1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF5395 *********************************************************************** DF5395 DESIGNATION - C 117 RESET DF5395 PID - DF5395 DF5395 STATE/COUNTY- VA/FAUQUIER DF5395 USGS QUAD - MIDLAND (1983) DF5395 DF5395 *CURRENT SURVEY CONTROL DF5395 ___________________________________________________________________ DF5395* NAD 83(1986)- 38 33 38. (N) 077 44 27. (W) SCALED DF5395* NAVD 88 - 92.25 (meters) 302.7 (feet) RESET DF5395 ___________________________________________________________________ DF5395 GEOID HEIGHT- -32.04 (meters) GEOID99 DF5395 DF5395 VERT ORDER - THIRD DF5395 DF5395.The horizontal coordinates were scaled from a topographic map and have DF5395.an estimated accuracy of +/- 6 seconds. DF5395 DF5395.The orthometric height was computed from unverified reset data. DF5395.No vertical observational check was made to the station. DF5395 DF5395.The geoid height was determined by GEOID99. DF5395 DF5395; North East Units Estimated Accuracy DF5395;SPC VA N - 2,099,490. 3,566,170. MT (+/- 180 meters Scaled) DF5395 DF5395 SUPERSEDED SURVEY CONTROL DF5395 DF5395.No superseded survey control is available for this station. DF5395 DF5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH611715(NAD 83) DF5395_MARKER: DB = BENCH MARK DISK DF5395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF5395_STAMPING: C 117 RESET 1952 DF5395_MARK LOGO: CGS DF5395_MAGNETIC: N = NO MAGNETIC MATERIAL DF5395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF5395+STABILITY: SURFACE MOTION DF5395 DF5395 HISTORY - Date Condition Report By DF5395 HISTORY - 1952 MONUMENTED CGS DF5395 DF5395 STATION DESCRIPTION DF5395 DF5395'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (WWH) DF5395'1.5 MILES SOUTHEAST ALONG ST HIGHWAY 17 FROM THE SOUTHERN RAILWAY DF5395'OVERPASS IN BEALETON, ABOUT 200 YARDS WEST OF A TWO STORY HOUSE, ABOUT DF5395'130 FT (39.6 M) SE OF THE CORNER OF A FENCE LEADING EAST, 108 FEET DF5395'(32.9 M) NORTH OF A TELEPHONE POLE, 51 FT (15.5 M) NORTHEAST OF THE DF5395'CENTER LINE OF THE HWY 29.7 FT (9.1 M) SOUTHWEST OF AND IN FRONT OF A DF5395'ONE STORY CINDER BLOCK STORE OF WALTER HODGSON, SET IN THE TOP OF THE DF5395'SE END OF THE CITIES SERVICE CONCRETE BASE OF THE GASOLINE FUEL PUMPS. DF5395'6 IN ABOUT THE LEVEL OF THE DRIVEWAY A DISK DRILLED IN TOP OF CONCRETE DF5395'BASE OF FUEL PUMPS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3940 *********************************************************************** HV3940 DESIGNATION - D 117 RESET 1961 HV3940 PID - HV3940 HV3940 STATE/COUNTY- VA/FAUQUIER HV3940 USGS QUAD - MIDLAND (1983) HV3940 HV3940 *CURRENT SURVEY CONTROL HV3940 ___________________________________________________________________ HV3940* NAD 83(1986)- 38 32 36. (N) 077 43 51. (W) SCALED HV3940* NAVD 88 - 82.83 (meters) 271.8 (feet) RESET HV3940 ___________________________________________________________________ HV3940 GEOID HEIGHT- -32.04 (meters) GEOID99 HV3940 HV3940 VERT ORDER - THIRD HV3940 HV3940.The horizontal coordinates were scaled from a topographic map and have HV3940.an estimated accuracy of +/- 6 seconds. HV3940 HV3940.The orthometric height was computed from unverified reset data. HV3940.No vertical observational check was made to the station. HV3940 HV3940.The geoid height was determined by GEOID99. HV3940 HV3940; North East Units Estimated Accuracy HV3940;SPC VA N - 2,097,590. 3,567,050. MT (+/- 180 meters Scaled) HV3940 HV3940 SUPERSEDED SURVEY CONTROL HV3940 HV3940 NGVD 29 (??/??/??) 83.07 (m) 272.5 (f) RESET 3 HV3940 HV3940.Superseded values are not recommended for survey control. HV3940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3940.See file dsdata.txt to determine how the superseded data were derived. HV3940 HV3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH620696(NAD 83) HV3940_MARKER: DB = BENCH MARK DISK HV3940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3940_STAMPING: D 117 RESET 1961 HV3940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3940+STABILITY: SURFACE MOTION HV3940 HV3940 HISTORY - Date Condition Report By HV3940 HISTORY - 1961 MONUMENTED CGS HV3940 HV3940 STATION DESCRIPTION HV3940 HV3940'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 HV3940'2.9 MI SE FROM BEALETON. HV3940'THIS MARK IS LOCATED ABOUT 2.9 MILES SOUTHEAST ALONG STATE HV3940'HIGHWAY 17 FROM BEALETON, AND 0.15 MILE NORTH OF THE HV3940'JUNCTION OF STATE HIGHWAY 17 AND SECONDARY STATE HIGHWAY 644, ABOUT HV3940'450 FEET NORTH OF THE CENTER OF THE PROPOSED (NEW) BRIDE OVER HV3940'MARSH RUN, 46 FEET WEST OF THE CENTERLINE OF HIGHWAY 17, 1.5 HV3940'FEET SOUTH OF A C AND GS WITNESS SIGN AND SET IN THE TOP OF A HV3940'CONCRETE POST PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3731 *********************************************************************** HV3731 DESIGNATION - D 257 RESET 1959 HV3731 PID - HV3731 HV3731 STATE/COUNTY- VA/FAUQUIER HV3731 USGS QUAD - RECTORTOWN (1981) HV3731 HV3731 *CURRENT SURVEY CONTROL HV3731 ___________________________________________________________________ HV3731* NAD 83(1986)- 38 58 10. (N) 077 46 27. (W) SCALED HV3731* NAVD 88 - 138.23 (meters) 453.5 (feet) RESET HV3731 ___________________________________________________________________ HV3731 GEOID HEIGHT- -32.62 (meters) GEOID99 HV3731 HV3731 VERT ORDER - THIRD HV3731 HV3731.The horizontal coordinates were scaled from a topographic map and have HV3731.an estimated accuracy of +/- 6 seconds. HV3731 HV3731.The orthometric height was computed from unverified reset data. HV3731.No vertical observational check was made to the station. HV3731 HV3731.The geoid height was determined by GEOID99. HV3731 HV3731; North East Units Estimated Accuracy HV3731;SPC VA N - 2,144,860. 3,562,900. MT (+/- 180 meters Scaled) HV3731 HV3731 SUPERSEDED SURVEY CONTROL HV3731 HV3731 NGVD 29 (??/??/??) 138.43 (m) 454.2 (f) RESET 3 HV3731 HV3731.Superseded values are not recommended for survey control. HV3731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3731.See file dsdata.txt to determine how the superseded data were derived. HV3731 HV3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ596170(NAD 83) HV3731_MARKER: DB = BENCH MARK DISK HV3731_SETTING: 30 = CULVERT HV3731_STAMPING: D 257 RESET 1959 HV3731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HV3731 HV3731 HISTORY - Date Condition Report By HV3731 HISTORY - 1959 MONUMENTED VADH HV3731 HV3731 STATION DESCRIPTION HV3731 HV3731'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1959 HV3731'2.1 MI W FROM MIDDLEBURG. HV3731'IN FAUQUIER COUNTY, 2.1 MILES WEST ALONG U.S. HIGHWAY 50 FROM HV3731'THE NATIONAL BANK AT MIDDLEBURG, HV3731'LOUDOUN COUNTY, 0.2 MILES WEST OF THE INTERSECTION OF ROUTE 754, HV3731'ON TOP OF EAST WING WALL OF DOUBLE 7 X 6 BOX CULVERT, 90 FEET HV3731'LEFT OF STA. 100+ 00 (SURVEY AND WEST BOUND LANE CENTERLINE). 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV8818 *********************************************************************** HV8818 DESIGNATION - E 143 RESET HV8818 PID - HV8818 HV8818 STATE/COUNTY- VA/FAUQUIER HV8818 USGS QUAD - WARRENTON (1978) HV8818 HV8818 *CURRENT SURVEY CONTROL HV8818 ___________________________________________________________________ HV8818* NAD 83(1986)- 38 44 23. (N) 077 48 27. (W) SCALED HV8818* NAVD 88 - 150.48 (meters) 493.7 (feet) RESET HV8818 ___________________________________________________________________ HV8818 GEOID HEIGHT- -32.19 (meters) GEOID99 HV8818 HV8818 VERT ORDER - THIRD HV8818 HV8818.The horizontal coordinates were scaled from a topographic map and have HV8818.an estimated accuracy of +/- 6 seconds. HV8818 HV8818.The orthometric height was computed from unverified reset data. HV8818.No vertical observational check was made to the station. HV8818 HV8818.The geoid height was determined by GEOID99. HV8818 HV8818; North East Units Estimated Accuracy HV8818;SPC VA N - 2,119,340. 3,560,200. MT (+/- 180 meters Scaled) HV8818 HV8818 SUPERSEDED SURVEY CONTROL HV8818 HV8818 NGVD 29 (10/07/03) 150.71 (m) 494.5 (f) RESET 3 HV8818 HV8818.Superseded values are not recommended for survey control. HV8818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV8818.See file dsdata.txt to determine how the superseded data were derived. HV8818 HV8818_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH559916(NAD 83) HV8818_MARKER: DB = BENCH MARK DISK HV8818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV8818_STAMPING: E 143 RESET 1987 HV8818_MARK LOGO: VADHT HV8818_PROJECTION: FLUSH HV8818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV8818+STABILITY: SURFACE MOTION HV8818 HV8818 HISTORY - Date Condition Report By HV8818 HISTORY - 1987 MONUMENTED VADHT HV8818 HV8818 STATION DESCRIPTION HV8818 HV8818'DESCRIBED BY VA DEPT HWYS-TRANSP 1987 HV8818'3.1 KM (1.90 MI) NORTH FROM WARRENTON. HV8818'1.9 MILES NORTH ALONG US HIGHWAY 17 FROM THE COURTHOUSE IN WARRENTON HV8818'31.35 FEET SOUTHWEST OF THE SURVEY CENTERLINE AT STATION 88+59.67, 3 HV8818'FEET NORTH OF A HWY CONCRETE MARKER, 21.5 FEET SOUTHEAST AND 12 FEET HV8818'NORTHEAST OF A 15 IN WALNUT TREE, 7.5 FEET NORTHEAST OF A BOARD HV8818'FENCE, 2.2 FEET BELOW HWY LEVEL, 1 FOOT NORTHEAST OF A ORANGE POST HV8818'STENCILED NATIONAL GEODETIC SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3729 *********************************************************************** HV3729 DESIGNATION - E 257 RESET 1948 HV3729 PID - HV3729 HV3729 STATE/COUNTY- VA/FAUQUIER HV3729 USGS QUAD - RECTORTOWN (1981) HV3729 HV3729 *CURRENT SURVEY CONTROL HV3729 ___________________________________________________________________ HV3729* NAD 83(1986)- 38 58 20. (N) 077 47 28. (W) SCALED HV3729* NAVD 88 - 110.49 (meters) 362.5 (feet) RESET HV3729 ___________________________________________________________________ HV3729 GEOID HEIGHT- -32.67 (meters) GEOID99 HV3729 HV3729 VERT ORDER - THIRD HV3729 HV3729.The horizontal coordinates were scaled from a topographic map and have HV3729.an estimated accuracy of +/- 6 seconds. HV3729 HV3729.The orthometric height was computed from unverified reset data. HV3729.No vertical observational check was made to the station. HV3729 HV3729.The geoid height was determined by GEOID99. HV3729 HV3729; North East Units Estimated Accuracy HV3729;SPC VA N - 2,145,160. 3,561,430. MT (+/- 180 meters Scaled) HV3729 HV3729 SUPERSEDED SURVEY CONTROL HV3729 HV3729 NGVD 29 (??/??/??) 110.75 (m) 363.4 (f) RESET 3 HV3729 HV3729.Superseded values are not recommended for survey control. HV3729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3729.See file dsdata.txt to determine how the superseded data were derived. HV3729 HV3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ581174(NAD 83) HV3729_MARKER: DB = BENCH MARK DISK HV3729_SETTING: 36 = BRIDGE HV3729_STAMPING: E 257 RESET 1948 HV3729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HV3729 HV3729 HISTORY - Date Condition Report By HV3729 HISTORY - 1948 MONUMENTED VADH HV3729 HV3729 STATION DESCRIPTION HV3729 HV3729'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1948 HV3729'5.2 MI SE FROM UPPERVILLE. HV3729'IN FAUQUIER COUNTY, 5.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 HV3729'FROM THE POST OFFICE AT UPPERVILLE, FAUQUIER COUNTY, 3.1 MILES HV3729'WEST OF THE NATIONAL BAMK AT MIBBLEBURG, LOUDOUN COUNTY, 0.1 HV3729'MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING SOUTH, AT A HV3729'CONCRETE-ARCH BRIDGE OVER CROMWELLS RUN, IN THE TOP OF THE HV3729'SOUTHWEST HEAD WALL, AND 30 FEET SOUTHWEST OF THE CENTER LINE HV3729'OF THE HIGHWAY. A STANDARD DISK, STAMPED E 257 RESET 1948. HV3729'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED HV3729'BY ENGINEERS OF THE STATE HIGHWAY DEPARTMENT IN JUNE 1948. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3942 *********************************************************************** HV3942 DESIGNATION - F 117 RESET 1960 HV3942 PID - HV3942 HV3942 STATE/COUNTY- VA/FAUQUIER HV3942 USGS QUAD - MIDLAND (1983) HV3942 HV3942 *CURRENT SURVEY CONTROL HV3942 ___________________________________________________________________ HV3942* NAD 83(1986)- 38 30 34. (N) 077 42 43. (W) SCALED HV3942* NAVD 88 - 116.07 (meters) 380.8 (feet) RESET HV3942 ___________________________________________________________________ HV3942 GEOID HEIGHT- -32.03 (meters) GEOID99 HV3942 HV3942 VERT ORDER - THIRD HV3942 HV3942.The horizontal coordinates were scaled from a topographic map and have HV3942.an estimated accuracy of +/- 6 seconds. HV3942 HV3942.The orthometric height was computed from unverified reset data. HV3942.No vertical observational check was made to the station. HV3942 HV3942.The geoid height was determined by GEOID99. HV3942 HV3942; North East Units Estimated Accuracy HV3942;SPC VA N - 2,093,840. 3,568,730. MT (+/- 180 meters Scaled) HV3942 HV3942 SUPERSEDED SURVEY CONTROL HV3942 HV3942 NGVD 29 (??/??/??) 116.31 (m) 381.6 (f) RESET 3 HV3942 HV3942.Superseded values are not recommended for survey control. HV3942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3942.See file dsdata.txt to determine how the superseded data were derived. HV3942 HV3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH635658(NAD 83) HV3942_MARKER: DB = BENCH MARK DISK HV3942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3942_STAMPING: F 117 RESET 1960 HV3942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3942+STABILITY: SURFACE MOTION HV3942 HV3942 HISTORY - Date Condition Report By HV3942 HISTORY - 1960 MONUMENTED CGS HV3942 HV3942 STATION DESCRIPTION HV3942 HV3942'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 HV3942'1.3 MI NW FROM MORRISVILLE. HV3942'ABOUT 1.3 MILES NORTHWEST OF MORRISVILLE ALONG STATE HIGHWAY 17, HV3942'0.3 MILE NORTHWEST OF A MOTEL, AND AT THE SOUTHWEST CORNER OF HV3942'A WOODED AREA, 48 FEET NORTHEAST OF THE CENTERLINE OF NEW STATE HV3942'HIGHWAY 17 AND ON THE NORTHEAST RIGHT-OF-WAY LINE, 19.5 FEET HV3942'SOUTHEAST OF AN 8-INCH PINE TREE WITH TRIANGLE BLAZE STANDING HV3942'ON THE SOUTHEAST EDGE OF CULTIVATED FIELD, 15 FEET SOUTH OF THE HV3942'NORTHWEST EDGE OF WOODS, 1.5 FEET SOUTHEAST OF A USC AND GS HV3942'WITNESS SIGN AND SET IN THE TOP OF A CONCRETE POST PROJECTING HV3942'4 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3664 *********************************************************************** HV3664 DESIGNATION - F 143 RESET 1968 HV3664 PID - HV3664 HV3664 STATE/COUNTY- VA/FAUQUIER HV3664 USGS QUAD - MARSHALL (1983) HV3664 HV3664 *CURRENT SURVEY CONTROL HV3664 ___________________________________________________________________ HV3664* NAD 83(1986)- 38 45 11. (N) 077 48 55. (W) SCALED HV3664* NAVD 88 - 179.71 (meters) 589.6 (feet) RESET HV3664 ___________________________________________________________________ HV3664 GEOID HEIGHT- -32.22 (meters) GEOID99 HV3664 HV3664 VERT ORDER - THIRD HV3664 HV3664.The horizontal coordinates were scaled from a topographic map and have HV3664.an estimated accuracy of +/- 6 seconds. HV3664 HV3664.The orthometric height was computed from unverified reset data. HV3664.No vertical observational check was made to the station. HV3664 HV3664.The geoid height was determined by GEOID99. HV3664 HV3664; North East Units Estimated Accuracy HV3664;SPC VA N - 2,120,810. 3,559,520. MT (+/- 180 meters Scaled) HV3664 HV3664 SUPERSEDED SURVEY CONTROL HV3664 HV3664 NGVD 29 (??/??/??) 179.93 (m) 590.3 (f) RESET 3 HV3664 HV3664.Superseded values are not recommended for survey control. HV3664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3664.See file dsdata.txt to determine how the superseded data were derived. HV3664 HV3664_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH553931(NAD 83) HV3664_MARKER: DB = BENCH MARK DISK HV3664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3664_STAMPING: F 143 RESET 1968 HV3664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3664+STABILITY: SURFACE MOTION HV3664 HV3664 HISTORY - Date Condition Report By HV3664 HISTORY - 1968 MONUMENTED VADH HV3664 HV3664 STATION DESCRIPTION HV3664 HV3664'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1968 HV3664'2.9 MI N FROM WARRENTON. HV3664'2.9 MILES NORTH ALONG U.S. HIGHWAY 15 FROM THE COUNTY COURTHOUSE HV3664'AT WARRENTON, IN THE NORTHWEST ANGLE OF THE JUNCTION OF U.S. HV3664'HIGHWAY 15 AND STATE ROAD 628, 47.03 FEET NORTHEAST AND ACROSS HV3664'A PAVED DRIVEWAY FROM POWER LINE POLE 145+2381, 16 FEET HV3664'NORTH-NORTHWEST OF A 24 INCH WALNUT TREE, SET IN THE TOP OF A HV3664'CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3944 *********************************************************************** HV3944 DESIGNATION - G 117 RESET 1960 HV3944 PID - HV3944 HV3944 STATE/COUNTY- VA/FAUQUIER HV3944 USGS QUAD - MIDLAND (1983) HV3944 HV3944 *CURRENT SURVEY CONTROL HV3944 ___________________________________________________________________ HV3944* NAD 83(1986)- 38 30 01. (N) 077 41 32. (W) SCALED HV3944* NAVD 88 - 125.89 (meters) 413.0 (feet) RESET HV3944 ___________________________________________________________________ HV3944 GEOID HEIGHT- -32.03 (meters) GEOID99 HV3944 HV3944 VERT ORDER - THIRD HV3944 HV3944.The horizontal coordinates were scaled from a topographic map and have HV3944.an estimated accuracy of +/- 6 seconds. HV3944 HV3944.The orthometric height was computed from unverified reset data. HV3944.No vertical observational check was made to the station. HV3944 HV3944.The geoid height was determined by GEOID99. HV3944 HV3944; North East Units Estimated Accuracy HV3944;SPC VA N - 2,092,840. 3,570,460. MT (+/- 180 meters Scaled) HV3944 HV3944 SUPERSEDED SURVEY CONTROL HV3944 HV3944 NGVD 29 (??/??/??) 126.13 (m) 413.8 (f) RESET 3 HV3944 HV3944.Superseded values are not recommended for survey control. HV3944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3944.See file dsdata.txt to determine how the superseded data were derived. HV3944 HV3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH652647(NAD 83) HV3944_MARKER: DB = BENCH MARK DISK HV3944_SETTING: 36 = FOUNDATION WALL HV3944_STAMPING: G 117 RESET 1960 HV3944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HV3944 HV3944 HISTORY - Date Condition Report By HV3944 HISTORY - 1960 MONUMENTED CGS HV3944 HV3944 STATION DESCRIPTION HV3944 HV3944'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 HV3944'AT MORRISVILLE. HV3944'AT MORRISVILLE, IN THE NORTHEAST ANGLE OF THE INTERSECTION OF HV3944'STATE HIGHWAY 17 AND COUNTY ROAD 806, IN THE FOUNDATION WALL HV3944'OF THE STORE OWNED BY THE THOMPSON ESTATE, WEST OF THE STEPS HV3944'LEADING INTO THE STORE, ONE FOOT EAST OF THE SOUTHWEST CORNER OF HV3944'THE STORE, 2 FEET ABOVE THE CONCRETE PORCH AND SET IN A DRILL HV3944'HOLE FLUSH WITH THE TOP OF THE WALL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3723 *********************************************************************** HV3723 DESIGNATION - G 253 RESET 1957 HV3723 PID - HV3723 HV3723 STATE/COUNTY- VA/FAUQUIER HV3723 USGS QUAD - RECTORTOWN (1981) HV3723 HV3723 *CURRENT SURVEY CONTROL HV3723 ___________________________________________________________________ HV3723* NAD 83(1986)- 38 59 23. (N) 077 52 00. (W) SCALED HV3723* NAVD 88 - 149.54 (meters) 490.6 (feet) RESET HV3723 ___________________________________________________________________ HV3723 GEOID HEIGHT- -32.89 (meters) GEOID99 HV3723 HV3723 VERT ORDER - THIRD HV3723 HV3723.The horizontal coordinates were scaled from a topographic map and have HV3723.an estimated accuracy of +/- 6 seconds. HV3723 HV3723.The orthometric height was computed from unverified reset data. HV3723.No vertical observational check was made to the station. HV3723 HV3723.The geoid height was determined by GEOID99. HV3723 HV3723; North East Units Estimated Accuracy HV3723;SPC VA N - 2,147,050. 3,554,870. MT (+/- 180 meters Scaled) HV3723 HV3723 SUPERSEDED SURVEY CONTROL HV3723 HV3723 NGVD 29 (??/??/??) 149.74 (m) 491.3 (f) RESET 3 HV3723 HV3723.Superseded values are not recommended for survey control. HV3723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3723.See file dsdata.txt to determine how the superseded data were derived. HV3723 HV3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ517195(NAD 83) HV3723_MARKER: DB = BENCH MARK DISK HV3723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3723_STAMPING: G 253 RESET 1957 HV3723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3723+STABILITY: SURFACE MOTION HV3723 HV3723 HISTORY - Date Condition Report By HV3723 HISTORY - 1957 MONUMENTED VADH HV3723 HV3723 STATION DESCRIPTION HV3723 HV3723'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1957 HV3723'0.8 MI SE FROM UPPERVILLE. HV3723'0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE HV3723'AT UPPERVILLE, 0.1 MILE NORTHWEST OF THE JUNCTION OF A DIRT ROAD HV3723'LEADING SOUTHWEST, AT THE JUNCTION OF STATE HIGHWAY 622 LEADING HV3723'NORTH, 93 FEET EAST OF THE CENTER OF THE JUNCTION, 30 FEET NORTH HV3723'OF THE CENTERLINE OF U.S. HIGHWAY 50, NEAR A BOARD FENCE AND HV3723'SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3277 *********************************************************************** HV3277 DESIGNATION - H 117 RESET 1951 HV3277 PID - HV3277 HV3277 STATE/COUNTY- VA/FAUQUIER HV3277 USGS QUAD - RICHARDSVILLE (1978) HV3277 HV3277 *CURRENT SURVEY CONTROL HV3277 ___________________________________________________________________ HV3277* NAD 83(1986)- 38 29 10. (N) 077 40 56. (W) SCALED HV3277* NAVD 88 - 108.46 (meters) 355.8 (feet) RESET HV3277 ___________________________________________________________________ HV3277 GEOID HEIGHT- -32.05 (meters) GEOID99 HV3277 HV3277 VERT ORDER - THIRD HV3277 HV3277.The horizontal coordinates were scaled from a topographic map and have HV3277.an estimated accuracy of +/- 6 seconds. HV3277 HV3277.The orthometric height was computed from unverified reset data. HV3277.No vertical observational check was made to the station. HV3277 HV3277.The geoid height was determined by GEOID99. HV3277 HV3277; North East Units Estimated Accuracy HV3277;SPC VA N - 2,091,280. 3,571,350. MT (+/- 180 meters Scaled) HV3277 HV3277 SUPERSEDED SURVEY CONTROL HV3277 HV3277 NGVD 29 (??/??/??) 108.70 (m) 356.6 (f) RESET 3 HV3277 HV3277.Superseded values are not recommended for survey control. HV3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3277.See file dsdata.txt to determine how the superseded data were derived. HV3277 HV3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH660631(NAD 83) HV3277_MARKER: DB = BENCH MARK DISK HV3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3277_STAMPING: H 117 RESET 1951 HV3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3277+STABILITY: SURFACE MOTION HV3277 HV3277 HISTORY - Date Condition Report By HV3277 HISTORY - 1951 MONUMENTED VADH HV3277 HISTORY - 1961 MARK NOT FOUND CGS HV3277 HISTORY - 1966 MARK NOT FOUND CGS HV3277 HV3277 STATION DESCRIPTION HV3277 HV3277'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 HV3277'1.2 MI SE FROM MORRISVILLE. HV3277'1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM MORRISVILLE, HV3277'FAUQUIER COUNTY, 250 YARDS SOUTH OF A HOUSE, AT THE SOUTH EDGE HV3277'OF A CLEARED FIELD, 52 FEET WEST OF THE CENTER LINE OF THE HV3277'HIGHWAY, 25 FEET SOUTHWEST OF A FENCE CORNER, AND 19 FEET HV3277'SOUTHEAST OF A 30-INCH OAK TREE. A STANDARD DISK, STAMPED H 117 HV3277'RESET 1951 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- THE HV3277'MARK MAY BE IN PLACE, BUT THE TREE AND WITNESS POINTS WERE HV3277'REMOVED WHEN THE NEW HIGHWAY WAS CONSTRUCTED, MAKES RECOVERY HV3277'VERY DIFFICULT. HV3277 HV3277 STATION RECOVERY (1966) HV3277 HV3277'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 HV3277'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV8817 *********************************************************************** HV8817 DESIGNATION - H 223 RESET HV8817 PID - HV8817 HV8817 STATE/COUNTY- VA/FAUQUIER HV8817 USGS QUAD - WARRENTON (1978) HV8817 HV8817 *CURRENT SURVEY CONTROL HV8817 ___________________________________________________________________ HV8817* NAD 83(1986)- 38 44 06. (N) 077 46 11. (W) SCALED HV8817* NAVD 88 - 133.32 (+/-2cm) 437.4 (feet) VERTCON HV8817 ___________________________________________________________________ HV8817 GEOID HEIGHT- -32.14 (meters) GEOID99 HV8817 HV8817 VERT ORDER - THIRD (See Below) HV8817 HV8817.The horizontal coordinates were scaled from a topographic map and have HV8817.an estimated accuracy of +/- 6 seconds. HV8817 HV8817.The NAVD 88 height was computed by applying the VERTCON shift value to HV8817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HV8817.The vertical order pertains to the superseded datum. HV8817 HV8817.The geoid height was determined by GEOID99. HV8817 HV8817; North East Units Estimated Accuracy HV8817;SPC VA N - 2,118,840. 3,563,490. MT (+/- 180 meters Scaled) HV8817 HV8817 SUPERSEDED SURVEY CONTROL HV8817 HV8817 NGVD 29 (10/07/03) 133.56 (m) 438.2 (f) RESET 3 HV8817 HV8817.Superseded values are not recommended for survey control. HV8817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV8817.See file dsdata.txt to determine how the superseded data were derived. HV8817 HV8817_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH592910(NAD 83) HV8817_MARKER: DB = BENCH MARK DISK HV8817_SETTING: 32 = HEADWALL HV8817_STAMPING: H 223 RESET 1985 HV8817_MARK LOGO: VADHT HV8817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV8817+STABILITY: SURFACE MOTION HV8817 HV8817 HISTORY - Date Condition Report By HV8817 HISTORY - 1985 MONUMENTED VADHT HV8817 HV8817 STATION DESCRIPTION HV8817 HV8817'DESCRIBED BY VA DEPT HWYS-TRANSP 1985 HV8817'4.8 KM (3.00 MI) NE FROM WARRENTON. HV8817'3.0 MILES NORTHEAST ALONG U.S. HIGHWAY 29 AND 211 FROM THE COURTHOUSE HV8817'IN WARRENTON, ABOUT 0.4 MILE SOUTHWEST OF THE JUNCTION OF COUNTY ROAD HV8817'605 LEADING SOUTHEAST TO CATLETT, 33 FEET SOUTHEAST OF THE CENTERLINE HV8817'OF E.B.L. 500 FEET NORTHEAST OF SEVEN ELEVEN STORE, IN TOP OF THE HV8817'SOUTHEAST HEADWALL OF CONCRETE PIPE UNDER E.B.L. OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3279 *********************************************************************** HV3279 DESIGNATION - J 117 RESET 1951 HV3279 PID - HV3279 HV3279 STATE/COUNTY- VA/FAUQUIER HV3279 USGS QUAD - RICHARDSVILLE (1978) HV3279 HV3279 *CURRENT SURVEY CONTROL HV3279 ___________________________________________________________________ HV3279* NAD 83(1986)- 38 28 06. (N) 077 40 43. (W) SCALED HV3279* NAVD 88 - 85.82 (meters) 281.6 (feet) RESET HV3279 ___________________________________________________________________ HV3279 GEOID HEIGHT- -32.07 (meters) GEOID99 HV3279 HV3279 VERT ORDER - THIRD HV3279 HV3279.The horizontal coordinates were scaled from a topographic map and have HV3279.an estimated accuracy of +/- 6 seconds. HV3279 HV3279.The orthometric height was computed from unverified reset data. HV3279.No vertical observational check was made to the station. HV3279 HV3279.The geoid height was determined by GEOID99. HV3279 HV3279; North East Units Estimated Accuracy HV3279;SPC VA N - 2,089,300. 3,571,680. MT (+/- 180 meters Scaled) HV3279 HV3279 SUPERSEDED SURVEY CONTROL HV3279 HV3279 NGVD 29 (??/??/??) 86.06 (m) 282.3 (f) RESET 3 HV3279 HV3279.Superseded values are not recommended for survey control. HV3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3279.See file dsdata.txt to determine how the superseded data were derived. HV3279 HV3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH663611(NAD 83) HV3279_MARKER: DB = BENCH MARK DISK HV3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3279_STAMPING: J 117 RESET 1951 HV3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3279+STABILITY: SURFACE MOTION HV3279 HV3279 HISTORY - Date Condition Report By HV3279 HISTORY - 1951 MONUMENTED CGS HV3279 HISTORY - 1960 GOOD CGS HV3279 HV3279 STATION DESCRIPTION HV3279 HV3279'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 HV3279'2.4 MI SE FROM MORRISVILLE. HV3279'2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 17 FROM MORRISVILLE, HV3279'FAUQUIER COUNTY, NEAR A CONCRETE CULVERT, 69 FEET EAST OF THE HV3279'CENTER LINE OF THE HIGHWAY, 16 FEET SOUTHEAST OF A 30-INCH ELM HV3279'TREE, AND 8 FEET SOUTHWEST OF A FENCE POST. A STANDARD DISK, HV3279'STAMPED J 117 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST. HV3279'NOTE-- A CGS WITNESS SIGN WAS NAILED TO THE 30 INCH ELM TREE HV3279'MENTIONED IN THE DESCRIPTION. THE MARK IS ABOUT 10 FEET LOWER HV3279'THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AH2703 *********************************************************************** AH2703 DESIGNATION - K 384 RESET AH2703 PID - AH2703 AH2703 STATE/COUNTY- VA/FAUQUIER AH2703 USGS QUAD - UPPERVILLE (1983) AH2703 AH2703 *CURRENT SURVEY CONTROL AH2703 ___________________________________________________________________ AH2703* NAD 83(1986)- 38 54 04. (N) 077 55 34. (W) SCALED AH2703* NAVD 88 - 77.44 (meters) 254.1 (feet) RESET AH2703 ___________________________________________________________________ AH2703 GEOID HEIGHT- -32.84 (meters) GEOID99 AH2703 AH2703 VERT ORDER - THIRD AH2703 AH2703.The horizontal coordinates were scaled from a topographic map and have AH2703.an estimated accuracy of +/- 6 seconds. AH2703 AH2703.The orthometric height was computed from unverified reset data. AH2703 AH2703.The geoid height was determined by GEOID99. AH2703 AH2703; North East Units Estimated Accuracy AH2703;SPC VA N - 2,137,180. 3,549,780. MT (+/- 180 meters Scaled) AH2703 AH2703 SUPERSEDED SURVEY CONTROL AH2703 AH2703.No superseded survey control is available for this station. AH2703 AH2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ462098(NAD 83) AH2703_MARKER: DV = VERTICAL CONTROL DISK AH2703_SETTING: 37 = PARAPET WALL AH2703_STAMPING: K 384 RESET 1996 AH2703_MARK LOGO: NGS AH2703_PROJECTION: FLUSH AH2703_MAGNETIC: N = NO MAGNETIC MATERIAL AH2703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AH2703 AH2703 HISTORY - Date Condition Report By AH2703 HISTORY - 1997 MONUMENTED LOCENG AH2703 AH2703 STATION DESCRIPTION AH2703 AH2703'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1997 (LT) AH2703'MARK IS SET IN THE BRIDGE OVER ROUTE 234 AT THE INTERSECTION OF ROUTE AH2703'234, AND INTERSTATE 66, AT MILE MARK 47.5 ON THE WEST BOUND LANE OF AH2703'ROUTE 66 IN MANASSAS. MARK IS A STANDARD DISK SET IN THE TOP OF A AH2703'CONCRETE PARAPET WALL 3 FEET (0.9 M) ABOVE THE PAVEMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3711 *********************************************************************** HV3711 DESIGNATION - L 253 RESET 1970 HV3711 PID - HV3711 HV3711 STATE/COUNTY- VA/FAUQUIER HV3711 USGS QUAD - UPPERVILLE (1983) HV3711 HV3711 *CURRENT SURVEY CONTROL HV3711 ___________________________________________________________________ HV3711* NAD 83(1986)- 38 57 20. (N) 077 54 15. (W) SCALED HV3711* NAVD 88 - 149.55 (meters) 490.6 (feet) RESET HV3711 ___________________________________________________________________ HV3711 GEOID HEIGHT- -32.90 (meters) GEOID99 HV3711 HV3711 VERT ORDER - THIRD HV3711 HV3711.The horizontal coordinates were scaled from a topographic map and have HV3711.an estimated accuracy of +/- 6 seconds. HV3711 HV3711.The orthometric height was computed from unverified reset data. HV3711.No vertical observational check was made to the station. HV3711 HV3711.The geoid height was determined by GEOID99. HV3711 HV3711; North East Units Estimated Accuracy HV3711;SPC VA N - 2,143,240. 3,551,650. MT (+/- 180 meters Scaled) HV3711 HV3711 SUPERSEDED SURVEY CONTROL HV3711 HV3711 NGVD 29 (??/??/??) 149.76 (m) 491.3 (f) RESET 3 HV3711 HV3711.Superseded values are not recommended for survey control. HV3711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3711.See file dsdata.txt to determine how the superseded data were derived. HV3711 HV3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ483158(NAD 83) HV3711_MARKER: DB = BENCH MARK DISK HV3711_SETTING: 30 = HEADWALL HV3711_STAMPING: L 253 RESET 1970 HV3711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HV3711 HV3711 HISTORY - Date Condition Report By HV3711 HISTORY - 1970 MONUMENTED VADH HV3711 HV3711 STATION DESCRIPTION HV3711 HV3711'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1970 HV3711'3.3 MI S FROM UPPERVILLE. HV3711'3.3 MILES SOUTH ALONG STATE HIGHWAY 712 FROM THE POST OFFICE HV3711'AT UPPERVILLE, FAUQUIER COUNTY, 3.3 MILES NORTH OF THE SOUTHERN HV3711'RAILWAY STATION AT DELAPLANE, 130 FEET SOUTH OF A POWER POLE HV3711'VEPCO. M C 72, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE HV3711'HIGHWAY, AND IN THE TOP OF SOUTHEAST HEADWALL. A STANDARD DISK, HV3711'STAMPED L 253 RESET 1970. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3713 *********************************************************************** HV3713 DESIGNATION - M 253 RESET 1970 HV3713 PID - HV3713 HV3713 STATE/COUNTY- VA/FAUQUIER HV3713 USGS QUAD - UPPERVILLE (1983) HV3713 HV3713 *CURRENT SURVEY CONTROL HV3713 ___________________________________________________________________ HV3713* NAD 83(1986)- 38 56 36. (N) 077 54 47. (W) SCALED HV3713* NAVD 88 - 172.40 (meters) 565.6 (feet) RESET HV3713 ___________________________________________________________________ HV3713 GEOID HEIGHT- -32.89 (meters) GEOID99 HV3713 HV3713 VERT ORDER - THIRD HV3713 HV3713.The horizontal coordinates were scaled from a topographic map and have HV3713.an estimated accuracy of +/- 6 seconds. HV3713 HV3713.The orthometric height was computed from unverified reset data. HV3713.No vertical observational check was made to the station. HV3713 HV3713.The geoid height was determined by GEOID99. HV3713 HV3713; North East Units Estimated Accuracy HV3713;SPC VA N - 2,141,870. 3,550,880. MT (+/- 180 meters Scaled) HV3713 HV3713 SUPERSEDED SURVEY CONTROL HV3713 HV3713 NGVD 29 (??/??/??) 172.61 (m) 566.3 (f) RESET 3 HV3713 HV3713.Superseded values are not recommended for survey control. HV3713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3713.See file dsdata.txt to determine how the superseded data were derived. HV3713 HV3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ475145(NAD 83) HV3713_MARKER: DB = BENCH MARK DISK HV3713_SETTING: 30 = HEADWALL HV3713_STAMPING: M 253 RESET 1970 HV3713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HV3713 HV3713 HISTORY - Date Condition Report By HV3713 HISTORY - 1970 MONUMENTED VADH HV3713 HV3713 STATION DESCRIPTION HV3713 HV3713'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1970 HV3713'2.2 MI N FROM DELAPLANE. HV3713'2.2 MILES NORTH ALONG STATE HIGHWAY 712 FROM THE SOUTHERN RAILWAY HV3713'STATION AT DELAPLANE, FAUQUIER COUNTY, AT THE TOP OF A HILL, HV3713'BETWEEN A LARGE TWO-STORY FARMHOUSE AND A LARGE RED BARN ON THE HV3713'SOUTHEAST SIDE OF THE HIGHWAY 16 FEET SOUTHEAST OF THE CENTER HV3713'LINE OF THE HIGHWAY AND IN THE TOP OF SOUTHEAST HEADWALL. A HV3713'STANDARD DISK, STAMPED M 253 RESET 1970. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3924 *********************************************************************** HV3924 DESIGNATION - N 116 RESET 1959 HV3924 PID - HV3924 HV3924 STATE/COUNTY- VA/FAUQUIER HV3924 USGS QUAD - CATLETT (1978) HV3924 HV3924 *CURRENT SURVEY CONTROL HV3924 ___________________________________________________________________ HV3924* NAD 83(1986)- 38 38 15. (N) 077 37 44. (W) SCALED HV3924* NAVD 88 - 66.99 (meters) 219.8 (feet) RESET HV3924 ___________________________________________________________________ HV3924 GEOID HEIGHT- -32.01 (meters) GEOID99 HV3924 HV3924 VERT ORDER - THIRD HV3924 HV3924.The horizontal coordinates were scaled from a topographic map and have HV3924.an estimated accuracy of +/- 6 seconds. HV3924 HV3924.The orthometric height was computed from unverified reset data. HV3924.No vertical observational check was made to the station. HV3924 HV3924.The geoid height was determined by GEOID99. HV3924 HV3924; North East Units Estimated Accuracy HV3924;SPC VA N - 2,108,120. 3,575,840. MT (+/- 180 meters Scaled) HV3924 HV3924 SUPERSEDED SURVEY CONTROL HV3924 HV3924 NGVD 29 (??/??/??) 67.23 (m) 220.6 (f) RESET 3 HV3924 HV3924.Superseded values are not recommended for survey control. HV3924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3924.See file dsdata.txt to determine how the superseded data were derived. HV3924 HV3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH711798(NAD 83) HV3924_MARKER: DB = BENCH MARK DISK HV3924_SETTING: 0 = UNSPECIFIED SETTING HV3924_STAMPING: N 116 RESET 1959 HV3924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HV3924 HV3924 HISTORY - Date Condition Report By HV3924 HISTORY - 1959 MONUMENTED VADH HV3924 HISTORY - 1964 MARK NOT FOUND CGS HV3924 HV3924 STATION DESCRIPTION HV3924 HV3924'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1959 HV3924'1.3 MI SE FROM CATLETT. HV3924'ABOUT 1.3 MILES SOUTHEAST ALONG STATE HIGHWAY ROUTE 806, HV3924'(OLD ROUTE 233) FROM THE SOUTHERN RAILROAD STATION AT CATLETT, HV3924'S 67 W, 169 FEET FROM W. CORNER OF TWO STORY FRAME DWELLING, HV3924'LAST DWELLING LEFT OF HIGHWAY BEFORE CROSSING CEDAR RUN, 2 HV3924'FEET WEST OF FENCE CORNER AND 20 FEET WEST OF CENTERLINE TO AN HV3924'8 FOOT GRAVEL ENTRANCE, AND 19 SOUTH FROM A TELEPHONE POLE HV3924'C AND P VA. 28. THIS RESET BENCH MARK IS S 83 E, 126 FEET HV3924'FROM ITS ORIGINAL LOCATION. HV3924 HV3924 STATION RECOVERY (1964) HV3924 HV3924'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 HV3924'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3715 *********************************************************************** HV3715 DESIGNATION - N 253 RESET 1970 HV3715 PID - HV3715 HV3715 STATE/COUNTY- VA/FAUQUIER HV3715 USGS QUAD - UPPERVILLE (1983) HV3715 HV3715 *CURRENT SURVEY CONTROL HV3715 ___________________________________________________________________ HV3715* NAD 83(1986)- 38 55 46. (N) 077 55 08. (W) SCALED HV3715* NAVD 88 - 176.24 (meters) 578.2 (feet) RESET HV3715 ___________________________________________________________________ HV3715 GEOID HEIGHT- -32.88 (meters) GEOID99 HV3715 HV3715 VERT ORDER - THIRD HV3715 HV3715.The horizontal coordinates were scaled from a topographic map and have HV3715.an estimated accuracy of +/- 6 seconds. HV3715 HV3715.The orthometric height was computed from unverified reset data. HV3715.No vertical observational check was made to the station. HV3715 HV3715.The geoid height was determined by GEOID99. HV3715 HV3715; North East Units Estimated Accuracy HV3715;SPC VA N - 2,140,330. 3,550,390. MT (+/- 180 meters Scaled) HV3715 HV3715 SUPERSEDED SURVEY CONTROL HV3715 HV3715 NGVD 29 (??/??/??) 176.45 (m) 578.9 (f) RESET 3 HV3715 HV3715.Superseded values are not recommended for survey control. HV3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3715.See file dsdata.txt to determine how the superseded data were derived. HV3715 HV3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ469129(NAD 83) HV3715_MARKER: DB = BENCH MARK DISK HV3715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3715_STAMPING: N 253 RESET 1970 HV3715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3715+STABILITY: SURFACE MOTION HV3715 HV3715 HISTORY - Date Condition Report By HV3715 HISTORY - 1970 MONUMENTED VADH HV3715 HV3715 STATION DESCRIPTION HV3715 HV3715'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1970 HV3715'1.1 MI N FROM DELAPLANE. HV3715'1.1 MILES NORTH ALONG STATE HIGHWAY 712 FROM THE SOUTHERN HV3715'RAILWAY STATION AT DELAPLANE, FAUQUIER COUNTY, 45 FEET SOUTH HV3715'OF A FIELD ENTRANCE, 16 FEET EAST OF THE CENTER LINE OF THE HV3715'HIGHWAY, 2 FEET WEST OF POWER POLE VEPCO. BK 35, 1.7 FEET LOWER HV3715'THAN THE HIGHWAY. SET IN A CONCRETE POST, A STANDARD DISK HV3715'STAMPED N 253 RESET 1970. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 JV3159 *********************************************************************** JV3159 DESIGNATION - Q 253 RESET 1957 JV3159 PID - JV3159 JV3159 STATE/COUNTY- VA/FAUQUIER JV3159 USGS QUAD - ASHBY GAP (1981) JV3159 JV3159 *CURRENT SURVEY CONTROL JV3159 ___________________________________________________________________ JV3159* NAD 83(1986)- 39 00 01. (N) 077 54 46. (W) SCALED JV3159* NAVD 88 - 190.20 (meters) 624.0 (feet) RESET JV3159 ___________________________________________________________________ JV3159 GEOID HEIGHT- -33.00 (meters) GEOID99 JV3159 JV3159 VERT ORDER - THIRD JV3159 JV3159.The horizontal coordinates were scaled from a topographic map and have JV3159.an estimated accuracy of +/- 6 seconds. JV3159 JV3159.The orthometric height was computed from unverified reset data. JV3159.No vertical observational check was made to the station. JV3159 JV3159.The geoid height was determined by GEOID99. JV3159 JV3159; North East Units Estimated Accuracy JV3159;SPC VA N - 2,148,200. 3,550,870. MT (+/- 180 meters Scaled) JV3159 JV3159 SUPERSEDED SURVEY CONTROL JV3159 JV3159 NGVD 29 (??/??/??) 190.40 (m) 624.7 (f) RESET 3 JV3159 JV3159.Superseded values are not recommended for survey control. JV3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JV3159.See file dsdata.txt to determine how the superseded data were derived. JV3159 JV3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STJ477208(NAD 83) JV3159_MARKER: DB = BENCH MARK DISK JV3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JV3159_STAMPING: Q 253 RESET 1957 JV3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JV3159+STABILITY: SURFACE MOTION JV3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR JV3159+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003 JV3159 JV3159 HISTORY - Date Condition Report By JV3159 HISTORY - 1957 MONUMENTED VADH JV3159 HISTORY - 20030621 GOOD NGS JV3159 JV3159 STATION DESCRIPTION JV3159 JV3159'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1957 JV3159'2.3 MI SE FROM PARIS. JV3159'2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 50 FROM THE POST OFFICE JV3159'AT PARIS, 1.9 MILES NORTHWEST OF THE POST OFFICE AT UPPERVILLE, JV3159'0.25 MILE SOUTHEAST OF THE INTERSECTION OF A DIRT ROAD, 225 FEET JV3159'NORTHWEST OF A SMALL GREEN FARMHOUSE, NEAR A STONE FENCE ALONG JV3159'NORTH SIDE OF ROUTE 50, 40 FEET NORTHEAST OF THE CENTERLINE OF JV3159'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST. JV3159 JV3159 STATION RECOVERY (2003) JV3159 JV3159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DRD) JV3159'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW0141 *********************************************************************** HW0141 DESIGNATION - T 223 RESET 1954 HW0141 PID - HW0141 HW0141 STATE/COUNTY- VA/FAUQUIER HW0141 USGS QUAD - FLINT HILL (1994) HW0141 HW0141 *CURRENT SURVEY CONTROL HW0141 ___________________________________________________________________ HW0141* NAD 83(1986)- 38 50 05. (N) 078 01 02. (W) SCALED HW0141* NAVD 88 - 193.38 (meters) 634.4 (feet) RESET HW0141 ___________________________________________________________________ HW0141 GEOID HEIGHT- -32.87 (meters) GEOID99 HW0141 HW0141 VERT ORDER - THIRD HW0141 HW0141.The horizontal coordinates were scaled from a topographic map and have HW0141.an estimated accuracy of +/- 6 seconds. HW0141 HW0141.The orthometric height was computed from unverified reset data. HW0141.No vertical observational check was made to the station. HW0141 HW0141.The geoid height was determined by GEOID99. HW0141 HW0141; North East Units Estimated Accuracy HW0141;SPC VA N - 2,129,760. 3,541,920. MT (+/- 180 meters Scaled) HW0141 HW0141 SUPERSEDED SURVEY CONTROL HW0141 HW0141 NGVD 29 (??/??/??) 193.58 (m) 635.1 (f) RESET 3 HW0141 HW0141.Superseded values are not recommended for survey control. HW0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW0141.See file dsdata.txt to determine how the superseded data were derived. HW0141 HW0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQD589026(NAD 83) HW0141_MARKER: DD = SURVEY DISK HW0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW0141_STAMPING: T 223 RESET 1954 HW0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW0141+STABILITY: SURFACE MOTION HW0141 HW0141 HISTORY - Date Condition Report By HW0141 HISTORY - 1954 MONUMENTED VADH HW0141 HISTORY - 1983 MARK NOT FOUND NGS HW0141 HISTORY - 1983 MARK NOT FOUND NGS HW0141 HW0141 STATION DESCRIPTION HW0141 HW0141'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1954 HW0141'1 MI W FROM HUME. HW0141'1.0 MILE WEST ALONG STATE HIGHWAY 635 FROM THE POST OFFICE AT HW0141'HUME, 10 FEET EAST OF A GATE TO A ROAD LEADING NORTH TO A FARM HW0141'HOUSE, NEAR A POWER POLE, AND ABOUT 23 FEET NORTH OF THE HIGHWAY, HW0141'AND SET IN THE TOP OF A CONCRETE POST. HW0141 HW0141 STATION RECOVERY (1983) HW0141 HW0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 HW0141'MARK NOT FOUND. HW0141 HW0141 STATION RECOVERY (1983) HW0141 HW0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 HW0141'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HV3825 *********************************************************************** HV3825 DESIGNATION - X 142 RESET 1954 HV3825 PID - HV3825 HV3825 STATE/COUNTY- VA/FAUQUIER HV3825 USGS QUAD - THOROUGHFARE GAP (1994) HV3825 HV3825 *CURRENT SURVEY CONTROL HV3825 ___________________________________________________________________ HV3825* NAD 83(1986)- 38 46 01. (N) 077 42 51. (W) SCALED HV3825* NAVD 88 - 133.51 (meters) 438.0 (feet) RESET HV3825 ___________________________________________________________________ HV3825 GEOID HEIGHT- -32.10 (meters) GEOID99 HV3825 HV3825 VERT ORDER - THIRD HV3825 HV3825.The horizontal coordinates were scaled from a topographic map and have HV3825.an estimated accuracy of +/- 6 seconds. HV3825 HV3825.The orthometric height was computed from unverified reset data. HV3825.No vertical observational check was made to the station. HV3825 HV3825.The geoid height was determined by GEOID99. HV3825 HV3825; North East Units Estimated Accuracy HV3825;SPC VA N - 2,122,420. 3,568,290. MT (+/- 180 meters Scaled) HV3825 HV3825 SUPERSEDED SURVEY CONTROL HV3825 HV3825 NGVD 29 (??/??/??) 133.75 (m) 438.8 (f) RESET 3 HV3825 HV3825.Superseded values are not recommended for survey control. HV3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HV3825.See file dsdata.txt to determine how the superseded data were derived. HV3825 HV3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STH641944(NAD 83) HV3825_MARKER: DD = SURVEY DISK HV3825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HV3825_STAMPING: X 142 RESET 1954 HV3825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HV3825+STABILITY: SURFACE MOTION HV3825 HV3825 HISTORY - Date Condition Report By HV3825 HISTORY - 1954 MONUMENTED VADH HV3825 HV3825 STATION DESCRIPTION HV3825 HV3825'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1954 HV3825'5.9 MI SW FROM GAINESVILLE. HV3825'IN FAUQUIER COUNTY, 5.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 HV3825'AND 211 FROM THE SOUTHERN RAILWAY STATION AT GAINESVILLE, PRINCE HV3825'WILLIAM COUNTY, WEST OF THE INTERSECTION OF A PRIVATE DRIVE HV3825'LEADING SOUTH, 38 FEET SOUTH OF THE CENTER LINE OF THE HV3825'EAST-BOUND LANE OF THE HIGHWAY, 2 FEET NORTH OF THE RIGHT-OF-WAY HV3825'FENCE, AND 1 FOOT FROM THE RIGHT-OF-WAY FENCE, AND SET IN THE HV3825'TOP OF A CONCRETE POST. NOTE-- THIS BENCH MARK WAS ESTABLISHED HV3825'AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE STATE DEPARTMENT HV3825'OF HIGHWAYS IN MARCH 1954.