1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FZ2217 *********************************************************************** FZ2217 DESIGNATION - C 186 RESET FZ2217 PID - FZ2217 FZ2217 STATE/COUNTY- VA/WASHINGTON FZ2217 USGS QUAD - DAMASCUS (1969) FZ2217 FZ2217 *CURRENT SURVEY CONTROL FZ2217 ___________________________________________________________________ FZ2217* NAD 83(1986)- 36 42 12. (N) 081 47 15. (W) SCALED FZ2217* NAVD 88 - 659.40 (meters) 2163.4 (feet) RESET FZ2217 ___________________________________________________________________ FZ2217 GEOID HEIGHT- -30.96 (meters) GEOID99 FZ2217 FZ2217 VERT ORDER - THIRD FZ2217 FZ2217.The horizontal coordinates were scaled from a topographic map and have FZ2217.an estimated accuracy of +/- 6 seconds. FZ2217 FZ2217.The orthometric height was computed from unverified reset data. FZ2217.No vertical observational check was made to the station. FZ2217 FZ2217.The geoid height was determined by GEOID99. FZ2217 FZ2217; North East Units Estimated Accuracy FZ2217;SPC VA S - 1,046,180. 3,206,300. MT (+/- 180 meters Scaled) FZ2217 FZ2217 SUPERSEDED SURVEY CONTROL FZ2217 FZ2217 NGVD 29 - 659.46 (m) 2163.6 (f) RESET 3 FZ2217 FZ2217.Superseded values are not recommended for survey control. FZ2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2217.See file dsdata.txt to determine how the superseded data were derived. FZ2217 FZ2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA296622(NAD 83) FZ2217_MARKER: DB = BENCH MARK DISK FZ2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ2217_STAMPING: C 186 RESET 1985 FZ2217_MARK LOGO: VADHT FZ2217_PROJECTION: FLUSH FZ2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2217+STABILITY: SURFACE MOTION FZ2217 FZ2217 HISTORY - Date Condition Report By FZ2217 HISTORY - 1985 MONUMENTED VADHT FZ2217 FZ2217 STATION DESCRIPTION FZ2217 FZ2217'DESCRIBED BY VA DEPT HWYS-TRANSP 1985 FZ2217'6.4 KM (3.95 MI) NORTH FROM DAMASCUS. FZ2217'3.95 MI. NORTH ALONG RTE 91 FROM THE NORTH CORPORATE LIMITS OF FZ2217'DAMASCUS. 0.23 MI. NORTHEAST RTE. 724 ON THE SOUTHEAST SIDE OF RTE. FZ2217'91. 2 FT WEST OF WEST GATEPOST. 60 FT SOUTHEAST CENTER LINE RTE. FZ2217'91. 2.5 FT NORTHWEST RIGHT-OF-WAY FENCE LINE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FZ2216 *********************************************************************** FZ2216 DESIGNATION - E 186 RESET FZ2216 PID - FZ2216 FZ2216 STATE/COUNTY- VA/WASHINGTON FZ2216 USGS QUAD - DAMASCUS (1969) FZ2216 FZ2216 *CURRENT SURVEY CONTROL FZ2216 ___________________________________________________________________ FZ2216* NAD 83(1986)- 36 43 13. (N) 081 52 10. (W) SCALED FZ2216* NAVD 88 - 587.16 (meters) 1926.4 (feet) RESET FZ2216 ___________________________________________________________________ FZ2216 GEOID HEIGHT- -30.95 (meters) GEOID99 FZ2216 FZ2216 VERT ORDER - THIRD FZ2216 FZ2216.The horizontal coordinates were scaled from a topographic map and have FZ2216.an estimated accuracy of +/- 6 seconds. FZ2216 FZ2216.The orthometric height was computed from unverified reset data. FZ2216.No vertical observational check was made to the station. FZ2216 FZ2216.The geoid height was determined by GEOID99. FZ2216 FZ2216; North East Units Estimated Accuracy FZ2216;SPC VA S - 1,048,310. 3,199,050. MT (+/- 180 meters Scaled) FZ2216 FZ2216 SUPERSEDED SURVEY CONTROL FZ2216 FZ2216 NGVD 29 - 587.25 (m) 1926.7 (f) RESET 3 FZ2216 FZ2216.Superseded values are not recommended for survey control. FZ2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2216.See file dsdata.txt to determine how the superseded data were derived. FZ2216 FZ2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA223641(NAD 83) FZ2216_MARKER: DB = BENCH MARK DISK FZ2216_SETTING: 32 = WINGWALL FZ2216_STAMPING: E 186 RESET 1983 FZ2216_MARK LOGO: VADHT FZ2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ2216+STABILITY: SURFACE MOTION FZ2216 FZ2216 HISTORY - Date Condition Report By FZ2216 HISTORY - 1983 MONUMENTED VADHT FZ2216 FZ2216 STATION DESCRIPTION FZ2216 FZ2216'DESCRIBED BY VA DEPT HWYS-TRANSP 1983 FZ2216'2.4 KM (1.50 MI) SW FROM MEADOWVIEW. FZ2216'1.5 MILES SOUTHWEST ALONG THE NORFOLK AND SOUTHERN RAILWAY FROM THE FZ2216'STATION IN MEADOWVIEW, 2.6 MILES SOUTH ALONG STATE SECONDARY HIGHWAY FZ2216'694, 1.3 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 11 FZ2216'(LEE HIGHWAY), 50 YARDS NORTHWEST OF DAVE ROBINITTE RESIDENCE, 14 FEET FZ2216'WEST OF CENTERLINE, AND IN NORTHWEST WINGWALL OF BRIDGE OVER GREEN FZ2216'WAY CREEK. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FZ1333 *********************************************************************** FZ1333 DESIGNATION - K 376 RESET 1974 FZ1333 PID - FZ1333 FZ1333 STATE/COUNTY- VA/WASHINGTON FZ1333 USGS QUAD - ABINGDON (1991) FZ1333 FZ1333 *CURRENT SURVEY CONTROL FZ1333 ___________________________________________________________________ FZ1333* NAD 83(1986)- 36 42 22. (N) 081 59 47. (W) SCALED FZ1333* NAVD 88 - 611.476 (meters) 2006.15 (feet) ADJUSTED FZ1333 ___________________________________________________________________ FZ1333 GEOID HEIGHT- -30.95 (meters) GEOID99 FZ1333 DYNAMIC HT - 610.913 (meters) 2004.30 (feet) COMP FZ1333 MODELED GRAV- 979,691.4 (mgal) NAVD 88 FZ1333 FZ1333 VERT ORDER - FIRST CLASS II FZ1333 FZ1333.The horizontal coordinates were scaled from a topographic map and have FZ1333.an estimated accuracy of +/- 6 seconds. FZ1333 FZ1333.The orthometric height was determined by differential leveling FZ1333.and adjusted by the National Geodetic Survey in June 1991. FZ1333 FZ1333.The geoid height was determined by GEOID99. FZ1333 FZ1333.The dynamic height is computed by dividing the NAVD 88 FZ1333.geopotential number by the normal gravity value computed on the FZ1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FZ1333.degrees latitude (g = 980.6199 gals.). FZ1333 FZ1333.The modeled gravity was interpolated from observed gravity values. FZ1333 FZ1333; North East Units Estimated Accuracy FZ1333;SPC VA S - 1,047,150. 3,187,660. MT (+/- 180 meters Scaled) FZ1333 FZ1333 SUPERSEDED SURVEY CONTROL FZ1333 FZ1333 NGVD 29 - 611.59 (m) 2006.5 (f) RESET 3 FZ1333 FZ1333.Superseded values are not recommended for survey control. FZ1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1333.See file dsdata.txt to determine how the superseded data were derived. FZ1333 FZ1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA110627(NAD 83) FZ1333_MARKER: DB = BENCH MARK DISK FZ1333_SETTING: 32 = WINGWALL FZ1333_STAMPING: K 376 RESET 1974 FZ1333_MARK LOGO: CGS FZ1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1333+STABILITY: SURFACE MOTION FZ1333 FZ1333 HISTORY - Date Condition Report By FZ1333 HISTORY - 1974 MONUMENTED VADHT FZ1333 HISTORY - 1984 GOOD NGS FZ1333 FZ1333 STATION DESCRIPTION FZ1333 FZ1333'DESCRIBED BY VA DEPT HWYS-TRANSP 1974 FZ1333'1.55 MI SW FROM ABINGDON. FZ1333'1.55 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE COURTHOUSE FZ1333'IN ABINGDON NEAR INTERSECTION OF ROUTE 19 AND ROUTE 11, 95 FEET FZ1333'WEST OF CENTERLINE OF SOUTHBOUND LANE ROUTE 19, 52 FEET NORTH FZ1333'OF CENTERLINE OF ROUTE 11, IN TOP OF END WALL OF QUAD BOX CULVERT FZ1333'OVER WOLF CREEK IN NORTHWEST CORNER. FZ1333 FZ1333 STATION RECOVERY (1984) FZ1333 FZ1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 FZ1333'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 GA0149 *********************************************************************** GA0149 DESIGNATION - P 39 RESET 1941 GA0149 PID - GA0149 GA0149 STATE/COUNTY- VA/WASHINGTON GA0149 USGS QUAD - BRUMLEY (1988) GA0149 GA0149 *CURRENT SURVEY CONTROL GA0149 ___________________________________________________________________ GA0149* NAD 83(1986)- 36 48 47. (N) 082 06 28. (W) SCALED GA0149* NAVD 88 - 691.74 (+/-2cm) 2269.5 (feet) VERTCON GA0149 ___________________________________________________________________ GA0149 GEOID HEIGHT- -30.79 (meters) GEOID99 GA0149 GA0149 VERT ORDER - THIRD (See Below) GA0149 GA0149.The horizontal coordinates were scaled from a topographic map and have GA0149.an estimated accuracy of +/- 6 seconds. GA0149 GA0149.The NAVD 88 height was computed by applying the VERTCON shift value to GA0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0149.The vertical order pertains to the superseded datum. GA0149 GA0149.The geoid height was determined by GEOID99. GA0149 GA0149; North East Units Estimated Accuracy GA0149;SPC VA S - 1,059,390. 3,178,160. MT (+/- 180 meters Scaled) GA0149 GA0149 SUPERSEDED SURVEY CONTROL GA0149 GA0149 NGVD 29 - 691.84 (m) 2269.8 (f) RESET 3 GA0149 GA0149.Superseded values are not recommended for survey control. GA0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0149.See file dsdata.txt to determine how the superseded data were derived. GA0149 GA0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA011747(NAD 83) GA0149_MARKER: DD = SURVEY DISK GA0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GA0149_STAMPING: P 39 RESET 1941 GA0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GA0149+STABILITY: SURFACE MOTION GA0149 GA0149 HISTORY - Date Condition Report By GA0149 HISTORY - 1941 MONUMENTED VADH GA0149 GA0149 STATION DESCRIPTION GA0149 GA0149'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1941 GA0149'11.3 MI N FROM ABINGDON. GA0149'11.3 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE AT GA0149'ABINGDON, WASHINGTON COUNTY, 3 MILES NORTH OF HOLSTON, 55 FEET GA0149'NORTHWEST OF THE LITTLE MOCCASIN CREEK CULVERT, NEAR THE D.G. GA0149'LILLY RESIDENCE, AND 37 FEET SOUTHWEST OF THE CENTERLINE OF THE GA0149'HIGHWAY. A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FZ1115 *********************************************************************** FZ1115 DESIGNATION - S 23 RESET 1953 FZ1115 PID - FZ1115 FZ1115 STATE/COUNTY- VA/WASHINGTON FZ1115 USGS QUAD - GLADE SPRING (1976) FZ1115 FZ1115 *CURRENT SURVEY CONTROL FZ1115 ___________________________________________________________________ FZ1115* NAD 83(1986)- 36 46 21. (N) 081 50 10. (W) SCALED FZ1115* NAVD 88 - 651.62 (+/-2cm) 2137.9 (feet) VERTCON FZ1115 ___________________________________________________________________ FZ1115 GEOID HEIGHT- -30.89 (meters) GEOID99 FZ1115 FZ1115 VERT ORDER - THIRD (See Below) FZ1115 FZ1115.The horizontal coordinates were scaled from a topographic map and have FZ1115.an estimated accuracy of +/- 6 seconds. FZ1115 FZ1115.The NAVD 88 height was computed by applying the VERTCON shift value to FZ1115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ1115.The vertical order pertains to the superseded datum. FZ1115 FZ1115.The geoid height was determined by GEOID99. FZ1115 FZ1115; North East Units Estimated Accuracy FZ1115;SPC VA S - 1,054,000. 3,202,230. MT (+/- 180 meters Scaled) FZ1115 FZ1115 SUPERSEDED SURVEY CONTROL FZ1115 FZ1115 NGVD 29 - 651.71 (m) 2138.2 (f) RESET 3 FZ1115 FZ1115.Superseded values are not recommended for survey control. FZ1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1115.See file dsdata.txt to determine how the superseded data were derived. FZ1115 FZ1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA253699(NAD 83) FZ1115_MARKER: DB = BENCH MARK DISK FZ1115_SETTING: 36 = ABUTMENT FZ1115_STAMPING: 2138.15 S 23 RESET 1953 FZ1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FZ1115 FZ1115 HISTORY - Date Condition Report By FZ1115 HISTORY - 1953 MONUMENTED NWRR FZ1115 FZ1115 STATION DESCRIPTION FZ1115 FZ1115'DESCRIBED BY NORFOLK AND WESTERN RR 1953 FZ1115'AT EMORY. FZ1115'AT EMORY, WASHINGTON COUNTY, ON THE NORFOLK AND WESTERN RAILWAY, FZ1115'525 FEET WEST OF THE EXTREME BUILDING OF EMORY AND HENRY COLLEGE, FZ1115'AT AN UNDERGRADE HIGHWAY CROSSING, IN THE BACKWALL OF THE FZ1115'SOUTHWEST ABUTMENT, AND 7.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL. FZ1115'A STANDARD DISK, STAMPED 2138.15 S 23 RESET 1953. NOTE-- THIS FZ1115'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY FZ1115'ENGINEERS OF THE NORFOLK AND WESTERN RAILWAY IN MAY 1953. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 GA0152 *********************************************************************** GA0152 DESIGNATION - S 39 1934 RESET 1963 GA0152 PID - GA0152 GA0152 STATE/COUNTY- VA/WASHINGTON GA0152 USGS QUAD - BRUMLEY (1988) GA0152 GA0152 *CURRENT SURVEY CONTROL GA0152 ___________________________________________________________________ GA0152* NAD 83(1986)- 36 46 29. (N) 082 04 20. (W) SCALED GA0152* NAVD 88 - 451.34 (+/-2cm) 1480.8 (feet) VERTCON GA0152 ___________________________________________________________________ GA0152 GEOID HEIGHT- -30.89 (meters) GEOID99 GA0152 GA0152 VERT ORDER - THIRD (See Below) GA0152 GA0152.The horizontal coordinates were scaled from a topographic map and have GA0152.an estimated accuracy of +/- 6 seconds. GA0152 GA0152.The NAVD 88 height was computed by applying the VERTCON shift value to GA0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0152.The vertical order pertains to the superseded datum. GA0152 GA0152.The geoid height was determined by GEOID99. GA0152 GA0152; North East Units Estimated Accuracy GA0152;SPC VA S - 1,055,020. 3,181,170. MT (+/- 180 meters Scaled) GA0152 GA0152 SUPERSEDED SURVEY CONTROL GA0152 GA0152 NGVD 29 - 451.45 (m) 1481.1 (f) RESET 3 GA0152 GA0152.Superseded values are not recommended for survey control. GA0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0152.See file dsdata.txt to determine how the superseded data were derived. GA0152 GA0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA043704(NAD 83) GA0152_MARKER: DB = BENCH MARK DISK GA0152_SETTING: 36 = BRIDGE GA0152_STAMPING: S 39 1934 RESET 1963 GA0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GA0152 GA0152 HISTORY - Date Condition Report By GA0152 HISTORY - 1963 MONUMENTED CGS GA0152 GA0152 STATION DESCRIPTION GA0152 GA0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 GA0152'7.7 MI N FROM ABINGDON. GA0152'7.7 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE AT GA0152'ABINGDON TO THE MARK SET IN THE TOP OF THE SOUTHEAST CORNER OF GA0152'HEADWALL OF NEW BRIDGE OVER THE NORTH FORK HOLSTON RIVER, 17.2 GA0152'FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE, 2 INCHES GA0152'WEST OF THE EAST EDGE OF HEADWALL, AND ABOUT ONE FOOT BELOW THE GA0152'LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 GA0155 *********************************************************************** GA0155 DESIGNATION - U 39 RESET 1945 GA0155 PID - GA0155 GA0155 STATE/COUNTY- VA/WASHINGTON GA0155 USGS QUAD - WYNDALE (1991) GA0155 GA0155 *CURRENT SURVEY CONTROL GA0155 ___________________________________________________________________ GA0155* NAD 83(1986)- 36 44 39. (N) 082 02 58. (W) SCALED GA0155* NAVD 88 - 588.24 (+/-2cm) 1929.9 (feet) VERTCON GA0155 ___________________________________________________________________ GA0155 GEOID HEIGHT- -30.92 (meters) GEOID99 GA0155 GA0155 VERT ORDER - THIRD (See Below) GA0155 GA0155.The horizontal coordinates were scaled from a topographic map and have GA0155.an estimated accuracy of +/- 6 seconds. GA0155 GA0155.The NAVD 88 height was computed by applying the VERTCON shift value to GA0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0155.The vertical order pertains to the superseded datum. GA0155 GA0155.The geoid height was determined by GEOID99. GA0155 GA0155; North East Units Estimated Accuracy GA0155;SPC VA S - 1,051,550. 3,183,080. MT (+/- 180 meters Scaled) GA0155 GA0155 SUPERSEDED SURVEY CONTROL GA0155 GA0155 NGVD 29 - 588.35 (m) 1930.3 (f) RESET 3 GA0155 GA0155.Superseded values are not recommended for survey control. GA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0155.See file dsdata.txt to determine how the superseded data were derived. GA0155 GA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA063670(NAD 83) GA0155_MARKER: DD = SURVEY DISK GA0155_SETTING: 36 = BRIDGE GA0155_STAMPING: U 39 RESET 1945 GA0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GA0155 GA0155 HISTORY - Date Condition Report By GA0155 HISTORY - 1945 MONUMENTED VADH GA0155 GA0155 STATION DESCRIPTION GA0155 GA0155'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1945 GA0155'5 MI NW FROM ABINGDON. GA0155'5.0 MILES NORTHWEST ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE GA0155'AT ABINGDON, WASHINGTON COUNTY, NEAR THE INTERSECTION OF SECONDARY GA0155'HIGHWAY 775, AT A CONCRETE BRIDGE, AND IN THE NORTHEAST WHEEL GA0155'GUARD AT THE NORTHWEST END OF THE BRIDGE. A STANDARD DISK. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 GV5903 *********************************************************************** GV5903 DESIGNATION - Y 380 RESET GV5903 PID - GV5903 GV5903 STATE/COUNTY- VA/WASHINGTON GV5903 USGS QUAD - PETERSBURG (1994) GV5903 GV5903 *CURRENT SURVEY CONTROL GV5903 ___________________________________________________________________ GV5903* NAD 83(1986)- 37 11 59. (N) 077 22 40. (W) SCALED GV5903* NAVD 88 - 47.23 (meters) 155.0 (feet) RESET GV5903 ___________________________________________________________________ GV5903 GEOID HEIGHT- -33.71 (meters) GEOID99 GV5903 GV5903 VERT ORDER - THIRD GV5903 GV5903.The horizontal coordinates were scaled from a topographic map and have GV5903.an estimated accuracy of +/- 6 seconds. GV5903 GV5903.The orthometric height was computed from unverified reset data. GV5903.No vertical observational check was made to the station. GV5903 GV5903.The geoid height was determined by GEOID99. GV5903 GV5903; North East Units Estimated Accuracy GV5903;SPC VA S - 1,096,740. 3,599,620. MT (+/- 180 meters Scaled) GV5903 GV5903 SUPERSEDED SURVEY CONTROL GV5903 GV5903 NGVD 29 - 47.58 (m) 156.1 (f) RESET 3 GV5903 GV5903.Superseded values are not recommended for survey control. GV5903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV5903.See file dsdata.txt to determine how the superseded data were derived. GV5903 GV5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STG889196(NAD 83) GV5903_MARKER: DB = BENCH MARK DISK GV5903_SETTING: 38 = ABUTMENT GV5903_STAMPING: Y 380 RESET 1982 GV5903_MARK LOGO: VADHT GV5903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV5903 GV5903 HISTORY - Date Condition Report By GV5903 HISTORY - 1982 MONUMENTED VADHT GV5903 GV5903 STATION DESCRIPTION GV5903 GV5903'DESCRIBED BY VA DEPT HWYS-TRANSP 1982 GV5903'5.2 KM (3.25 MI) SOUTH FROM PETERSBURG. GV5903'3.25 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE NORFOLK AND WESTERN GV5903'RAILWAY STATION IN PETERSBURG, 0.13 MILES SOUTHEAST OF INTERSECTION GV5903'OF MORTON AVENUE AND SOUTH CRATER ROAD. (ROUTE 301) ABOUT 52 FEET GV5903'EAST OF CENTERLINE OF THE NORTHBOUND LANE OF SOUTH CRATER ROAD, GV5903'(ROUTE 301) 9.9 FEET SOUTHEAST OF THE CENTERLINE OF THE MAINLINE GV5903'EAST-BOUND R.R. TRACK. 1.1 FEET NORTH OF THE SOUTH END OF THE EAST GV5903'BRIDGE ABUTMENT.