1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX4428 *********************************************************************** FX4428 DESIGNATION - BURNT RM 2 FX4428 PID - FX4428 FX4428 STATE/COUNTY- VA/ISLE OF WIGHT FX4428 USGS QUAD - FRANKLIN (1986) FX4428 FX4428 *CURRENT SURVEY CONTROL FX4428 ___________________________________________________________________ FX4428* NAD 83(1986)- 36 41 39. (N) 076 53 23. (W) SCALED FX4428* NAVD 88 - 9.58 (meters) 31.4 (feet) RESET FX4428 ___________________________________________________________________ FX4428 GEOID HEIGHT- -35.39 (meters) GEOID99 FX4428 FX4428 VERT ORDER - THIRD FX4428 FX4428.The horizontal coordinates were scaled from a topographic map and have FX4428.an estimated accuracy of +/- 6 seconds. FX4428 FX4428.The orthometric height was computed from unverified reset data. FX4428.No vertical observational check was made to the station. FX4428 FX4428.The geoid height was determined by GEOID99. FX4428 FX4428; North East Units Estimated Accuracy FX4428;SPC VA S - 1,041,270. 3,643,900. MT (+/- 180 meters Scaled) FX4428 FX4428 SUPERSEDED SURVEY CONTROL FX4428 FX4428 NGVD 29 - 10.05 (m) 33.0 (f) RESET 3 FX4428 FX4428.Superseded values are not recommended for survey control. FX4428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4428.See file dsdata.txt to determine how the superseded data were derived. FX4428 FX4428_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF311626(NAD 83) FX4428_MARKER: DR = REFERENCE MARK DISK FX4428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4428_STAMPING: BURNT 1918 NO 2 1985 FX4428_MARK LOGO: NGS FX4428_PROJECTION: FLUSH FX4428_MAGNETIC: N = NO MAGNETIC MATERIAL FX4428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4428+STABILITY: SURFACE MOTION FX4428 FX4428 HISTORY - Date Condition Report By FX4428 HISTORY - 1985 MONUMENTED NGS FX4428 HISTORY - 19850612 GOOD NGS FX4428 FX4428 STATION DESCRIPTION FX4428 FX4428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4428'3.2 KM (2.00 MI) NE FROM FRANKLIN. FX4428'2.96 KM (1.85 MI) EAST ALONG U.S. HIGHWAYS 58 EAST AND 258 NORTH FROM FX4428'THEIR JUNCTION IN FRANKLIN, TO THEIR JUNCTION, THENCE EAST ON U.S. 58 FX4428'FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY FX4428'FROM THE CHURCH OF GOD, 14.0 M (45.9 FT) SOUTH OF THE CENTERLINE OF FX4428'U.S. 28, TWO LANES EAST AND ONE LANE WEST, 12.55 M (41.2 FT) NORTH OF FX4428'THE NORTH RAIL OF RAILROAD TRACKS, 35.51 M (116.5 FT) SOUTH OF THE FX4428'SOUTHWEST CORNER AND ON TANGENT WITH THE WEST SIDE OF THE CHURCH AND FX4428'34.44 M (113.0 FT) WEST OF A TELEPHONE PEDISTAL AT RAILROAD MILEPOST FX4428'35. FX4428'THE MARK IS 0.5 M BELOW RAILROAD TRACKS. FX4428 FX4428 STATION RECOVERY (1985) FX4428 FX4428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4428'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK STAMPED--BURNT 1918 NO. 2 FX4428'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, FLUSH FX4428'WITH THE GROUND. LOCATED 14.00 METERS (45.93 FEET) SOUTH FROM THE FX4428'CENTER LINE OF U.S. 58, 12.55 METERS (41.17 FEET) NORTH FROM THE FX4428'NORTH RAIL OF RAILROAD TRACKS, 35.51 METERS (116.5 FEET) SOUTH FROM FX4428'THE SOUTHWEST CORNER AND ON TANGENT WITH THE WEST SIDE OF THE CHURCH. FX4428'34.44 METERS (113.0 FEET) WEST FROM A TELEPHONE PEDISTAL AT MILE POST FX4428'35. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX4429 *********************************************************************** FX4429 DESIGNATION - BURNT RM 3 FX4429 PID - FX4429 FX4429 STATE/COUNTY- VA/ISLE OF WIGHT FX4429 USGS QUAD - FRANKLIN (1986) FX4429 FX4429 *CURRENT SURVEY CONTROL FX4429 ___________________________________________________________________ FX4429* NAD 83(1986)- 36 41 39. (N) 076 53 23. (W) SCALED FX4429* NAVD 88 - 9.56 (meters) 31.4 (feet) RESET FX4429 ___________________________________________________________________ FX4429 GEOID HEIGHT- -35.39 (meters) GEOID99 FX4429 FX4429 VERT ORDER - THIRD FX4429 FX4429.The horizontal coordinates were scaled from a topographic map and have FX4429.an estimated accuracy of +/- 6 seconds. FX4429 FX4429.The orthometric height was computed from unverified reset data. FX4429.No vertical observational check was made to the station. FX4429 FX4429.The geoid height was determined by GEOID99. FX4429 FX4429; North East Units Estimated Accuracy FX4429;SPC VA S - 1,041,270. 3,643,900. MT (+/- 180 meters Scaled) FX4429 FX4429 SUPERSEDED SURVEY CONTROL FX4429 FX4429 NGVD 29 - 10.04 (m) 32.9 (f) RESET 3 FX4429 FX4429.Superseded values are not recommended for survey control. FX4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4429.See file dsdata.txt to determine how the superseded data were derived. FX4429 FX4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF311626(NAD 83) FX4429_MARKER: DR = REFERENCE MARK DISK FX4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4429_STAMPING: G 10 BURNT 1918 NO 3 1985 FX4429_MARK LOGO: NGS FX4429_PROJECTION: PROJECTING 10 CENTIMETERS FX4429_MAGNETIC: N = NO MAGNETIC MATERIAL FX4429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4429+STABILITY: SURFACE MOTION FX4429 FX4429 HISTORY - Date Condition Report By FX4429 HISTORY - 1985 MONUMENTED NGS FX4429 HISTORY - 19850612 GOOD NGS FX4429 FX4429 STATION DESCRIPTION FX4429 FX4429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4429'3.2 KM (2.00 MI) NE FROM FRANKLIN. FX4429'2.96 KM (1.85 MI) EAST ALONG U.S. HIGHWAYS 58 EAST AND 258 NORTH FROM FX4429'THEIR JUNCTION IN FRANKLIN TO THEIR JUNCTION, THENCE EAST ON U.S. 58 FX4429'FOR 0.4 KM (0.25 MI) TO THE MARK ON THE RIGHT, ACROSS THE HIGHWAY FX4429'FROM THE CHURCH OF GOD, 41.05 M (134.7 FT) SOUTH OF THE CENTERLINE OF FX4429'U.S. 58, TWO LANES EAST AND ONE LANE WEST, 13.15 M (43.1 FT) SOUTH OF FX4429'THE SOUTH RAIL OF RAILROAD TRACKS AND 54.10 M (177.5 FT) SOUTHWEST OF FX4429'A TELEPHONE PEDISTAL AT MILEPOST 35. FX4429'THE MARK IS 0.5 M BELOW RAILROAD TRACKS. FX4429 FX4429 STATION RECOVERY (1985) FX4429 FX4429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4429'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED--G 10 BURNT FX4429'1918--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM, FX4429'PROJECTING 10 CM ABOVE THE GROUND. LOCATED 13.15 METERS (43.14 FEET) FX4429'SOUTH FROM THE SOUTH RAIL OF RAILROAD TRACKS, 41.05 METERS FX4429'(134.68 FEET) SOUTH FROM THE CENTERLINE OF U.S. 58, 54.10 METERS FX4429'(177.5 FEET) SOUTHWEST FROM THE TELEPHONE PEDESTAL AT MILE POST 35. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0998 *********************************************************************** FX0998 DESIGNATION - C 285 RESET 1969 FX0998 PID - FX0998 FX0998 STATE/COUNTY- VA/ISLE OF WIGHT FX0998 USGS QUAD - ZUNI (1990) FX0998 FX0998 *CURRENT SURVEY CONTROL FX0998 ___________________________________________________________________ FX0998* NAD 83(1986)- 36 48 15. (N) 076 51 45. (W) SCALED FX0998* NAVD 88 - 7.45 (+/-2cm) 24.4 (feet) VERTCON FX0998 ___________________________________________________________________ FX0998 GEOID HEIGHT- -35.33 (meters) GEOID99 FX0998 FX0998 VERT ORDER - THIRD (See Below) FX0998 FX0998.The horizontal coordinates were scaled from a topographic map and have FX0998.an estimated accuracy of +/- 6 seconds. FX0998 FX0998.The NAVD 88 height was computed by applying the VERTCON shift value to FX0998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0998.The vertical order pertains to the superseded datum. FX0998 FX0998.The geoid height was determined by GEOID99. FX0998 FX0998; North East Units Estimated Accuracy FX0998;SPC VA S - 1,053,520. 3,646,120. MT (+/- 180 meters Scaled) FX0998 FX0998 SUPERSEDED SURVEY CONTROL FX0998 FX0998 NGVD 29 - 7.88 (m) 25.9 (f) RESET 3 FX0998 FX0998.Superseded values are not recommended for survey control. FX0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0998.See file dsdata.txt to determine how the superseded data were derived. FX0998 FX0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF338747(NAD 83) FX0998_MARKER: DB = BENCH MARK DISK FX0998_SETTING: 36 = BRIDGE FX0998_STAMPING: C 285 RESET 1969 FX0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0998 FX0998 HISTORY - Date Condition Report By FX0998 HISTORY - 1969 MONUMENTED VADH FX0998 HISTORY - 1970 GOOD NGS FX0998 FX0998 STATION DESCRIPTION FX0998 FX0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 FX0998'4.6 MI NE FROM BURDETTE. FX0998'2.0 MILES NORTH ALONG SECONDARY STATE HIGHWAY 629 FROM THE POST FX0998'OFFICE AT BURDETTE, THENCE 0.4 MILE NORTH ALONG SECONDARY STATE FX0998'HIGHWAY 635, THENCE 1.0 MILE NORTHEAST ALONG SECONDARY STATE FX0998'HIGHWAY 627, THENCE 1.2 MILES EAST ALONG SECONDARY STATE FX0998'HIGHWAY 603, SET IN THE NORTH SIDE OF THE EAST ABUTMENT OF THE NEW FX0998'BRIDGE OVER BLACKWATER RIVER, 16 FEET NORTH OF THE CENTER LINE FX0998'OF THE BRIDGE. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0980 *********************************************************************** FX0980 DESIGNATION - G 282 RESET 1956 FX0980 PID - FX0980 FX0980 STATE/COUNTY- VA/ISLE OF WIGHT FX0980 USGS QUAD - WINDSOR (1981) FX0980 FX0980 *CURRENT SURVEY CONTROL FX0980 ___________________________________________________________________ FX0980* NAD 83(1986)- 36 52 05. (N) 076 44 18. (W) SCALED FX0980* NAVD 88 - 24.11 (+/-2cm) 79.1 (feet) VERTCON FX0980 ___________________________________________________________________ FX0980 GEOID HEIGHT- -35.65 (meters) GEOID99 FX0980 FX0980 VERT ORDER - THIRD (See Below) FX0980 FX0980.The horizontal coordinates were scaled from a topographic map and have FX0980.an estimated accuracy of +/- 6 seconds. FX0980 FX0980.The NAVD 88 height was computed by applying the VERTCON shift value to FX0980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0980.The vertical order pertains to the superseded datum. FX0980 FX0980.The geoid height was determined by GEOID99. FX0980 FX0980; North East Units Estimated Accuracy FX0980;SPC VA S - 1,060,810. 3,657,070. MT (+/- 180 meters Scaled) FX0980 FX0980 SUPERSEDED SURVEY CONTROL FX0980 FX0980 NGVD 29 - 24.52 (m) 80.4 (f) RESET 3 FX0980 FX0980.Superseded values are not recommended for survey control. FX0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0980.See file dsdata.txt to determine how the superseded data were derived. FX0980 FX0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF450816(NAD 83) FX0980_MARKER: DD = SURVEY DISK FX0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0980_STAMPING: G 282 RESET 1956 FX0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0980+STABILITY: SURFACE MOTION FX0980 FX0980 HISTORY - Date Condition Report By FX0980 HISTORY - 1956 MONUMENTED VADH FX0980 HISTORY - 1956 GOOD NGS FX0980 HISTORY - 20020413 MARK NOT FOUND USPSQD FX0980 FX0980 STATION DESCRIPTION FX0980 FX0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 FX0980'3.7 MI SW FROM ISLE OF WIGHT. FX0980'3.7 MILES SOUTHWEST ALONG STATE HIGHWAY 258 FROM THE HISTORICAL FX0980'MONUMENT AT ISLE OF WIGHT, ISLE OF WIGHT COUNTY, AT THE JUNCTION FX0980'OF A PRIVATE ROAD LEADING NORTHWEST TO A LARGE TWO-STORY WHITE FX0980'FARMHOUSE, 37 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, FX0980'19 FEET NORTHEAST OF THE CENTERLINE OF THE PRIVATE ROAD AND FX0980'58 FEET SOUTHWEST OF A FENCE CORNER. A STANDARD DISK, STAMPED FX0980'G 282 RESET 1956 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- FX0980'THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED FX0980'BY ENGINEERS OF THE VIRGINIA DEPARTMENT OF HIGHWAYS IN APRIL FX0980'1957. FX0980 FX0980 STATION RECOVERY (2002) FX0980 FX0980'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM) FX0980'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0978 *********************************************************************** FX0978 DESIGNATION - H 282 RESET 1954 FX0978 PID - FX0978 FX0978 STATE/COUNTY- VA/ISLE OF WIGHT FX0978 USGS QUAD - WINDSOR (1981) FX0978 FX0978 *CURRENT SURVEY CONTROL FX0978 ___________________________________________________________________ FX0978* NAD 83(1986)- 36 50 28. (N) 076 44 51. (W) SCALED FX0978* NAVD 88 - 26.26 (+/-2cm) 86.2 (feet) VERTCON FX0978 ___________________________________________________________________ FX0978 GEOID HEIGHT- -35.65 (meters) GEOID99 FX0978 FX0978 VERT ORDER - THIRD (See Below) FX0978 FX0978.The horizontal coordinates were scaled from a topographic map and have FX0978.an estimated accuracy of +/- 6 seconds. FX0978 FX0978.The NAVD 88 height was computed by applying the VERTCON shift value to FX0978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0978.The vertical order pertains to the superseded datum. FX0978 FX0978.The geoid height was determined by GEOID99. FX0978 FX0978; North East Units Estimated Accuracy FX0978;SPC VA S - 1,057,800. 3,656,310. MT (+/- 180 meters Scaled) FX0978 FX0978 SUPERSEDED SURVEY CONTROL FX0978 FX0978 NGVD 29 - 26.68 (m) 87.5 (f) RESET 3 FX0978 FX0978.Superseded values are not recommended for survey control. FX0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0978.See file dsdata.txt to determine how the superseded data were derived. FX0978 FX0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF441786(NAD 83) FX0978_MARKER: DD = SURVEY DISK FX0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0978_STAMPING: H 282 RESET 1954 FX0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0978+STABILITY: SURFACE MOTION FX0978 FX0978 HISTORY - Date Condition Report By FX0978 HISTORY - 1954 MONUMENTED VADH FX0978 HISTORY - 1957 GOOD NGS FX0978 HISTORY - 20020413 MARK NOT FOUND USPSQD FX0978 FX0978 STATION DESCRIPTION FX0978 FX0978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 FX0978'2.3 MI N FROM WINDSOR. FX0978'2.3 MILES NORTH ALONG STATE HIGHWAY 258 FROM STATION AT WINDSOR, FX0978'ISLE OF WIGHT COUNTY, AT THE JUNCTION OF A PRIVATE ROAD LEADING FX0978'SOUTHWEST TO A SMALL HOUSE AND BARN, 36 FEET NORTHEAST OF THE FX0978'CENTERLINE OF THE HIGHWAY, 81 FEET NORTHEAST OF THE CENTERLINE FX0978'OF THE PRIVATE ROAD AND 3 FEET NORTHWEST OF A LARGE PINE STUMP. FX0978'A STANDARD DISK, STAMPED H 282 RESET 1954 AND SET IN THE TOP FX0978'OF A CONCRETE POST. NOTE-- THIS BENCH MARK WAS ESTABLISHED AND FX0978'ITS ELEVATION DETERMINED BY ENGINEERS OF THE VIRGINIA DEPARTMENT FX0978'OF HIGHWAYS IN APRIL 1957. FX0978 FX0978 STATION RECOVERY (2002) FX0978 FX0978'RECOVERY NOTE BY US POWER SQUADRON 2002 (CDM) FX0978'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0919 *********************************************************************** FX0919 DESIGNATION - R 309 RESET 1967 FX0919 PID - FX0919 FX0919 STATE/COUNTY- VA/ISLE OF WIGHT FX0919 USGS QUAD - BENNS CHURCH (1986) FX0919 FX0919 *CURRENT SURVEY CONTROL FX0919 ___________________________________________________________________ FX0919* NAD 83(1986)- 36 55 24. (N) 076 31 01. (W) SCALED FX0919* NAVD 88 - 6.91 (+/-2cm) 22.7 (feet) VERTCON FX0919 ___________________________________________________________________ FX0919 GEOID HEIGHT- -36.43 (meters) GEOID99 FX0919 FX0919 VERT ORDER - THIRD (See Below) FX0919 FX0919.The horizontal coordinates were scaled from a topographic map and have FX0919.an estimated accuracy of +/- 6 seconds. FX0919 FX0919.The NAVD 88 height was computed by applying the VERTCON shift value to FX0919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0919.The vertical order pertains to the superseded datum. FX0919 FX0919.The geoid height was determined by GEOID99. FX0919 FX0919; North East Units Estimated Accuracy FX0919;SPC VA S - 1,067,330. 3,676,680. MT (+/- 180 meters Scaled) FX0919 FX0919 SUPERSEDED SURVEY CONTROL FX0919 FX0919 NGVD 29 - 7.21 (m) 23.7 (f) RESET 3 FX0919 FX0919.Superseded values are not recommended for survey control. FX0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0919.See file dsdata.txt to determine how the superseded data were derived. FX0919 FX0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF648874(NAD 83) FX0919_MARKER: DB = BENCH MARK DISK FX0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0919_STAMPING: R 309 RESET 1967 FX0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0919+STABILITY: SURFACE MOTION FX0919 FX0919 HISTORY - Date Condition Report By FX0919 HISTORY - 1967 MONUMENTED CGS FX0919 HISTORY - 20000219 GOOD USPSQD FX0919 FX0919 STATION DESCRIPTION FX0919 FX0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 FX0919'1.2 MI NW FROM CRITTENDEN. FX0919'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE SOUTHEAST FX0919'END OF HIGHWAY BRIDGE OVER CHUCKATUCK CREEK AT CRITTENDEN, AT A FX0919'DRIVE-INN RESTURANT, 89 FEET SOUTHWEST OF THE CENTER LINE OF FX0919'THE HIGHWAY, 34 FEET FROM THE NORTHWEST CORNER OF A BRICK RESTURANT FX0919'BUILDING, 1 1/2 FEET NORTH OF THE NORTH SIDE OF THE BUILDING, 3 FX0919'FEET EAST OF THE DOORWAY OF THE RESTURANT, ABOUT 0.5 FOOT LOWER FX0919'THAN THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING FX0919'1 INCH. FX0919 FX0919 STATION RECOVERY (2000) FX0919 FX0919'RECOVERY NOTE BY US POWER SQUADRON 2000 FX0919'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0923 *********************************************************************** FX0923 DESIGNATION - S 309 RESET 1967 FX0923 PID - FX0923 FX0923 STATE/COUNTY- VA/ISLE OF WIGHT FX0923 USGS QUAD - BENNS CHURCH (1986) FX0923 FX0923 *CURRENT SURVEY CONTROL FX0923 ___________________________________________________________________ FX0923* NAD 83(1986)- 36 56 29. (N) 076 32 03. (W) SCALED FX0923* NAVD 88 - 6.64 (+/-2cm) 21.8 (feet) VERTCON FX0923 ___________________________________________________________________ FX0923 GEOID HEIGHT- -36.32 (meters) GEOID99 FX0923 FX0923 VERT ORDER - THIRD (See Below) FX0923 FX0923.The horizontal coordinates were scaled from a topographic map and have FX0923.an estimated accuracy of +/- 6 seconds. FX0923 FX0923.The NAVD 88 height was computed by applying the VERTCON shift value to FX0923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0923.The vertical order pertains to the superseded datum. FX0923 FX0923.The geoid height was determined by GEOID99. FX0923 FX0923; North East Units Estimated Accuracy FX0923;SPC VA S - 1,069,300. 3,675,100. MT (+/- 180 meters Scaled) FX0923 FX0923 SUPERSEDED SURVEY CONTROL FX0923 FX0923 NGVD 29 - 6.95 (m) 22.8 (f) RESET 3 FX0923 FX0923.Superseded values are not recommended for survey control. FX0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0923.See file dsdata.txt to determine how the superseded data were derived. FX0923 FX0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF633894(NAD 83) FX0923_MARKER: DB = BENCH MARK DISK FX0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0923_STAMPING: S 309 RESET 1967 FX0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0923+STABILITY: SURFACE MOTION FX0923 FX0923 HISTORY - Date Condition Report By FX0923 HISTORY - 1967 MONUMENTED CGS FX0923 HISTORY - 20010331 MARK NOT FOUND NGS FX0923 HISTORY - 20010805 MARK NOT FOUND USPSQD FX0923 FX0923 STATION DESCRIPTION FX0923 FX0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 FX0923'2.6 MI NW FROM CRITTENDEN. FX0923'ABOUT 2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 17 FROM THE SOUTH FX0923'EAST END OF THE HIGHWAY BRIDGE OVER CHUCKATUCK CREEK AT CRITTENDEN, FX0923'ABOUT 0.25 MILE SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 258 FX0923'AND STATE HIGHWAY 32, 50 FEET EAST OF THE CENTER LINE OF THE NORTH FX0923'BOUND LANE, 50 FEET NORTH OF THE CENTER LINE OF STATE ROUTE 662, FX0923'107 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME DWELLING, FX0923'1 FOOT WEST OF A METAL WITNESS POST, 1.5 FEET BELOW THE LEVEL FX0923'OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 FX0923'INCHES. FX0923 FX0923 STATION RECOVERY (2001) FX0923 FX0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0923'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. FX0923 FX0923 STATION RECOVERY (2001) FX0923 FX0923'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR) FX0923'NOT RECOVERED, MUCH GRADING HAS OCCURRED AND THIS IS NOW A DUMPING FX0923'AREA FOR WOOD CHIPS. NEITHER STATION OR WITNESS POST COULD BE FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX4426 *********************************************************************** FX4426 DESIGNATION - SMALL RESET FX4426 PID - FX4426 FX4426 STATE/COUNTY- VA/ISLE OF WIGHT FX4426 USGS QUAD - FRANKLIN (1986) FX4426 FX4426 *CURRENT SURVEY CONTROL FX4426 ___________________________________________________________________ FX4426* NAD 83(1993)- 36 41 12.28494(N) 076 54 22.46381(W) ADJUSTED FX4426* NAVD 88 - 8.85 (+/-2cm) 29.0 (feet) VERTCON FX4426 ___________________________________________________________________ FX4426 LAPLACE CORR- -4.78 (seconds) DEFLEC99 FX4426 GEOID HEIGHT- -35.35 (meters) GEOID99 FX4426 FX4426 HORZ ORDER - SECOND FX4426 VERT ORDER - THIRD (See Below) FX4426 FX4426.The horizontal coordinates were established by classical geodetic methods FX4426.and adjusted by the National Geodetic Survey in September 1995. FX4426 FX4426.The NAVD 88 height was computed by applying the VERTCON shift value to FX4426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4426.The vertical order pertains to the superseded datum. FX4426 FX4426.The Laplace correction was computed from DEFLEC99 derived deflections. FX4426 FX4426.The geoid height was determined by GEOID99. FX4426 FX4426; North East Units Scale Converg. FX4426;SPC VA S - 1,040,422.307 3,642,438.517 MT 1.00001547 +0 58 02.3 FX4426;UTM 18 - 4,061,815.983 329,687.951 MT 0.99995736 -1 08 20.9 FX4426 FX4426: Primary Azimuth Mark Grid Az FX4426:SPC VA S - LOW=J 10 055 27 27.0 FX4426:UTM 18 - LOW=J 10 057 33 50.2 FX4426 FX4426|---------------------------------------------------------------------| FX4426| PID Reference Object Distance Geod. Az | FX4426| dddmmss.s | FX4426| FX0839 K 10=SMALL RM 15.852 METERS 04553 | FX4426| FX0841 LOW=J 10 APPROX. 0.7 KM 0562529.3 | FX4426|---------------------------------------------------------------------| FX4426 FX4426 SUPERSEDED SURVEY CONTROL FX4426 FX4426 NAD 83(1986)- 36 41 12.28954(N) 076 54 22.48552(W) AD( ) 2 FX4426 NGVD 29 - 9.31 (m) 30.5 (f) RESET 3 FX4426 FX4426.Superseded values are not recommended for survey control. FX4426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4426.See file dsdata.txt to determine how the superseded data were derived. FX4426 FX4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF2968861816(NAD 83) FX4426_MARKER: DS = TRIANGULATION STATION DISK FX4426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4426_STAMPING: SMALL 1918 1985 FX4426_MARK LOGO: NGS FX4426_PROJECTION: RECESSED 10 CENTIMETERS FX4426_MAGNETIC: N = NO MAGNETIC MATERIAL FX4426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4426+STABILITY: SURFACE MOTION FX4426 FX4426 HISTORY - Date Condition Report By FX4426 HISTORY - 1985 MONUMENTED NGS FX4426 HISTORY - 19850610 GOOD NGS FX4426 FX4426 STATION DESCRIPTION FX4426 FX4426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4426'1.6 KM (1.00 MI) NE FROM FRANKLIN. FX4426'1.6 KM (1.00 MI) NORTHEAST ALONG U.S. HIGHWAY 58 FROM THE INTERSECTION FX4426'WITH U.S. HIGHWAY 258 NORTH BUSINESS ROUTES TO THE WEST END OF THE FX4426'AIRWAY SHOPPING CENTER ON THE LEFT AND THE MARK ON THE RIGHT, ABOUT FX4426'0.32 KM (0.20 MI) NORTHEAST OF THE OVERPASS CROSSING OF THE ATLANTIC FX4426'AND DANVILLE RAILROAD, 79.1 M (259.5 FT) WEST OF MILE MARKER 36, 7.75 FX4426'M (25.4 FT) NORTHWEST OF THE NORTH RAIL OF TRACKS, 11.7 M (38.4 FT) FX4426'NORTHWEST AND ACROSS THE TRACKS FROM A SWITCH STAND, 12.6 M (41.3 FT) FX4426'SOUTHEAST OF THE CENTERLINE OF U.S. 58 AND 20.0 M (65.6 FT) SOUTHEAST FX4426'AND ACROSS THE HIGHWAY FROM UTILITY POLE NO. 851. FX4426'THE MARK IS 0.3 METERS NE FROM A WITNESS POST FX4426'THE MARK IS 0.2 M BELOW U.S. 58. FX4426 FX4426 STATION RECOVERY (1985) FX4426 FX4426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4426'THE REFERENCE MARK WAS RECOVERED IN FAIR CONDITION. ONE CORNER OF THE FX4426'MARK HAS BEEN KNOCKED OFF. THE DISTANCE TO THE REFERENCE MARK CHECKED FX4426'WITH THE 1918 DESCRIPTION. THE STATION SURFACE MARK WAS NOT FOUND, FX4426'HOWEVER, THE UNDERGROUND MARK, A NAIL IN CONCRETE WAS RECOVERED. THE FX4426'UNDERGROUND MARK WAS LOWERED HOLDING THE ORIGINAL POSITION AND A NEW FX4426'SURFACE MARK WAS SET. A REFERENCE MARK 2 WAS ALSO ESTABLISHED. A FX4426'COMPLETE NEW DESCRIPTION FOLLOWS. FX4426' FX4426'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHEAST OF FRANKLIN, FX4426'1.12 KM (0.70 MI) WEST OF THE INTERSECTION OF US HIGHWAY 258 NORTH AND FX4426'US HIGHWAY 58 EAST AND ABOUT 200 YARDS SOUTHEAST OF THE WEST END OF A FX4426'MURPHYS DEPARTMENT STORE IN THE AIRWAY SHOPPING CENTER AND ABOUT 0.32 FX4426'KM (0.20 MI) NORTHEAST OF THE OVERPASS OF THE ATLANTIC AND DANVILLE FX4426'RAILROAD. OWNERSHIP- HIGHWAY RIGHT-OF-WAY. TO REACH THE STATION FROM FX4426'THE INTERSECTION OF US HIGHWAYS 58 AND 258 BUSINESS ROUTES IN FX4426'FRANKLIN, GO NORTHEAST ON US HIGHWAY 58 FOR 1.6 KM (1.00 MI) TO THE FX4426'MARK ON THE RIGHT. FX4426' FX4426'THE STATION IS A STANDARD NGS DISK STAMPED--SMALL 1918 1985--, SET FX4426'INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER, RECESSED FX4426'10 CM BELOW THE GROUND. LOCATED 79.10 M (259.51 FT) W FROM MILE FX4426'MARKER 36, 0.30 M (0.98 FT) NE FROM A WITNESS POST, 7.75 M (25.43 FT) FX4426'NW FROM THE N-RAIL OF RAILROAD TRACKS, 11.7 M (38.4 FT) NW AND ACROSS FX4426'THE TRACK FROM A SWITCH STAND, 12.6 M (41.3 FT) SE FROM THE CENTERLINE FX4426'OF US 58AND 20.0 M (65.6 FT) SE AND ACROSS THE HIGHWAY FROM UTILITY FX4426'POLE NO B51. THE UNDERGROUND MARK IS A STANDARD NGS DISK FX4426'STAMPED--SMALL 1918 1985--, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 FX4426'M (3.6 FT) BELOW THE SURFACE. FX4426' FX4426'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--K 10 RM SMALL FX4426'1918--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN FX4426'DIAMETER, RECESSED 11 CM BELOW THE GROUND. LOCATED 10.0 M (32.8 FT) NW FX4426'FROM THE NORTH RAIL OF RAILROAD TRACKS, 18.8 M (61.7 FT) N AND ACROSS FX4426'THE TRACKS FROM A SWITCH STAND, 63.55 M (208.50 FT) W FROM MILE POST FX4426'MARKER 36 AND 10.5 M (34.4 FT) SE FROM THE CENTERLINE OF US 58. FX4426' FX4426'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--SMALL 1918 NO 2 FX4426'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN FX4426'DIAMETER, RECESSED 12 CM BELOW THE GROUND. LOCATED 3.0 M (9.8 FT) S FX4426'FROM A RAILROAD SWITCH STAND, 3.8 M (12.5 FT) SE FROM THE SOUTH RAIL FX4426'OF RAILROAD TRACKS AND 78.79 M (258.50 FT) W FROM MILEPOST MARKER 36. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX4427 *********************************************************************** FX4427 DESIGNATION - SMALL RM 2 FX4427 PID - FX4427 FX4427 STATE/COUNTY- VA/ISLE OF WIGHT FX4427 USGS QUAD - FRANKLIN (1986) FX4427 FX4427 *CURRENT SURVEY CONTROL FX4427 ___________________________________________________________________ FX4427* NAD 83(1986)- 36 41 13. (N) 076 54 23. (W) SCALED FX4427* NAVD 88 - 8.92 (+/-2cm) 29.3 (feet) VERTCON FX4427 ___________________________________________________________________ FX4427 GEOID HEIGHT- -35.35 (meters) GEOID99 FX4427 FX4427 VERT ORDER - THIRD (See Below) FX4427 FX4427.The horizontal coordinates were scaled from a topographic map and have FX4427.an estimated accuracy of +/- 6 seconds. FX4427 FX4427.The NAVD 88 height was computed by applying the VERTCON shift value to FX4427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX4427.The vertical order pertains to the superseded datum. FX4427 FX4427.The geoid height was determined by GEOID99. FX4427 FX4427; North East Units Estimated Accuracy FX4427;SPC VA S - 1,040,440. 3,642,430. MT (+/- 180 meters Scaled) FX4427 FX4427 SUPERSEDED SURVEY CONTROL FX4427 FX4427 NGVD 29 - 9.38 (m) 30.8 (f) RESET 3 FX4427 FX4427.Superseded values are not recommended for survey control. FX4427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4427.See file dsdata.txt to determine how the superseded data were derived. FX4427 FX4427_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF296618(NAD 83) FX4427_MARKER: DR = REFERENCE MARK DISK FX4427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4427_STAMPING: SMALL 1918 NO 2 1985 FX4427_MARK LOGO: NGS FX4427_PROJECTION: RECESSED 12 CENTIMETERS FX4427_MAGNETIC: N = NO MAGNETIC MATERIAL FX4427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4427+STABILITY: SURFACE MOTION FX4427 FX4427 HISTORY - Date Condition Report By FX4427 HISTORY - 1985 MONUMENTED NGS FX4427 HISTORY - 19850621 GOOD NGS FX4427 FX4427 STATION DESCRIPTION FX4427 FX4427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4427'1.6 KM (1.00 MI) NE FROM FRANKLIN. FX4427'1.6 KM (1.00 MI) NORTHEAST ALONG U.S. HIGHWAY 58 FROM THE INTERSECTION FX4427'WITH U.S. HIGHWAY 258 NORTH BUSINESS ROUTES IN FRANKLIN TO THE WEST FX4427'END OF THE AIRWAY SHOPPING CENTER ON THE LEFT AND THE MARK ON THE FX4427'RIGHT, 3.0 M (9.8 FT) SOUTH OF A RAILROAD SWITCH STAND, 3.8 M FX4427'(12.5 FT) SOUTHEAST OF THE SOUTH RAIL OF TRACKS AND 78.79 M (258.5 FT) FX4427'WEST OF MILEPOST MARKER 36. FX4427'THE MARK IS 0.3 M BELOW RAILROAD TRACKS. FX4427 FX4427 STATION RECOVERY (1985) FX4427 FX4427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN) FX4427'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--SMALL 1918 NO 2 FX4427'1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN FX4427'DIAMETER, RECESSED 12 CM BELOW THE GROUND. LOCATED 3.0 METERS (9.84 FX4427'FEET) SOUTH FROM A RAILROAD SWITCH STAND, 3.8 METERS, 12.47 FEET FX4427'SOUTHEAST FROM SOUTH RAIL OF RAILROAD TRACKS, 78.79 METERS, 258.5 FEET FX4427'WEST FROM A MILE POST MARKER 36. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX4430 *********************************************************************** FX4430 DESIGNATION - SUFFOLK RESET FX4430 PID - FX4430 FX4430 STATE/COUNTY- VA/ISLE OF WIGHT FX4430 USGS QUAD - SUFFOLK (1997) FX4430 FX4430 *CURRENT SURVEY CONTROL FX4430 ___________________________________________________________________ FX4430* NAD 83(1993)- 36 44 01.36287(N) 076 34 40.35473(W) ADJUSTED FX4430* NAVD 88 - 13.04 (meters) 42.8 (feet) RESET FX4430 ___________________________________________________________________ FX4430 LAPLACE CORR- -5.92 (seconds) DEFLEC99 FX4430 GEOID HEIGHT- -36.27 (meters) GEOID99 FX4430 FX4430 HORZ ORDER - SECOND FX4430 VERT ORDER - THIRD FX4430 FX4430.The horizontal coordinates were established by classical geodetic methods FX4430.and adjusted by the National Geodetic Survey in September 1995. FX4430 FX4430.The orthometric height was computed from unverified reset data. FX4430.No vertical observational check was made to the station. FX4430 FX4430.The Laplace correction was computed from DEFLEC99 derived deflections. FX4430 FX4430.The geoid height was determined by GEOID99. FX4430 FX4430; North East Units Scale Converg. FX4430;SPC VA S - 1,046,179.691 3,671,675.415 MT 1.00000615 +1 09 59.7 FX4430;UTM 18 - 4,066,493.274 359,113.595 MT 0.99984454 -0 56 38.0 FX4430 FX4430: Primary Azimuth Mark Grid Az FX4430:SPC VA S - BAINES 165 56 59.9 FX4430:UTM 18 - BAINES 168 03 37.6 FX4430 FX4430|---------------------------------------------------------------------| FX4430| PID Reference Object Distance Geod. Az | FX4430| dddmmss.s | FX4430| FX0873 SUFFOLK RM=R 9 38.793 METERS 07802 | FX4430| DE5062 SUFFOLK RM 2 32.104 METERS 13102 | FX4430| FX4039 BAINES APPROX. 7.3 KM 1670659.6 | FX4430| FX4046 SUFFOLK WEST END BAPTIST CH APPROX. 1.3 KM 2485452.5 | FX4430| FX4022 SUFFOLK RADIO MAST STA WLPM APPROX. 2.0 KM 3434453.8 | FX4430|---------------------------------------------------------------------| FX4430 FX4430 SUPERSEDED SURVEY CONTROL FX4430 FX4430 NAD 83(1986)- 36 44 01.36881(N) 076 34 40.38343(W) AD( ) 2 FX4430 NAD 27 - 36 44 00.83300(N) 076 34 41.56700(W) AD( ) 2 FX4430 NGVD 29 - 13.45 (m) 44.1 (f) RESET 3 FX4430 FX4430.Superseded values are not recommended for survey control. FX4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4430.See file dsdata.txt to determine how the superseded data were derived. FX4430 FX4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF5911466493(NAD 83) FX4430_MARKER: DS = TRIANGULATION STATION DISK FX4430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4430_STAMPING: SUFFOLK 1918 1985 FX4430_MARK LOGO: NGS FX4430_PROJECTION: RECESSED 10 CENTIMETERS FX4430_MAGNETIC: N = NO MAGNETIC MATERIAL FX4430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4430+STABILITY: SURFACE MOTION FX4430 FX4430 HISTORY - Date Condition Report By FX4430 HISTORY - 1985 MONUMENTED NGS FX4430 HISTORY - 19850116 GOOD NGS FX4430 HISTORY - 19970628 MARK NOT FOUND USPSQD FX4430 FX4430 STATION DESCRIPTION FX4430 FX4430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4430'IN SUFFOLK. FX4430'0.4 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 13 FROM THE INTERSECTION FX4430'WITH U.S. HIGHWAYS 58 AND 460 AND STATE HIGHWAY 10 AND 32 AT THE FX4430'COURTHOUSE IN SUFFOLK, TO A RAILROAD CROSSING. CONTINUE SOUTH ON FX4430'U.S. 13 FOR 0.16 KM (0.10 MI) TO FINNEY AVE. TURN LEFT, EAST FOR 0.32 FX4430'KM (0.20 MI) TO PINNER ST. TURN LEFT, NORTH FOR 0.24 KM (0.15 MI) TO FX4430'THE PINNER ST BRIDGE AND THE MARK ON THE NORTH SIDE OF HOUSE NUMBER FX4430'329, 4.96 M (16.3 FT) NORTH OF THE NORTHWEST CORNER OF A CAR GARAGE, FX4430'12.15 M (39.9 FT) SOUTH OF THE SOUTH RAIL OF THE NEAREST TRACK OF FX4430'THREE, 25.55 M (83.8 FT) NORTH OF THE NORTHWEST CORNER OF AN FX4430'EXTENSION ON HOUSE NUMBER 327, 27.26 M (89.4 FT) WEST OF THE CENTER FX4430'OF A MANHOLE COVER OF A STORM DRAIN AND 39.62 M (130.0 FT) SOUTHWEST FX4430'OF THE WEST ONE OF THREE CONCRETE SUPPORT COLUMNS UNDER THE BRIDGE. FX4430'THE MARK IS 0.53 METERS W FROM A WITNESS POST FX4430 FX4430 STATION RECOVERY (1985) FX4430 FX4430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4430'THE STATION SURFACE MARK WAS RECOVERED WITH THE TOP BROKEN OFF FX4430'HOWEVER, FX4430'THE UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE MARK FX4430'R 9 SUFFOLK 1918 VI WAS RECOVERED IN GOOD CONDITION UNDER THE NEW FX4430'PINNER ST BRIDGE. REFERENCE MARKS 3 AND 4 AND AZIMUTH MARK WERE FX4430'ESTABLISHED AT THIS TIME. REFERENCE MARK TWO WAS DESTROYED ALONG WITH FX4430'OLD BRIDGE. THE SUB-SURFACE STATION MARK WAS LOWER IN POSITION. THE FX4430'STATION IS LOCATED IN SUFFOLK, ABOUT 200 METERS EAST OF THE OLD FX4430'RAILROAD STATION AND AT THE PINNER ST. BRIDGE ON CITY PROPERTY. FX4430' FX4430'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 13, 58 AND FX4430'460 AND STATE ROUTES 10 AND 32 AT THE COURT HOUSE IN SUFFOLK, GO SOUTH FX4430'ON U.S. 13 FOR 0.4 KILOMETER (0.25 MI) TO A RAILROAD CROSSING, FX4430'CONTINUE SOUTH ON U.S. 13 FOR 0.16 KILOMETER (0.1 MI) TO FINNEY FX4430'AVENUE. TURN LEFT EAST ON FINNEY AVENUE FOR 0.32 KILOMETER (0.2 MI) FX4430'TO PINNER ST. TURN LEFT, NORTH ON PINNER ST. FOR 0.24 KILOMETER (0.15 FX4430'MI) TO THE SOUTH END OF THE PINNER ST. BRIDGE AND HOUSE NO 327 ON THE FX4430'LEFT. JOG LEFT, PASSING IN FRONT OF HOUSE 327 TO THE NORTH SIDE OF FX4430'HOUSE 329 AND THE STATION ON A CUT BANK OVER LOOKING THE RAILROAD FX4430'TRACKS. FX4430' FX4430'THE STATION IS A STANDARD NGS DISK STAMPED--SUFFOLK 1918 1985--, FX4430'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 50 CM IN DIAMETER, FX4430'RECESSED 10 CM BELOW THE GROUND. LOCATED 1.7 FEET (0.53 METERS) WEST FX4430'FROM A WITNESS POST, 16.3 FEET (4.96 METERS) NORTH FROM THE NORTHWEST FX4430'CORNER OF CAR GARAGE, 39.8 FEET (12.15 METERS) SOUTH FROM THE SOUTH FX4430'RAIL OF THE SOUTH MOST RAILROAD TRACKS OF 3, 130.0 FEET FX4430'(39.62 METERS) SOUTHWEST FROM THE WEST ONE OF THE CONCRETE SUPPORT FX4430'COLUMS UNDER PINNER ST. BRIDGE, 89.45 FEET (27.26 METERS) WEST FROM FX4430'THE CENTER OF MAN HOLE COVER OF A STORM DRAIN, 83.8 FEET FX4430'(25.55 METERS) NORTH FROM THE NORTHWEST CORNER OF EXTENSION ON HOUSE FX4430'NO. 327. THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--SUFFOLK FX4430'1918 1985--, AND 1.1 METERS BELOW THE SURFACE. FX4430' FX4430'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED--SUFFOLK 1918 NO. FX4430'3 1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN FX4430'DIAMETER, FLUSH WITH THE GROUND. LOCATED 12.3 FEET (3.75 METERS) FX4430'NORTHWEST FROM THE NORTHWEST CORNER OF HOUSE NO. 327 28.7 FEET FX4430'(8.75 METERS) SOUTHWEST FROM THE SOUTHWEST CORNER OF HOUSE NO. 329. FX4430' FX4430'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK STAMPED--SUFFOLK 1918 NO. FX4430'4 1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN FX4430'DIAMETER, FLUSH WITH THE GROUND. LOCATED 36.95 FEET (11.26 METERS) FX4430'SOUTH FROM THE SOUTH RAIL OF SOUTH MOST RAILROAD TRACKS, 63.63 FEET FX4430'(19.39 METERS) NORTH NORTHWEST FROM THE NORTHWEST CORNER OF GARAGE, FX4430'90.2 FEET (27.49 METERS) NORTHWEST FROM THE SOUTHWEST CORNER OF HOUSE FX4430'NO. 329. FX4430' FX4430'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED--R9 SUFFOLK 1918 FX4430'VI FX4430'44.422 FT--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN FX4430'DIAMETER, RECESSED 5 CM BELOW THE GROUND. LOCATED 31.0 FEET FX4430'(9.45 METERS) NORTHEAST FROM THE NORTHWEST CORNER OF PINNER ST. BRIDGE FX4430'ABUTMENT (S-END), 30.4 FEET (9.27 METERS) NORTHWEST FROM THE NEW FX4430'CORNER OF PINNER ST. BRIDGE ABUTMENT, 26.1 FEET (7.96 METERS) SOUTH FX4430'FROM THE CENTER CONCRETE BRIDGE SUPPORT. FX4430' FX4430'AZIMUTH NO 1 IS A STANDARD NGS DISK STAMPED--SUFFOLK 1918 1985--, SET FX4430'INTO A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER, FLUSH WITH THE FX4430'GROUND. LOCATED 11.90 M (39.0 FT) EAST FROM A RAILROAD SIGNAL, 0.35 M FX4430'(1.1 FEET) EAST FROM A WITNESS POST, 7.05 M (23.1 FT) EAST FROM THE FX4430'CENTER OF PINE STREET, 7.40 M (24.3 FEET) SOUTH FROM THE SOUTH RAIL OF FX4430'THE SOUTH MOST SET OF THREE TRACKS, 18.11 M (59.4 FT) NORTH FROM THE FX4430'NORTH RAIL OF THE NORTH MOST SET OF TWO TRACKS AND 13.63 M (44.7 FT) FX4430'NORTH FROM A RAILROAD CROSSING SIGNAL POST. THE UNDERGROUND MARK IS A FX4430'STANDARD NGS DISK STAMPED--SUFFOLK 1918 1985--, IMBEDDED INTO AN FX4430'IRREGULAR MASS OF CONCRETE, 1.1 METERS BELOW THE SURFACE. FX4430 FX4430 STATION RECOVERY (1997) FX4430 FX4430'RECOVERY NOTE BY US POWER SQUADRON 1997 FX4430'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX4431 *********************************************************************** FX4431 DESIGNATION - SUFFOLK RM 3 FX4431 PID - FX4431 FX4431 STATE/COUNTY- VA/ISLE OF WIGHT FX4431 USGS QUAD - SUFFOLK (1997) FX4431 FX4431 *CURRENT SURVEY CONTROL FX4431 ___________________________________________________________________ FX4431* NAD 83(1986)- 36 44 01. (N) 076 34 39. (W) SCALED FX4431* NAVD 88 - 13.64 (meters) 44.8 (feet) RESET FX4431 ___________________________________________________________________ FX4431 GEOID HEIGHT- -36.27 (meters) GEOID99 FX4431 FX4431 VERT ORDER - THIRD FX4431 FX4431.The horizontal coordinates were scaled from a topographic map and have FX4431.an estimated accuracy of +/- 6 seconds. FX4431 FX4431.The orthometric height was computed from unverified reset data. FX4431.No vertical observational check was made to the station. FX4431 FX4431.The geoid height was determined by GEOID99. FX4431 FX4431; North East Units Estimated Accuracy FX4431;SPC VA S - 1,046,170. 3,671,710. MT (+/- 180 meters Scaled) FX4431 FX4431 SUPERSEDED SURVEY CONTROL FX4431 FX4431 NGVD 29 - 14.05 (m) 46.1 (f) RESET 3 FX4431 FX4431.Superseded values are not recommended for survey control. FX4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4431.See file dsdata.txt to determine how the superseded data were derived. FX4431 FX4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF591664(NAD 83) FX4431_MARKER: DR = REFERENCE MARK DISK FX4431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4431_STAMPING: SUFFOLK 1918 NO 3 1985 FX4431_MARK LOGO: NGS FX4431_PROJECTION: FLUSH FX4431_MAGNETIC: N = NO MAGNETIC MATERIAL FX4431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4431+STABILITY: SURFACE MOTION FX4431 FX4431 HISTORY - Date Condition Report By FX4431 HISTORY - 1985 MONUMENTED NGS FX4431 HISTORY - 19850116 GOOD NGS FX4431 FX4431 STATION DESCRIPTION FX4431 FX4431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4431'IN SUFFOLK. FX4431'0.4 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 13 FROM THE INTERSECTION FX4431'WITH U.S. HIGHWAYS 58 AND 460 AND STATE HIGHWAYS 10 AND 32 AT THE FX4431'COURTHOUSE IN SUFFOLK TO A RAILROAD CROSSING. CONTINUE SOUTH ON U.S. FX4431'13 FOR 0.16 KM (0.10 MI) TO FINNEY AVE. TURN LEFT, EAST FOR 0.32 KM FX4431'(0.20 MI) TO PINNER ST. TURN LEFT, NORTH FOR 0.24 KM (0.15 MI) TO THE FX4431'PINNER ST BRIDGE AND THE MARK BEHIND HOUSE NUMBER 329, 3.75 M FX4431'(12.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF HOUSE NUMBER 327 AND FX4431'8.75 M (28.7 FT) SOUTHWEST THE SOUTHWEST CORNER OF HOUSE NUMBER 329. FX4431'THE MARK IS 3 M ABOVE RAILROAD TRACKS. FX4431 FX4431 STATION RECOVERY (1985) FX4431 FX4431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4431'REFERENCE MARK NO. 3 IS A STANDARD NGS DISK STAMPED--SUFFOLK 1918 NO. FX4431'3 1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN FX4431'DIAMETER, FLUSH WITH THE GROUND. LOCATED 12.3 FEET (3.75 METERS) FX4431'NORTHWEST FROM THE NORTHWEST CORNER OF HOUSE NO. 327, 28.7 FEET FX4431'(8.75 METERS) SOUTHWEST FROM THE SOUTHWEST CORNER OF HOUSE NO. 329. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX4432 *********************************************************************** FX4432 DESIGNATION - SUFFOLK RM 4 FX4432 PID - FX4432 FX4432 STATE/COUNTY- VA/ISLE OF WIGHT FX4432 USGS QUAD - SUFFOLK (1997) FX4432 FX4432 *CURRENT SURVEY CONTROL FX4432 ___________________________________________________________________ FX4432* NAD 83(1986)- 36 44 02. (N) 076 34 39. (W) SCALED FX4432* NAVD 88 - 13.05 (meters) 42.8 (feet) RESET FX4432 ___________________________________________________________________ FX4432 GEOID HEIGHT- -36.27 (meters) GEOID99 FX4432 FX4432 VERT ORDER - THIRD FX4432 FX4432.The horizontal coordinates were scaled from a topographic map and have FX4432.an estimated accuracy of +/- 6 seconds. FX4432 FX4432.The orthometric height was computed from unverified reset data. FX4432.No vertical observational check was made to the station. FX4432 FX4432.The geoid height was determined by GEOID99. FX4432 FX4432; North East Units Estimated Accuracy FX4432;SPC VA S - 1,046,200. 3,671,710. MT (+/- 180 meters Scaled) FX4432 FX4432 SUPERSEDED SURVEY CONTROL FX4432 FX4432 NGVD 29 - 13.47 (m) 44.2 (f) RESET 3 FX4432 FX4432.Superseded values are not recommended for survey control. FX4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4432.See file dsdata.txt to determine how the superseded data were derived. FX4432 FX4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF591665(NAD 83) FX4432_MARKER: DR = REFERENCE MARK DISK FX4432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4432_STAMPING: SUFFOLK 1918 NO 4 1985 FX4432_MARK LOGO: NGS FX4432_PROJECTION: FLUSH FX4432_MAGNETIC: N = NO MAGNETIC MATERIAL FX4432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4432+STABILITY: SURFACE MOTION FX4432 FX4432 HISTORY - Date Condition Report By FX4432 HISTORY - 1985 MONUMENTED NGS FX4432 HISTORY - 19850116 GOOD NGS FX4432 FX4432 STATION DESCRIPTION FX4432 FX4432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4432'IN SUFFOLK. FX4432'0.4 KM (0.25 MI) SOUTH ALONG U.S. HIGHWAY 13 FROM THE INTERSECTION FX4432'WITH U.S. HIGHWAYS 58 AND 460 AND STATE HIGHWAYS 10 AND 32 AT THE FX4432'COURTHOUSE IN SUFFOLK, TO A RAILROAD CROSSING. CONTINUE SOUTH ON FX4432'U.S. 13 FOR 0.16 KM (0.10 MI) TO FINNEY AVE. TURN LEFT, EAST FOR 0.32 FX4432'KM (0.20 MI) TO PINNER ST. TURN LEFT, NORTH FOR 0.24 KM (0.15 MI) TO FX4432'THE PINNER ST BRIDGE AND THE MARK NORTHWEST OF HOUSE NUMBER 329, FX4432'11.26 M (36.9 FT) SOUTH OF THE SOUTH-MOST RAIL OF RAILROAD TRACKS, FX4432'19.39 M (63.6 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CAR FX4432'GARAGE AND 27.49 M (90.2 FT) NORTHWEST OF THE SOUTHWEST CORNER OF FX4432'HOUSE NUMBER 329. FX4432'THE MARK IS 3 M ABOVE RAILROAD TRACKS. FX4432 FX4432 STATION RECOVERY (1985) FX4432 FX4432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4432'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK STAMPED--SUFFOLK 1918 NO. FX4432'4 1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN FX4432'DIAMETER, FLUSH WITH THE GROUND. LOCATED 36.95 FEET (11.26 METERS) FX4432'SOUTH FROM THE SOUTH RAIL OF SOUTH MOST RAILROAD TRACKS, 63.63 FX4432'FEET (19.39 METERS) NORTH NORTHWEST FROM THE NORTHWEST CORNER OF FX4432'GARAGE, 90.2 FEET (27.49 METERS) NORTHWEST FROM THE SOUTHWEST FX4432'CORNER OF HOUSE NO. 329. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0929 *********************************************************************** FX0929 DESIGNATION - U 309 RESET 1967 FX0929 PID - FX0929 FX0929 STATE/COUNTY- VA/ISLE OF WIGHT FX0929 USGS QUAD - BENNS CHURCH (1986) FX0929 FX0929 *CURRENT SURVEY CONTROL FX0929 ___________________________________________________________________ FX0929* NAD 83(1986)- 36 57 52. (N) 076 30 59. (W) SCALED FX0929* NAVD 88 - 1.02 (+/-2cm) 3.3 (feet) VERTCON FX0929 ___________________________________________________________________ FX0929 GEOID HEIGHT- -36.32 (meters) GEOID99 FX0929 FX0929 VERT ORDER - THIRD (See Below) FX0929 FX0929.The horizontal coordinates were scaled from a topographic map and have FX0929.an estimated accuracy of +/- 6 seconds. FX0929 FX0929.The NAVD 88 height was computed by applying the VERTCON shift value to FX0929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0929.The vertical order pertains to the superseded datum. FX0929 FX0929.The geoid height was determined by GEOID99. FX0929 FX0929; North East Units Estimated Accuracy FX0929;SPC VA S - 1,071,890. 3,676,630. MT (+/- 180 meters Scaled) FX0929 FX0929 SUPERSEDED SURVEY CONTROL FX0929 FX0929 NGVD 29 - 1.34 (m) 4.4 (f) RESET 3 FX0929 FX0929.Superseded values are not recommended for survey control. FX0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0929.See file dsdata.txt to determine how the superseded data were derived. FX0929 FX0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF650920(NAD 83) FX0929_MARKER: DB = BENCH MARK DISK FX0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0929_STAMPING: U 309 RESET 1967 FX0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0929+STABILITY: SURFACE MOTION FX0929 FX0929 HISTORY - Date Condition Report By FX0929 HISTORY - 1967 MONUMENTED CGS FX0929 HISTORY - 20010331 MARK NOT FOUND NGS FX0929 FX0929 STATION DESCRIPTION FX0929 FX0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 FX0929'4.8 MI NE FROM BENNS CHURCH. FX0929'ABOUT 2.80 MILES EAST ALONG U.S. HIGHWAY 258 FROM BENNS CHURCH, FX0929'THENCE 2.05 MILES NORTHEAST ALONG U.S. HIGHWAY 17, ABOUT 0.3 MILES FX0929'SOUTHWEST OF THE SOUTHWEST END OF BRIDGE OVER THE JAMES RIVER, FX0929'0.2 MILE SOUTHWEST OF TOLL PLAZA, 62 FEET NORTH OF THE CENTER FX0929'LINE OF THE HIGHWAY, 16 FEET NORTHEAST OF THE SOUTHWEST END OF A FX0929'LARGE ADVERTISING SIGN, 1 FOOT SOUTHEAST OF A METAL WITNESS FX0929'POST, ABOUT 2.3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE FX0929'TOP OF A CONCRETE POST PROJECTING 4 INCHES. FX0929 FX0929 STATION RECOVERY (2001) FX0929 FX0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) FX0929'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.