1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW3635 *********************************************************************** HW3635 DESIGNATION - E 156 RESET HW3635 PID - HW3635 HW3635 STATE/COUNTY- VA/GREENE HW3635 USGS QUAD - EARLYSVILLE (1984) HW3635 HW3635 *CURRENT SURVEY CONTROL HW3635 ___________________________________________________________________ HW3635* NAD 83(1986)- 38 12 59. (N) 078 24 25. (W) SCALED HW3635* NAVD 88 - 203.64 (meters) 668.1 (feet) RESET HW3635 ___________________________________________________________________ HW3635 GEOID HEIGHT- -32.62 (meters) GEOID99 HW3635 HW3635 VERT ORDER - THIRD HW3635 HW3635.The horizontal coordinates were scaled from a topographic map and have HW3635.an estimated accuracy of +/- 6 seconds. HW3635 HW3635.The orthometric height was computed from unverified reset data. HW3635.No vertical observational check was made to the station. HW3635 HW3635.The geoid height was determined by GEOID99. HW3635 HW3635; North East Units Estimated Accuracy HW3635;SPC VA N - 2,061,020. 3,508,150. MT (+/- 180 meters Scaled) HW3635 HW3635 SUPERSEDED SURVEY CONTROL HW3635 HW3635 NGVD 29 - 203.85 (m) 668.8 (f) RESET 3 HW3635 HW3635.Superseded values are not recommended for survey control. HW3635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3635.See file dsdata.txt to determine how the superseded data were derived. HW3635 HW3635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC270330(NAD 83) HW3635_MARKER: DB = BENCH MARK DISK HW3635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW3635_STAMPING: E 156 RESET 1985 HW3635_MARK LOGO: VADHT HW3635_PROJECTION: FLUSH HW3635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3635+STABILITY: SURFACE MOTION HW3635 HW3635 HISTORY - Date Condition Report By HW3635 HISTORY - 1985 MONUMENTED VADHT HW3635 HW3635 STATION DESCRIPTION HW3635 HW3635'DESCRIBED BY VA DEPT HWYS-TRANSP 1985 HW3635'3.2 KM (2.00 MI) SW FROM MIDWAY. HW3635'2.0 MILES SOUTHWEST ALONG SECONDARY STATE HIGHWAY 743 FROM THE HW3635'JUNCTION OF U.S. HIGHWAY 33 AT MIDWAY, 78 FEET NORTH OF THE JUNCTION HW3635'OF SECONDARY STATE HIGHWAY 607 AND 644, 48 FEET EAST OF THE HW3635'CENTERLINE OF SECONDARY STATE HIGHWAY 743, 17.6 FEET NORTH OF A HW3635'POWERPOLE, AND 1.0 FEET SOUTH OF A METAL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW3124 *********************************************************************** HW3124 DESIGNATION - E 445 RESET 1973 HW3124 PID - HW3124 HW3124 STATE/COUNTY- VA/GREENE HW3124 USGS QUAD - SWIFT RUN GAP (1987) HW3124 HW3124 *CURRENT SURVEY CONTROL HW3124 ___________________________________________________________________ HW3124* NAD 83(1986)- 38 20 51. (N) 078 31 43. (W) SCALED HW3124* NAVD 88 - 531.53 (meters) 1743.9 (feet) RESET HW3124 ___________________________________________________________________ HW3124 GEOID HEIGHT- -32.36 (meters) GEOID99 HW3124 HW3124 VERT ORDER - THIRD HW3124 HW3124.The horizontal coordinates were scaled from a topographic map and have HW3124.an estimated accuracy of +/- 6 seconds. HW3124 HW3124.The orthometric height was computed from unverified reset data. HW3124.No vertical observational check was made to the station. HW3124 HW3124.The geoid height was determined by GEOID99. HW3124 HW3124; North East Units Estimated Accuracy HW3124;SPC VA N - 2,075,570. 3,497,500. MT (+/- 180 meters Scaled) HW3124 HW3124 SUPERSEDED SURVEY CONTROL HW3124 HW3124 NGVD 29 - 531.69 (m) 1744.4 (f) RESET 3 HW3124 HW3124.Superseded values are not recommended for survey control. HW3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3124.See file dsdata.txt to determine how the superseded data were derived. HW3124 HW3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC159472(NAD 83) HW3124_MARKER: DB = BENCH MARK DISK HW3124_SETTING: 66 = SET IN ROCK OUTCROP HW3124_STAMPING: E 445 RESET 1973 HW3124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HW3124+STABILITY: POSITION/ELEVATION WELL HW3124 HW3124 HISTORY - Date Condition Report By HW3124 HISTORY - 1973 MONUMENTED RBNF HW3124 HW3124 STATION DESCRIPTION HW3124 HW3124'DESCRIBED BY RESEARCHED BUT NOT FOUND 1973 HW3124'6.8 MI NW FROM STANARDSVILLE. HW3124'6.8 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE IN HW3124'STANARDSVILLE, IN A ROCK OUTCROP (PAINTED), 1.6 MILES HW3124'SOUTHEAST OF SKYLINE DRIVE, 48.61 FEET RIGHT (NORTH) OF HW3124'STATION 1362+38.29 CONSTRUCTION CENTERLINE OF HIGHWAY HW3124'(CONSTRUCTION PROJECT 6033-039-101,C505), AND IS 10.6 FEET ABOVE HW3124'THE LEVEL OF THE RIGHT EDGE OF PAVEMENT. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW3125 *********************************************************************** HW3125 DESIGNATION - F 445 RESET 1973 HW3125 PID - HW3125 HW3125 STATE/COUNTY- VA/GREENE HW3125 USGS QUAD - SWIFT RUN GAP (1987) HW3125 HW3125 *CURRENT SURVEY CONTROL HW3125 ___________________________________________________________________ HW3125* NAD 83(1986)- 38 20 42. (N) 078 30 51. (W) SCALED HW3125* NAVD 88 - 430.99 (meters) 1414.0 (feet) RESET HW3125 ___________________________________________________________________ HW3125 GEOID HEIGHT- -32.38 (meters) GEOID99 HW3125 HW3125 VERT ORDER - THIRD HW3125 HW3125.The horizontal coordinates were scaled from a topographic map and have HW3125.an estimated accuracy of +/- 6 seconds. HW3125 HW3125.The orthometric height was computed from unverified reset data. HW3125.No vertical observational check was made to the station. HW3125 HW3125.The geoid height was determined by GEOID99. HW3125 HW3125; North East Units Estimated Accuracy HW3125;SPC VA N - 2,075,290. 3,498,760. MT (+/- 180 meters Scaled) HW3125 HW3125 SUPERSEDED SURVEY CONTROL HW3125 HW3125 NGVD 29 - 431.15 (m) 1414.5 (f) RESET 3 HW3125 HW3125.Superseded values are not recommended for survey control. HW3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3125.See file dsdata.txt to determine how the superseded data were derived. HW3125 HW3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC172470(NAD 83) HW3125_MARKER: DB = BENCH MARK DISK HW3125_SETTING: 32 = WINGWALL HW3125_STAMPING: F 445 RESET 1973 HW3125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3125+STABILITY: SURFACE MOTION HW3125 HW3125 HISTORY - Date Condition Report By HW3125 HISTORY - 1973 MONUMENTED RBNF HW3125 HW3125 STATION DESCRIPTION HW3125 HW3125'DESCRIBED BY RESEARCHED BUT NOT FOUND 1973 HW3125'5.9 MI NW FROM STANARDSVILLE. HW3125'5.9 MILES NORTHWEST ALONG U.S. HIGHWAY 33 FROM THE POST OFFICE IN HW3125'STANARDSVILLE, IN THE TOP OF THE WEST END OF THE NORTH HEADWALL OF HW3125'A CONCRETE CULVERT OVER A SMALL STEAM, 19.75 FEET NORTH OF THE HW3125'CENTERLINE OF HIGHWAY, AT RIGHT ANGLES TO STATION 1315+40.46 HW3125'(CONSTRUCTION PROJECT 6033-039-101-C505 1173) AND ABOUT LEVEL HW3125'WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AH2706 *********************************************************************** AH2706 DESIGNATION - Q 96 RESET AH2706 PID - AH2706 AH2706 STATE/COUNTY- VA/GREENE AH2706 USGS QUAD - STANARDSVILLE (1987) AH2706 AH2706 *CURRENT SURVEY CONTROL AH2706 ___________________________________________________________________ AH2706* NAD 83(1986)- 38 18 01. (N) 078 27 46. (W) SCALED AH2706* NAVD 88 - 190.58 (meters) 625.3 (feet) RESET AH2706 ___________________________________________________________________ AH2706 GEOID HEIGHT- -32.56 (meters) GEOID99 AH2706 AH2706 VERT ORDER - THIRD AH2706 AH2706.The horizontal coordinates were scaled from a topographic map and have AH2706.an estimated accuracy of +/- 6 seconds. AH2706 AH2706.The orthometric height was computed from unverified reset data. AH2706 AH2706.The geoid height was determined by GEOID99. AH2706 AH2706; North East Units Estimated Accuracy AH2706;SPC VA N - 2,070,330. 3,503,260. MT (+/- 180 meters Scaled) AH2706 AH2706 SUPERSEDED SURVEY CONTROL AH2706 AH2706.No superseded survey control is available for this station. AH2706 AH2706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC218421(NAD 83) AH2706_MARKER: DV = VERTICAL CONTROL DISK AH2706_SETTING: 32 = CULVERT AH2706_STAMPING: Q 96 RESET 1998 AH2706_MARK LOGO: NGS AH2706_PROJECTION: FLUSH AH2706_MAGNETIC: N = NO MAGNETIC MATERIAL AH2706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2706+STABILITY: SURFACE MOTION AH2706 AH2706 HISTORY - Date Condition Report By AH2706 HISTORY - 1998 MONUMENTED VADHT AH2706 AH2706 STATION DESCRIPTION AH2706 AH2706'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (MCM) AH2706'ABOUT 1.3 MILES (2.1 KM) NORTHWEST ALONG US HIGHWAY 33 WBL FROM THE AH2706'POST OFFICE IN STANDARDSVILLE, TO THE MARK SET FLUSH IN CONCRETE ON AH2706'THE NORTHWEST CORNER OF A BOX CULVERT. 200 FEET (61.0 M) EAST FROM AH2706'THE INTERSECTION OF ROUTE 33 EBL AND ROUTE 810, 100 FEET (30.5 M) AH2706'SOUTH FROM THE EP OF ROUTE 33 WBL, 50 FEET (15.2 M) NORTH FROM THE EP AH2706'OF ROUTE 33 EBL, 4 FEET (1.2 M) SOUTHEAST FROM THE NORTHWEST CORNER OF AH2706'THE ABUTMENT. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 HW3122 *********************************************************************** HW3122 DESIGNATION - X 445 RESET 1977 HW3122 PID - HW3122 HW3122 STATE/COUNTY- VA/GREENE HW3122 USGS QUAD - BARBOURSVILLE (1986) HW3122 HW3122 *CURRENT SURVEY CONTROL HW3122 ___________________________________________________________________ HW3122* NAD 83(1986)- 38 14 49. (N) 078 21 47. (W) SCALED HW3122* NAVD 88 - 169.25 (meters) 555.3 (feet) RESET HW3122 ___________________________________________________________________ HW3122 GEOID HEIGHT- -32.61 (meters) GEOID99 HW3122 HW3122 VERT ORDER - THIRD HW3122 HW3122.The horizontal coordinates were scaled from a topographic map and have HW3122.an estimated accuracy of +/- 6 seconds. HW3122 HW3122.The orthometric height was computed from unverified reset data. HW3122.No vertical observational check was made to the station. HW3122 HW3122.The geoid height was determined by GEOID99. HW3122 HW3122; North East Units Estimated Accuracy HW3122;SPC VA N - 2,064,420. 3,511,990. MT (+/- 180 meters Scaled) HW3122 HW3122 SUPERSEDED SURVEY CONTROL HW3122 HW3122 NGVD 29 - 169.45 (m) 555.9 (f) RESET 3 HW3122 HW3122.Superseded values are not recommended for survey control. HW3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3122.See file dsdata.txt to determine how the superseded data were derived. HW3122 HW3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC307365(NAD 83) HW3122_MARKER: DB = BENCH MARK DISK HW3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW3122_STAMPING: X 445 RESET 1977 HW3122_PROJECTION: PROJECTING 5 CENTIMETERS HW3122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3122+STABILITY: SURFACE MOTION HW3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HW3122+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2002 HW3122 HW3122 HISTORY - Date Condition Report By HW3122 HISTORY - 1977 MONUMENTED NGS HW3122 HISTORY - 20020918 GOOD NGS HW3122 HW3122 STATION DESCRIPTION HW3122 HW3122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 HW3122'1.0 MI NORTH FROM RUCKERSVILLE. HW3122'1.0 MILE NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF U.S. HIGHWAY HW3122'29 AND 33 IN RUCKERSVILLE, TO THE MARK ON THE LEFT IN THE MEDIAN OF HW3122'THE HIGHWAY, SOUTHWEST AND ACROSS NORTHBOUND LANE FROM HOUSE, HW3122'46 FEET WEST OF THE CENTERLINE OF NORTHBOUND LANE OF HIGHWAY, 36 HW3122'FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF HIGHWAY, HW3122'6 FEET NORTH OF NORTHERLY ONE OF TWO CEDAR TREES. HW3122'THE MARK IS 1.0 FT N FROM A WITNESS POST. HW3122 HW3122 STATION RECOVERY (2002) HW3122 HW3122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (NC) HW3122'THE STATION IS IN A CULVERT, 30.5 FEET FROM THE WEST EDGE OF HW3122'NORTHBOUND LANE OF U.S. HIGHWAY 29 AND 43.5 FEET FROM THE EAST EDGE OF HW3122'THE SOUTHBOUND LANES. THE CEDAR TREES ORIGINALLY DESCRIBED ARE NOW HW3122'STUMPS.