1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY0149 *********************************************************************** FY0149 DESIGNATION - D 393 RESET 1962 FY0149 PID - FY0149 FY0149 STATE/COUNTY- VA/MECKLENBURG FY0149 USGS QUAD - BRACEY (1979) FY0149 FY0149 *CURRENT SURVEY CONTROL FY0149 ___________________________________________________________________ FY0149* NAD 83(1986)- 36 33 33. (N) 078 10 26. (W) SCALED FY0149* NAVD 88 - 64.65 (+/-2cm) 212.1 (feet) VERTCON FY0149 ___________________________________________________________________ FY0149 GEOID HEIGHT- -33.00 (meters) GEOID99 FY0149 FY0149 VERT ORDER - THIRD (See Below) FY0149 FY0149.The horizontal coordinates were scaled from a topographic map and have FY0149.an estimated accuracy of +/- 6 seconds. FY0149 FY0149.The NAVD 88 height was computed by applying the VERTCON shift value to FY0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY0149.The vertical order pertains to the superseded datum. FY0149 FY0149.The geoid height was determined by GEOID99. FY0149 FY0149; North East Units Estimated Accuracy FY0149;SPC VA S - 1,025,110. 3,529,200. MT (+/- 180 meters Scaled) FY0149 FY0149 SUPERSEDED SURVEY CONTROL FY0149 FY0149 NGVD 29 - 64.97 (m) 213.2 (f) RESET 3 FY0149 FY0149.Superseded values are not recommended for survey control. FY0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0149.See file dsdata.txt to determine how the superseded data were derived. FY0149 FY0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA529496(NAD 83) FY0149_MARKER: DD = SURVEY DISK FY0149_SETTING: 36 = BRIDGE FY0149_STAMPING: D 393 RESET 1962 FY0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FY0149 FY0149 HISTORY - Date Condition Report By FY0149 HISTORY - 1962 MONUMENTED USGS FY0149 FY0149 STATION DESCRIPTION FY0149 FY0149'DESCRIBED BY US GEOLOGICAL SURVEY 1962 FY0149'6.7 MI SW FROM BRACEY. FY0149'3.95 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE FY0149'STATION AT BRACEY, THENCE ABOUT 0.75 MILE NORTHWEST ALONG ROAD FY0149'712, ABOUT 2.0 MILES SOUTHEAST ALONG ROAD 712 FROM THE JUNCTION OF FY0149'U.S. HIGHWAY 1 AT PALMER CROSSROADS, THIS MARK IS LOCATED 281 FEET FY0149'SOUTHEAST ALONG ROAD 712 FROM THE SOUTHEAST ABUTMENT OF THE FY0149'120-FOOT CONCRETE BRIDGE OVER SMITH CREEK, 17 FEET SOUTHWEST OF THE FY0149'CENTERLINE OF THE ROAD AND SET VERTICALLY 2 FEET ABOVE THE ROAD BED FY0149'IN THE FACE OF AN EXPOSED BOULDER. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY0169 *********************************************************************** FY0169 DESIGNATION - H 451 RESET 1968 FY0169 PID - FY0169 FY0169 STATE/COUNTY- VA/MECKLENBURG FY0169 USGS QUAD - LA CROSSE (1981) FY0169 FY0169 *CURRENT SURVEY CONTROL FY0169 ___________________________________________________________________ FY0169* NAD 83(1986)- 36 41 55. (N) 078 04 32. (W) SCALED FY0169* NAVD 88 - 123.79 (+/-2cm) 406.1 (feet) VERTCON FY0169 ___________________________________________________________________ FY0169 GEOID HEIGHT- -32.85 (meters) GEOID99 FY0169 FY0169 VERT ORDER - THIRD (See Below) FY0169 FY0169.The horizontal coordinates were scaled from a topographic map and have FY0169.an estimated accuracy of +/- 6 seconds. FY0169 FY0169.The NAVD 88 height was computed by applying the VERTCON shift value to FY0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY0169.The vertical order pertains to the superseded datum. FY0169 FY0169.The geoid height was determined by GEOID99. FY0169 FY0169; North East Units Estimated Accuracy FY0169;SPC VA S - 1,040,620. 3,537,930. MT (+/- 180 meters Scaled) FY0169 FY0169 SUPERSEDED SURVEY CONTROL FY0169 FY0169 NGVD 29 - 124.10 (m) 407.2 (f) RESET 3 FY0169 FY0169.Superseded values are not recommended for survey control. FY0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0169.See file dsdata.txt to determine how the superseded data were derived. FY0169 FY0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA612654(NAD 83) FY0169_MARKER: DB = BENCH MARK DISK FY0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0169_STAMPING: H 451 RESET 1968 FY0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0169+STABILITY: SURFACE MOTION FY0169 FY0169 HISTORY - Date Condition Report By FY0169 HISTORY - 1968 MONUMENTED CGS FY0169 FY0169 STATION DESCRIPTION FY0169 FY0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 FY0169'1.1 MI E FROM LA CROSSE. FY0169'0.4 MILE NORTH ALONG SECONDARY STATE ROAD 621 FROM THE POST FY0169'OFFICE IN LA CROSSE TO U.S. HIGHWAY 58, THENCE EAST ALONG U.S. FY0169'HIGHWAY 58 FOR 1.1 MILES TO THE JUNCTION OF SECONDARY STATE FY0169'HIGHWAY 644. MARK IS 57 FEET SOUTH OF THE CENTERLINE OF EASTBOUND FY0169'LANE OF U.S. HIGHWAY 58, 29 FEET NORTH OF THE CENTERLINE OF FY0169'STATE ROAD 644, 1 FOOT WEST OF STEEL WITNESS POST AND ABOUT FY0169'ON THE HIGHWAY RIGHT OF WAY LINE. (THIS INTERSECTION WILL CHANGE FY0169'SOME WHEN THE CONSTRUCTION IS COMPLETED.) DISK IS SET FLUSH FY0169'IN A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND PROJECTS FY0169'ABOUT 4 INCHES. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY0538 *********************************************************************** FY0538 DESIGNATION - P 449 RESET 1969 FY0538 PID - FY0538 FY0538 STATE/COUNTY- VA/MECKLENBURG FY0538 USGS QUAD - BUFFALO SPRINGS (1981) FY0538 FY0538 *CURRENT SURVEY CONTROL FY0538 ___________________________________________________________________ FY0538* NAD 83(1986)- 36 38 51. (N) 078 40 02. (W) SCALED FY0538* NAVD 88 - 107.70 (+/-2cm) 353.3 (feet) VERTCON FY0538 ___________________________________________________________________ FY0538 GEOID HEIGHT- -31.36 (meters) GEOID99 FY0538 FY0538 VERT ORDER - THIRD (See Below) FY0538 FY0538.The horizontal coordinates were scaled from a topographic map and have FY0538.an estimated accuracy of +/- 6 seconds. FY0538 FY0538.The NAVD 88 height was computed by applying the VERTCON shift value to FY0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY0538.The vertical order pertains to the superseded datum. FY0538 FY0538.The geoid height was determined by GEOID99. FY0538 FY0538; North East Units Estimated Accuracy FY0538;SPC VA S - 1,034,880. 3,485,050. MT (+/- 180 meters Scaled) FY0538 FY0538 SUPERSEDED SURVEY CONTROL FY0538 FY0538 NGVD 29 - 107.97 (m) 354.2 (f) RESET 3 FY0538 FY0538.Superseded values are not recommended for survey control. FY0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0538.See file dsdata.txt to determine how the superseded data were derived. FY0538 FY0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA085583(NAD 83) FY0538_MARKER: DB = BENCH MARK DISK FY0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0538_STAMPING: P 449 RESET 1969 FY0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0538+STABILITY: SURFACE MOTION FY0538 FY0538 HISTORY - Date Condition Report By FY0538 HISTORY - 1969 MONUMENTED CGS FY0538 FY0538 STATION DESCRIPTION FY0538 FY0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 FY0538'6.8 MI W FROM CLARKSVILLE. FY0538'6.8 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE IN FY0538'CLARKSVILLE, 39 FEET SOUTH OF THE CENTERLINE OF THE EAST BOUND FY0538'LANE OF HIGHWAY, 13 FEET WEST SOUTHWEST OF 15 INCH OAK TREE, 1.5 FY0538'FEET NORTH OF FENCE AND 1.0 FOOT NORTHEAST OF STEEL WITNESS FY0538'POST. DISK IS SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT FY0538'10 INCHES IN DIAMETER AND PROJECTING ABOUT 3 INCHES ABOVE THE FY0538'GROUND SURFACE. ORIGINAL MARK TO BE DESTROYED LATER. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY0543 *********************************************************************** FY0543 DESIGNATION - R 449 RESET 1969 FY0543 PID - FY0543 FY0543 STATE/COUNTY- VA/MECKLENBURG FY0543 USGS QUAD - CLARKSVILLE SOUTH (1988) FY0543 FY0543 *CURRENT SURVEY CONTROL FY0543 ___________________________________________________________________ FY0543* NAD 83(1986)- 36 37 24. (N) 078 37 24. (W) SCALED FY0543* NAVD 88 - 111.96 (+/-2cm) 367.3 (feet) VERTCON FY0543 ___________________________________________________________________ FY0543 GEOID HEIGHT- -31.47 (meters) GEOID99 FY0543 FY0543 VERT ORDER - THIRD (See Below) FY0543 FY0543.The horizontal coordinates were scaled from a topographic map and have FY0543.an estimated accuracy of +/- 6 seconds. FY0543 FY0543.The NAVD 88 height was computed by applying the VERTCON shift value to FY0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY0543.The vertical order pertains to the superseded datum. FY0543 FY0543.The geoid height was determined by GEOID99. FY0543 FY0543; North East Units Estimated Accuracy FY0543;SPC VA S - 1,032,190. 3,488,970. MT (+/- 180 meters Scaled) FY0543 FY0543 SUPERSEDED SURVEY CONTROL FY0543 FY0543 NGVD 29 - 112.23 (m) 368.2 (f) RESET 3 FY0543 FY0543.Superseded values are not recommended for survey control. FY0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0543.See file dsdata.txt to determine how the superseded data were derived. FY0543 FY0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA125557(NAD 83) FY0543_MARKER: DB = BENCH MARK DISK FY0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0543_STAMPING: R 449 RESET 1969 FY0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0543+STABILITY: SURFACE MOTION FY0543 FY0543 HISTORY - Date Condition Report By FY0543 HISTORY - 1969 MONUMENTED CGS FY0543 FY0543 STATION DESCRIPTION FY0543 FY0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 FY0543'3.9 MI W FROM CLARKSVILLE. FY0543'ABOUT 3.9 MILES WEST ALONG U.S. HIGHWAY 58 FROM THE POST OFFICE FY0543'IN CLARKSVILLE, 57 FEET EAST OF THE APPROXIMATE CENTER OF A FY0543'DRIVEWAY, 48 FEET EAST OF FENCE CORNER, 38 FEET SOUTH OF THE FY0543'CENTERLINE OF EAST BOUND LANE OF HIGHWAY, 1 FOOT NORTH OF FENCE FY0543'AND 1.0 FOOT NORTHWEST OF STEEL WITNESS POST. THE DISK IS SET FY0543'FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN FY0543'DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE FY0543'GROUND. ORIGINAL MARK TO BE DESTROYED LATER. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY3802 *********************************************************************** FY3802 DESIGNATION - RIDGE RM 2 FY3802 PID - FY3802 FY3802 STATE/COUNTY- VA/MECKLENBURG FY3802 USGS QUAD - BASKERVILLE (1981) FY3802 FY3802 *CURRENT SURVEY CONTROL FY3802 ___________________________________________________________________ FY3802* NAD 83(1986)- 36 40 59. (N) 078 20 43. (W) SCALED FY3802* NAVD 88 - 115.46 (meters) 378.8 (feet) RESET FY3802 ___________________________________________________________________ FY3802 GEOID HEIGHT- -32.12 (meters) GEOID99 FY3802 FY3802 VERT ORDER - THIRD FY3802 FY3802.The horizontal coordinates were scaled from a topographic map and have FY3802.an estimated accuracy of +/- 6 seconds. FY3802 FY3802.The orthometric height was computed from unverified reset data. FY3802.No vertical observational check was made to the station. FY3802 FY3802.The geoid height was determined by GEOID99. FY3802 FY3802; North East Units Estimated Accuracy FY3802;SPC VA S - 1,038,820. 3,513,830. MT (+/- 180 meters Scaled) FY3802 FY3802 SUPERSEDED SURVEY CONTROL FY3802 FY3802 NGVD 29 - 115.74 (m) 379.7 (f) RESET 3 FY3802 FY3802.Superseded values are not recommended for survey control. FY3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3802.See file dsdata.txt to determine how the superseded data were derived. FY3802 FY3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA372629(NAD 83) FY3802_MARKER: DR = REFERENCE MARK DISK FY3802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3802_STAMPING: RIDGE NO 2 1966 1984 FY3802_MARK LOGO: NGS FY3802_PROJECTION: FLUSH FY3802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3802+STABILITY: SURFACE MOTION FY3802 FY3802 HISTORY - Date Condition Report By FY3802 HISTORY - 1984 MONUMENTED NGS FY3802 HISTORY - 1987 GOOD USPSQD FY3802 FY3802 STATION DESCRIPTION FY3802 FY3802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 FY3802'4.0 KM (2.50 MI) EAST FROM BOYDTON. FY3802'3.9 KM (2.40 MI) EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION WITH FY3802'STATE ROUTE 92 IN BOYDTON TO THE MARK ON THE LEFT AT THE JUNCTION FY3802'WITH COUNTY ROUTE 795, 11.4 M (37.4 FT) SOUTH OF THE CENTERLINE OF FY3802'U.S. HIGHWAY 58, 18.9 M (62.0 FT) SOUTHWEST OF THE EAST END OF A FY3802'CONCRETE ISLAND IN COUNTY ROUTE 795 AND 36.7 M (120.4 FT) NORTHEAST FY3802'OF THE NORTHEAST CORNER OF A TWO-STORY HOUSE. FY3802'THE MARK IS 0.3 METERS N FROM A WITNESS POST FY3802'THE MARK IS 1.0 M ABOVE U.S. HIGHWAY 58. FY3802 FY3802 STATION RECOVERY (1987) FY3802 FY3802'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) FY3802'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FY3803 *********************************************************************** FY3803 DESIGNATION - RIDGE RM 3 FY3803 PID - FY3803 FY3803 STATE/COUNTY- VA/MECKLENBURG FY3803 USGS QUAD - BASKERVILLE (1981) FY3803 FY3803 *CURRENT SURVEY CONTROL FY3803 ___________________________________________________________________ FY3803* NAD 83(1986)- 36 40 59. (N) 078 20 43. (W) SCALED FY3803* NAVD 88 - 115.13 (meters) 377.7 (feet) RESET FY3803 ___________________________________________________________________ FY3803 GEOID HEIGHT- -32.12 (meters) GEOID99 FY3803 FY3803 VERT ORDER - THIRD FY3803 FY3803.The horizontal coordinates were scaled from a topographic map and have FY3803.an estimated accuracy of +/- 6 seconds. FY3803 FY3803.The orthometric height was computed from unverified reset data. FY3803.No vertical observational check was made to the station. FY3803 FY3803.The geoid height was determined by GEOID99. FY3803 FY3803; North East Units Estimated Accuracy FY3803;SPC VA S - 1,038,820. 3,513,830. MT (+/- 180 meters Scaled) FY3803 FY3803 SUPERSEDED SURVEY CONTROL FY3803 FY3803 NGVD 29 - 115.41 (m) 378.6 (f) RESET 3 FY3803 FY3803.Superseded values are not recommended for survey control. FY3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY3803.See file dsdata.txt to determine how the superseded data were derived. FY3803 FY3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA372629(NAD 83) FY3803_MARKER: DR = REFERENCE MARK DISK FY3803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY3803_STAMPING: RIDGE 1966 NO 3 1984 FY3803_MARK LOGO: NGS FY3803_PROJECTION: FLUSH FY3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY3803+STABILITY: SURFACE MOTION FY3803 FY3803 HISTORY - Date Condition Report By FY3803 HISTORY - 1984 MONUMENTED NGS FY3803 HISTORY - 1987 GOOD USPSQD FY3803 FY3803 STATION DESCRIPTION FY3803 FY3803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 FY3803'4.0 KM (2.50 MI) EAST FROM BOYDTON. FY3803'3.9 KM (2.40 MI) EAST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION WITH FY3803'STATE ROUTE 92 IN BOYDTON TO THE MARK ON THE RIGHT AT THE JUNCTION FY3803'WITH COUNTY ROUTE 795, 10 M (32.8 FT) NORTH OF THE CENTERLINE OF U.S. FY3803'HIGHWAY 58, 10.8 M (35.4 FT) NORTH-NORTHWEST OF THE CENTER OF FY3803'DRIVEWAY TO CHURCH, 26.0 M (85.3 FT) EAST OF THE CENTER OF THE FRONT FY3803'DOOR OF A WOOD FRAME CHURCH, AND 27.7 M (90.9 FT) SOUTHEAST OF THE FY3803'CENTER OF ADAMS FAMILY HEAD STONE FY3803'THE MARK IS ABOVE LEVEL WITH U.S. HIGHWAY 58. FY3803 FY3803 STATION RECOVERY (1987) FY3803 FY3803'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) FY3803'RECOVERED IN GOOD CONDITION.