1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW3130 *********************************************************************** HW3130 DESIGNATION - J 102 RESET 1978 HW3130 PID - HW3130 HW3130 STATE/COUNTY- VA/HIGHLAND HW3130 USGS QUAD - DOE HILL (1977) HW3130 HW3130 *CURRENT SURVEY CONTROL HW3130 ___________________________________________________________________ HW3130* NAD 83(1986)- 38 25 50. (N) 079 26 44. (W) SCALED HW3130* NAVD 88 - 766.00 (meters) 2513.1 (feet) RESET HW3130 ___________________________________________________________________ HW3130 GEOID HEIGHT- -31.02 (meters) GEOID99 HW3130 HW3130 VERT ORDER - THIRD HW3130 HW3130.The horizontal coordinates were scaled from a topographic map and have HW3130.an estimated accuracy of +/- 6 seconds. HW3130 HW3130.The orthometric height was computed from unverified reset data. HW3130.No vertical observational check was made to the station. HW3130 HW3130.The geoid height was determined by GEOID99. HW3130 HW3130; North East Units Estimated Accuracy HW3130;SPC VA N - 2,085,220. 3,417,440. MT (+/- 180 meters Scaled) HW3130 HW3130 SUPERSEDED SURVEY CONTROL HW3130 HW3130 NGVD 29 - 766.08 (m) 2513.4 (f) RESET 3 HW3130 HW3130.Superseded values are not recommended for survey control. HW3130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3130.See file dsdata.txt to determine how the superseded data were derived. HW3130 HW3130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC356547(NAD 83) HW3130_MARKER: DB = BENCH MARK DISK HW3130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW3130_STAMPING: J 102 RESET 1978 HW3130_PROJECTION: FLUSH HW3130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3130+STABILITY: SURFACE MOTION HW3130 HW3130 HISTORY - Date Condition Report By HW3130 HISTORY - 1978 MONUMENTED VADHT HW3130 HW3130 STATION DESCRIPTION HW3130 HW3130'DESCRIBED BY VA DEPT HWYS-TRANSP 1978 HW3130'IN DOE HILL. HW3130'IN DOE HILL, 485 FEET SOUTHWEST OF POST OFFICE ON STATE HIGHWAY HW3130'654. 53 FEET SOUTHEAST OF OLD POST OFFICE. (2 STORY FRAME BUILDING) HW3130'46 FEET SOUTH OF POWER POLE, 113 FEET NORTHEAST JUNCTION STATE HW3130'HIGHWAY 624, 1 FOOT NORTHWEST OF RIGHT-OF-WAY FENCE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW1656 *********************************************************************** HW1656 DESIGNATION - J 103 RESET HW1656 PID - HW1656 HW1656 STATE/COUNTY- VA/HIGHLAND HW1656 USGS QUAD - DOE HILL (1977) HW1656 HW1656 *CURRENT SURVEY CONTROL HW1656 ___________________________________________________________________ HW1656* NAD 83(1986)- 38 23 33. (N) 079 23 48. (W) SCALED HW1656* NAVD 88 - 730.39 (+/-2cm) 2396.3 (feet) VERTCON HW1656 ___________________________________________________________________ HW1656 GEOID HEIGHT- -31.18 (meters) GEOID99 HW1656 HW1656 VERT ORDER - THIRD (See Below) HW1656 HW1656.The horizontal coordinates were scaled from a topographic map and have HW1656.an estimated accuracy of +/- 6 seconds. HW1656 HW1656.The NAVD 88 height was computed by applying the VERTCON shift value to HW1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW1656.The vertical order pertains to the superseded datum. HW1656 HW1656.The geoid height was determined by GEOID99. HW1656 HW1656; North East Units Estimated Accuracy HW1656;SPC VA N - 2,080,950. 3,421,670. MT (+/- 180 meters Scaled) HW1656 HW1656 SUPERSEDED SURVEY CONTROL HW1656 HW1656 NGVD 29 - 730.48 (m) 2396.6 (f) RESET 3 HW1656 HW1656.Superseded values are not recommended for survey control. HW1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1656.See file dsdata.txt to determine how the superseded data were derived. HW1656 HW1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC400505(NAD 83) HW1656_MARKER: DB = BENCH MARK DISK HW1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW1656_STAMPING: J 103 RESET 1956 HW1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW1656+STABILITY: SURFACE MOTION HW1656 HW1656 HISTORY - Date Condition Report By HW1656 HISTORY - 1956 MONUMENTED VADH HW1656 HW1656 STATION DESCRIPTION HW1656 HW1656'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1956 HW1656'2.7 MI SW FROM PALO ALTO. HW1656'2.7 MILES SOUTHWEST ALONG COUNTY ROAD 614 FROM PALO ALTO, HW1656'HIGHLAND COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST TO A HW1656'2-STORY FARM HOUSE, 38 FEET SOUTHEAST OF THE SOUTH END OF A HW1656'GATE ACROSS THE FARM ROAD, 26 FEET SOUTH OF THE CENTERLINE OF HW1656'THE SIDE ROAD, 20.5 FEET WEST OF THE CENTERLINE OF COUNTY ROAD HW1656'614, AND IN FENCE LINE. A STANDARD DISK, STAMPED J 103 RESET HW1656'1956 AND SET IN THE TOP OF A CONCRETE POST. THIS BENCH MARK HW1656'WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS FROM HW1656'THE VIRGINIA DEPARTMENT OF HIGHWAYS IN OCTOBER 1956. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW1832 *********************************************************************** HW1832 DESIGNATION - M 58 RESET HW1832 PID - HW1832 HW1832 STATE/COUNTY- VA/HIGHLAND HW1832 USGS QUAD - MONTEREY (1976) HW1832 HW1832 *CURRENT SURVEY CONTROL HW1832 ___________________________________________________________________ HW1832* NAD 83(1986)- 38 24 41. (N) 079 34 47. (W) SCALED HW1832* NAVD 88 - 880.51 (+/-2cm) 2888.8 (feet) VERTCON HW1832 ___________________________________________________________________ HW1832 GEOID HEIGHT- -30.82 (meters) GEOID99 HW1832 HW1832 VERT ORDER - THIRD (See Below) HW1832 HW1832.The horizontal coordinates were scaled from a topographic map and have HW1832.an estimated accuracy of +/- 6 seconds. HW1832 HW1832.The NAVD 88 height was computed by applying the VERTCON shift value to HW1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW1832.The vertical order pertains to the superseded datum. HW1832 HW1832.The geoid height was determined by GEOID99. HW1832 HW1832; North East Units Estimated Accuracy HW1832;SPC VA N - 2,083,220. 3,405,700. MT (+/- 180 meters Scaled) HW1832 HW1832 SUPERSEDED SURVEY CONTROL HW1832 HW1832 NGVD 29 - 880.57 (m) 2889.0 (f) RESET 3 HW1832 HW1832.Superseded values are not recommended for survey control. HW1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1832.See file dsdata.txt to determine how the superseded data were derived. HW1832 HW1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC240524(NAD 83) HW1832_MARKER: DB = BENCH MARK DISK HW1832_SETTING: 30 = FLOOR HW1832_STAMPING: M 58 RESET 1957 HW1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HW1832 HW1832 HISTORY - Date Condition Report By HW1832 HISTORY - 1957 MONUMENTED CGS HW1832 HW1832 STATION DESCRIPTION HW1832 HW1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 HW1832'AT MONTEREY. HW1832'AT MONTEREY, IN THE WEST QUARTER OF INTERSECTION OF U.S. HIGHWAYS HW1832'220 AND 250, AT A SERVICE STATION WHICH IS PRESENTLY (1957) HW1832'UNDER CONSTRUCTION, IN THE TOP OF CONCRETE FLOOR AND ABOVE HW1832'FOUNDATION OF ENTRANCE TO WASH COMPARTMENT OF SERVICE STATION, HW1832'3 FEET SOUTHEAST OF SOUTHEAST FACE OF THE NORTHWEST WALL AND AT HW1832'THE NORTH CORNER OF STATION. MR. H.H. TERRY IS OWNER OF STATION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW1844 *********************************************************************** HW1844 DESIGNATION - Y 98 RESET HW1844 PID - HW1844 HW1844 STATE/COUNTY- VA/HIGHLAND HW1844 USGS QUAD - HIGHTOWN (1995) HW1844 HW1844 *CURRENT SURVEY CONTROL HW1844 ___________________________________________________________________ HW1844* NAD 83(1986)- 38 26 58. (N) 079 39 16. (W) SCALED HW1844* NAVD 88 - 956.38 (+/-2cm) 3137.7 (feet) VERTCON HW1844 ___________________________________________________________________ HW1844 GEOID HEIGHT- -30.62 (meters) GEOID99 HW1844 HW1844 VERT ORDER - THIRD (See Below) HW1844 HW1844.The horizontal coordinates were scaled from a topographic map and have HW1844.an estimated accuracy of +/- 6 seconds. HW1844 HW1844.The NAVD 88 height was computed by applying the VERTCON shift value to HW1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW1844.The vertical order pertains to the superseded datum. HW1844 HW1844.The geoid height was determined by GEOID99. HW1844 HW1844; North East Units Estimated Accuracy HW1844;SPC VA N - 2,087,520. 3,399,230. MT (+/- 180 meters Scaled) HW1844 HW1844 SUPERSEDED SURVEY CONTROL HW1844 HW1844 NGVD 29 - 956.42 (m) 3137.9 (f) RESET 3 HW1844 HW1844.Superseded values are not recommended for survey control. HW1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1844.See file dsdata.txt to determine how the superseded data were derived. HW1844 HW1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC174565(NAD 83) HW1844_MARKER: DB = BENCH MARK DISK HW1844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW1844_STAMPING: Y 98 RESET 1938 HW1844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW1844+STABILITY: SURFACE MOTION HW1844 HW1844 HISTORY - Date Condition Report By HW1844 HISTORY - 1938 MONUMENTED VADH HW1844 HISTORY - 1957 GOOD NGS HW1844 HW1844 STATION DESCRIPTION HW1844 HW1844'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1938 HW1844'3.7 MI NW FROM HIGHTOWN. HW1844'Y 98 RESET.-- 23.90 FEET NORTH, AND 63 DEG 25 MIN WEST FROM HW1844'THE ORIGINAL LOCATION OF BENCH MARK Y 98, DESCRIBED AS HW1844'FOLLOWS-- 3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 250 FROM THE HW1844'HEVENER STORE AND POST OFFICE AT HIGHTOWN, HIGHLAND COUNTY, HW1844'OPPOSITE A SHARP CURVE, 75 FEET SOUTHWEST OF THE CENTER OF THE HW1844'JUNCTION OF COUNTY ROAD 600, AND 30 FEET SOUTHWEST OF THE HW1844'CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED Y 98 RESET HW1844'1938 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THIS BENCH HW1844'MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS HW1844'OF THE STATE DEPARTMENT OF HIGHWAYS IN THE FALL OF 1938. HW1844 HW1844 STATION RECOVERY (1957) HW1844 HW1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957 HW1844'RECOVERED IN GOOD CONDITION.