARK DISK JV6894_SETTING: 38 = BRIDGE ABUTMENT JV6894_STAMPING: P 90 RESET 1987 JV6894_MARK LOGO: NGS JV6894_MAGNETIC: N = NO MAGNETIC MATERIAL JV6894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JV6894 JV6894 HISTORY - Date Condition Report By JV6894 HISTORY - 1987 MONUMENTED VADHT JV6894 JV6894 STATION DESCRIPTION JV6894 JV6894'DESCRIBED BY VA DEPT HWYS-TRANSP 1987 JV6894'5.5 MILES EAST ALONG STATE HIGHWAY 7 FROM THE HIGH SCHOOL IN JV6894'BERRYVILLE, AT CASTLEMANS FERRY BRIDGE, EAST BOUND LANE OVER JV6894'SHENANDOAH RIVER ON THE SOUTHWEST CORNER OF WEST BRIDGE ABUTMENT, 20 JV6894'FEET RIGHT OF CENTERLINE OF ROAD. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 JV3051 *********************************************************************** JV3051 DESIGNATION - R 90 RESET 1955 JV3051 PID - JV3051 JV3051 STATE/COUNTY- VA/CLARKE JV3051 USGS QUAD - BERRYVILLE (1981) JV3051 JV3051 *CURRENT SURVEY CONTROL JV3051 ___________________________________________________________________ JV3051* NAD 83(1986)- 39 09 17. (N) 077 59 14. (W) SCALED JV3051* NAVD 88 - 183.16 (meters) 600.9 (feet) RESET JV3051 ___________________________________________________________________ JV3051 GEOID HEIGHT- -33.61 (meters) GEOID99 JV3051 JV3051 VERT ORDER - THIRD JV3051 JV3051.The horizontal coordinates were scaled from a topographic map and have JV3051.an estimated accuracy of +/- 6 seconds. JV3051 JV3051.The orthometric height was computed from unverified reset data. JV3051.No vertical observational check was made to the station. JV3051 JV3051.The geoid height was determined by GEOID99. JV3051 JV3051; North East Units Estimated Accuracy JV3051;SPC VA N - 2,165,300. 3,544,320. MT (+/- 180 meters Scaled) JV3051 JV3051 SUPERSEDED SURVEY CONTROL JV3051 JV3051 NGVD 29 - 183.33 (m) 601.5 (f) RESET 3 JV3051 JV3051.Superseded values are not recommended for survey control. JV3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV3051.See file dsdata.txt to determine how the superseded data were derived. JV3051 JV3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ418381(NAD 83) JV3051_MARKER: DB = BENCH MARK DISK JV3051_SETTING: 30 = STEP JV3051_STAMPING: R 90 RESET 1955 JV3051_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JV3051 JV3051 HISTORY - Date Condition Report By JV3051 HISTORY - 1955 MONUMENTED CGS JV3051 JV3051 STATION DESCRIPTION JV3051 JV3051'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 JV3051'AT BERRYVILLE. JV3051'AT BERRYVILLE, CLARKE COUNTY, ON STATE HIGHWAY 7, AT THE BERRYVILLE JV3051'ELEMENTARY SCHOOL, 1 BLOCK WEST OF LINCOLN AVENUE AND SMITH JV3051'STREET, AT THE EAST ENTRANCE TO THE MAIN BUILDING, AND IN THE JV3051'SOUTH END OF THE SECOND STEP UP FROM THE SIDEWALK. A STANDARD JV3051'DISK, STAMPED R 90 RESET 1955. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 JW0239 *********************************************************************** JW0239 DESIGNATION - S 90 RESET 1972 JW0239 PID - JW0239 JW0239 STATE/COUNTY- VA/CLARKE JW0239 USGS QUAD - STEPHENSON (1987) JW0239 JW0239 *CURRENT SURVEY CONTROL JW0239 ___________________________________________________________________ JW0239* NAD 83(1986)- 39 10 17. (N) 078 00 55. (W) SCALED JW0239* NAVD 88 - 187.59 (+/-2cm) 615.5 (feet) VERTCON JW0239 ___________________________________________________________________ JW0239 GEOID HEIGHT- -33.68 (meters) GEOID99 JW0239 JW0239 VERT ORDER - THIRD (See Below) JW0239 JW0239.The horizontal coordinates were scaled from a topographic map and have JW0239.an estimated accuracy of +/- 6 seconds. JW0239 JW0239.The NAVD 88 height was computed by applying the VERTCON shift value to JW0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JW0239.The vertical order pertains to the superseded datum. JW0239 JW0239.The geoid height was determined by GEOID99. JW0239 JW0239; North East Units Estimated Accuracy JW0239;SPC VA N - 2,167,140. 3,541,890. MT (+/- 180 meters Scaled) JW0239 JW0239 SUPERSEDED SURVEY CONTROL JW0239 JW0239 NGVD 29 - 187.78 (m) 616.1 (f) RESET 3 JW0239 JW0239.Superseded values are not recommended for survey control. JW0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JW0239.See file dsdata.txt to determine how the superseded data were derived. JW0239 JW0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD578400(NAD 83) JW0239_MARKER: DD = SURVEY DISK JW0239_SETTING: 66 = SET IN ROCK OUTCROP JW0239_STAMPING: S 90 RESET 1972 JW0239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JW0239+STABILITY: POSITION/ELEVATION WELL JW0239 JW0239 HISTORY - Date Condition Report By JW0239 HISTORY - 1972 MONUMENTED VADH JW0239 JW0239 STATION DESCRIPTION JW0239 JW0239'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1972 JW0239'1.9 MI NW FROM BERRYVILLE. JW0239'1.9 MILES NORTHWEST ALONG THE OLD ROUTE OF STATE HIGHWAY 7 FROM JW0239'THE CLARKE COUNTY PUBLIC SCHOOL ADMINISTRATION BUILDING AT JW0239'BERRYVILLE, 77 FEET NORTH OF THE CENTER LINE OF THE WEST BOUND JW0239'TRAFFIC LANE OF STATE HIGHWAY 7 LEADING TO WINCHESTER, 4 FEET JW0239'NORTH OF THE RIGHT-OF-WAY FENCE AND SET IN THE TOP OF A LIMESTONE JW0239'ROCK OUTCROP. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 JW0242 *********************************************************************** JW0242 DESIGNATION - T 90 RESET 1968 JW0242 PID - JW0242 JW0242 STATE/COUNTY- VA/CLARKE JW0242 USGS QUAD - STEPHENSON (1987) JW0242 JW0242 *CURRENT SURVEY CONTROL JW0242 ___________________________________________________________________ JW0242* NAD 83(1986)- 39 10 32. (N) 078 03 02. (W) SCALED JW0242* NAVD 88 - 168.49 (+/-2cm) 552.8 (feet) VERTCON JW0242 ___________________________________________________________________ JW0242 GEOID HEIGHT- -33.72 (meters) GEOID99 JW0242 JW0242 VERT ORDER - THIRD (See Below) JW0242 JW0242.The horizontal coordinates were scaled from a topographic map and have JW0242.an estimated accuracy of +/- 6 seconds. JW0242 JW0242.The NAVD 88 height was computed by applying the VERTCON shift value to JW0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JW0242.The vertical order pertains to the superseded datum. JW0242 JW0242.The geoid height was determined by GEOID99. JW0242 JW0242; North East Units Estimated Accuracy JW0242;SPC VA N - 2,167,590. 3,538,840. MT (+/- 180 meters Scaled) JW0242 JW0242 SUPERSEDED SURVEY CONTROL JW0242 JW0242 NGVD 29 - 168.69 (m) 553.4 (f) RESET 3 JW0242 JW0242.Superseded values are not recommended for survey control. JW0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JW0242.See file dsdata.txt to determine how the superseded data were derived. JW0242 JW0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD547404(NAD 83) JW0242_MARKER: DD = SURVEY DISK JW0242_SETTING: 66 = SET IN ROCK OUTCROP JW0242_STAMPING: T 90 RESET 1968 JW0242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD JW0242+STABILITY: POSITION/ELEVATION WELL JW0242 JW0242 HISTORY - Date Condition Report By JW0242 HISTORY - 1968 MONUMENTED VADH JW0242 JW0242 STATION DESCRIPTION JW0242 JW0242'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968 JW0242'4.7 MI W FROM BERRYVILLE. JW0242'ABOUT 4.7 MILES WEST ALONG STATE HIGHWAY 7 FROM THE NORFOLK AND JW0242'WESTERN RAILROAD AT BERRYVILLE, 214 FEET NORTHWEST OF A CONCRETE JW0242'CULVERT, IN THE TOP OF A LIMESTONE OUTCROP, 170 RIGHT OF WEST JW0242'BOUND LANE OF STATE HIGHWAY 7. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 JV3136 *********************************************************************** JV3136 DESIGNATION - TT 253 RESET 1970 JV3136 PID - JV3136 JV3136 STATE/COUNTY- VA/CLARKE JV3136 USGS QUAD - BLUEMONT (1981) JV3136 JV3136 *CURRENT SURVEY CONTROL JV3136 ___________________________________________________________________ JV3136* NAD 83(1986)- 39 06 57. (N) 077 51 05. (W) SCALED JV3136* NAVD 88 - 313.39 (meters) 1028.2 (feet) RESET JV3136 ___________________________________________________________________ JV3136 GEOID HEIGHT- -33.12 (meters) GEOID99 JV3136 JV3136 VERT ORDER - THIRD JV3136 JV3136.The horizontal coordinates were scaled from a topographic map and have JV3136.an estimated accuracy of +/- 6 seconds. JV3136 JV3136.The orthometric height was computed from unverified reset data. JV3136.No vertical observational check was made to the station. JV3136 JV3136.The geoid height was determined by GEOID99. JV3136 JV3136; North East Units Estimated Accuracy JV3136;SPC VA N - 2,161,060. 3,556,090. MT (+/- 180 meters Scaled) JV3136 JV3136 SUPERSEDED SURVEY CONTROL JV3136 JV3136 NGVD 29 - 313.60 (m) 1028.9 (f) RESET 3 JV3136 JV3136.Superseded values are not recommended for survey control. JV3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV3136.See file dsdata.txt to determine how the superseded data were derived. JV3136 JV3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ534335(NAD 83) JV3136_MARKER: DB = BENCH MARK DISK JV3136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JV3136_STAMPING: TT 253 RESET 1970 JV3136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JV3136+STABILITY: SURFACE MOTION JV3136 JV3136 HISTORY - Date Condition Report By JV3136 HISTORY - 1970 MONUMENTED VADH JV3136 JV3136 STATION DESCRIPTION JV3136 JV3136'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1970 JV3136'0.7 MI NW FROM BLUEMONT. JV3136'IN CLARKE COUNTY, 0.7 MILES NORTHWEST ALONG STATE HIGHWAY 7 JV3136'FROM THE JUNCTION OF STATE HIGHWAY 734 AT BLUEMONT, 8.4 MILES JV3136'EAST OF HIGH SCHOOL AT BERRYVILLE, 0.3 MILES WEST OF THE JV3136'JUNCTION OF STATE HIGHWAY 601 LEADING SOUTHWEST OF THE JV3136'CLARKE-LOUNDON BOUNDARY COUNTY LINE, NEAR THE JUNCTION OF 3 DIRT JV3136'ROADS (0.05 MILES WEST OF A DIRT ROAD LEADING NORTH, 0.1 JV3136'MILE WEST OF A DIRT ROAD LEADING SOUTHWEST, AND 48.33 FEET, JV3136'( 47 DEG 03 MINUTES E OF W.B.L. ROUTE 7 TO BERRTVILLE. A JV3136'STANDARD DISK STAMPED TT 253 RESET 1970 SET IN THE TOP OF JV3136'CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 JV3153 *********************************************************************** JV3153 DESIGNATION - U 254 RESET 1973 JV3153 PID - JV3153 JV3153 STATE/COUNTY- VA/CLARKE JV3153 USGS QUAD - ASHBY GAP (1981) JV3153 JV3153 *CURRENT SURVEY CONTROL JV3153 ___________________________________________________________________ JV3153* NAD 83(1986)- 39 01 40. (N) 077 58 43. (W) SCALED JV3153* NAVD 88 - 192.74 (meters) 632.3 (feet) RESET JV3153 ___________________________________________________________________ JV3153 GEOID HEIGHT- -33.22 (meters) GEOID99 JV3153 JV3153 VERT ORDER - THIRD JV3153 JV3153.The horizontal coordinates were scaled from a topographic map and have JV3153.an estimated accuracy of +/- 6 seconds. JV3153 JV3153.The orthometric height was computed from unverified reset data. JV3153.No vertical observational check was made to the station. JV3153 JV3153.The geoid height was determined by GEOID99. JV3153 JV3153; North East Units Estimated Accuracy JV3153;SPC VA N - 2,151,210. 3,545,150. MT (+/- 180 meters Scaled) JV3153 JV3153 SUPERSEDED SURVEY CONTROL JV3153 JV3153 NGVD 29 - 192.94 (m) 633.0 (f) RESET 3 JV3153 JV3153.Superseded values are not recommended for survey control. JV3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV3153.See file dsdata.txt to determine how the superseded data were derived. JV3153 JV3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ421240(NAD 83) JV3153_MARKER: DB = BENCH MARK DISK JV3153_SETTING: 30 = CULVERT HEADWALL JV3153_STAMPING: U 254 RESET 1973 JV3153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JV3153 JV3153 HISTORY - Date Condition Report By JV3153 HISTORY - 1973 MONUMENTED VADH JV3153 JV3153 STATION DESCRIPTION JV3153 JV3153'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1973 JV3153'2.2 MI NW FROM PARIS. JV3153'IN CLARKE COUNTY, 2.2 MILES NORTHWEST ALONG U.S. HWY. 50 FROM JV3153'THE POST OFFICE AT PARIS, FAUQUIER COUNTY, 0.2 MILE SOUTHEAST OF JV3153'THE JUNCTION OF STATE HWY. 606 LEADING NORTHEAST, AT A CONCRETE JV3153'BOX CULVERT, IN THE TOP OF THE HEADWALL, AND 45 FEET NORTHEAST OF JV3153'THE CENTERLINE OF THE WEST BOUND LANE OF THE NEW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 JW0244 *********************************************************************** JW0244 DESIGNATION - U 90 RESET 1968 JW0244 PID - JW0244 JW0244 STATE/COUNTY- VA/CLARKE JW0244 USGS QUAD - STEPHENSON (1987) JW0244 JW0244 *CURRENT SURVEY CONTROL JW0244 ___________________________________________________________________ JW0244* NAD 83(1986)- 39 10 55. (N) 078 05 04. (W) SCALED JW0244* NAVD 88 - 160.30 (+/-2cm) 525.9 (feet) VERTCON JW0244 ___________________________________________________________________ JW0244 GEOID HEIGHT- -33.74 (meters) GEOID99 JW0244 JW0244 VERT ORDER - THIRD (See Below) JW0244 JW0244.The horizontal coordinates were scaled from a topographic map and have JW0244.an estimated accuracy of +/- 6 seconds. JW0244 JW0244.The NAVD 88 height was computed by applying the VERTCON shift value to JW0244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JW0244.The vertical order pertains to the superseded datum. JW0244 JW0244.The geoid height was determined by GEOID99. JW0244 JW0244; North East Units Estimated Accuracy JW0244;SPC VA N - 2,168,280. 3,535,910. MT (+/- 180 meters Scaled) JW0244 JW0244 SUPERSEDED SURVEY CONTROL JW0244 JW0244 NGVD 29 - 160.49 (m) 526.5 (f) RESET 3 JW0244 JW0244.Superseded values are not recommended for survey control. JW0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JW0244.See file dsdata.txt to determine how the superseded data were derived. JW0244 JW0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD518410(NAD 83) JW0244_MARKER: DB = BENCH MARK DISK JW0244_SETTING: 30 = MARKER JW0244_STAMPING: U 90 RESET 1968 JW0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY JW0244 JW0244 HISTORY - Date Condition Report By JW0244 HISTORY - 1968 MONUMENTED VADH JW0244 JW0244 STATION DESCRIPTION JW0244 JW0244'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968 JW0244'4.5 MI E FROM WINCHESTER. JW0244'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 7 FROM WINCHESTER, 75 JW0244'FEET RIGHT OF WEST BOUND LANE OF STATE HIGHWAY 7, 20 FEET NORTH JW0244'OF ABRAMS CREEK, SET IN THE TOP OF A CONCRETE HIGHWAY-RIGHT-OF-WAY JW0244'MARKER. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 JV3144 *********************************************************************** JV3144 DESIGNATION - Z 253 RESET 1957 JV3144 PID - JV3144 JV3144 STATE/COUNTY- VA/CLARKE JV3144 USGS QUAD - ASHBY GAP (1981) JV3144 JV3144 *CURRENT SURVEY CONTROL JV3144 ___________________________________________________________________ JV3144* NAD 83(1986)- 39 04 33. (N) 077 52 56. (W) SCALED JV3144* NAVD 88 - 506.28 (meters) 1661.0 (feet) RESET JV3144 ___________________________________________________________________ JV3144 GEOID HEIGHT- -33.07 (meters) GEOID99 JV3144 JV3144 VERT ORDER - THIRD JV3144 JV3144.The horizontal coordinates were scaled from a topographic map and have JV3144.an estimated accuracy of +/- 6 seconds. JV3144 JV3144.The orthometric height was computed from unverified reset data. JV3144.No vertical observational check was made to the station. JV3144 JV3144.The geoid height was determined by GEOID99. JV3144 JV3144; North East Units Estimated Accuracy JV3144;SPC VA N - 2,156,600. 3,553,460. MT (+/- 180 meters Scaled) JV3144 JV3144 SUPERSEDED SURVEY CONTROL JV3144 JV3144 NGVD 29 - 506.48 (m) 1661.7 (f) RESET 3 JV3144 JV3144.Superseded values are not recommended for survey control. JV3144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV3144.See file dsdata.txt to determine how the superseded data were derived. JV3144 JV3144_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ506291(NAD 83) JV3144_MARKER: DB = BENCH MARK DISK JV3144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JV3144_STAMPING: Z 253 RESET 1957 JV3144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JV3144+STABILITY: SURFACE MOTION JV3144 JV3144 HISTORY - Date Condition Report By JV3144 HISTORY - 1957 MONUMENTED VADH JV3144 JV3144 STATION DESCRIPTION JV3144 JV3144'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1957 JV3144'3.1 MI NWSE FROM BLUEMONT. JV3144'IN CLARKE COUNTY, 0.4 MILE NORTHWEST ALONG STATE HIGHWAY 7 FROM JV3144'THE JUNCTION OF STATE HIGHWAY 734 AT BLUEMONT, LOUDOUN COUNTY, JV3144'THENCE 3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 601, 7.5 MILES JV3144'NORTHEAST OF THE POST OFFICE AT PARIS, FAUQUIER COUNTY, 0.3 MILE JV3144'NORTHEAST OF THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, SOUTH JV3144'OF THE ENTRANCE TO A FARM, 24 FEET SOUTHEAST OF THE CENTERLINE JV3144'OF NEW HIGHWAY, 20 FEET SOUTH OF A FENCE CORNER, AND SET IN THE JV3144'TOP OF A CONCRETE MONUMENT.