1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW0946 *********************************************************************** HW0946 DESIGNATION - A 56 RESET 1969 HW0946 PID - HW0946 HW0946 STATE/COUNTY- VA/ALBEMARLE HW0946 USGS QUAD - WAYNESBORO EAST (1987) HW0946 HW0946 *CURRENT SURVEY CONTROL HW0946 ___________________________________________________________________ HW0946* NAD 83(1986)- 38 02 43. (N) 078 47 51. (W) SCALED HW0946* NAVD 88 - 363.37 (+/-2cm) 1192.2 (feet) VERTCON HW0946 ___________________________________________________________________ HW0946 GEOID HEIGHT- -32.19 (meters) GEOID99 HW0946 HW0946 VERT ORDER - THIRD (See Below) HW0946 HW0946.The horizontal coordinates were scaled from a topographic map and have HW0946.an estimated accuracy of +/- 6 seconds. HW0946 HW0946.The NAVD 88 height was computed by applying the VERTCON shift value to HW0946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW0946.The vertical order pertains to the superseded datum. HW0946 HW0946.The geoid height was determined by GEOID99. HW0946 HW0946; North East Units Estimated Accuracy HW0946;SPC VA S - 1,190,030. 3,473,890. MT (+/- 180 meters Scaled) HW0946 HW0946 SUPERSEDED SURVEY CONTROL HW0946 HW0946 NGVD 29 (10/07/03) 363.56 (m) 1192.8 (f) RESET 3 HW0946 HW0946.Superseded values are not recommended for survey control. HW0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW0946.See file dsdata.txt to determine how the superseded data were derived. HW0946 HW0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPC932131(NAD 83) HW0946_MARKER: DD = SURVEY DISK HW0946_SETTING: 66 = SET IN ROCK OUTCROP HW0946_STAMPING: A 56 RESET 1969 HW0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HW0946+STABILITY: POSITION/ELEVATION WELL HW0946 HW0946 HISTORY - Date Condition Report By HW0946 HISTORY - 1969 MONUMENTED VADH HW0946 HW0946 STATION DESCRIPTION HW0946 HW0946'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1969 HW0946'1.5 MI W FROM GREENWOOD. HW0946'1.5 MILES WEST ALONG THE CHESAPEAKE AND OHIO RAILWAY FROM THE OLD HW0946'STATION AT GREENWOOD, SET IN THE TOP OF A ROCK OUTCROP, 164 FEET HW0946'WEST OF MILEPOST 201, 60.5 FEET NORTH OF THE CENTER LINE OF HW0946'THE TRACK, 4 FEET FROM AN IRON WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW3116 *********************************************************************** HW3116 DESIGNATION - ALBEMARLE 2 HW3116 PID - HW3116 HW3116 STATE/COUNTY- VA/ALBEMARLE HW3116 USGS QUAD - CHARLOTTESVILLE EAST (1997) HW3116 HW3116 *CURRENT SURVEY CONTROL HW3116 ___________________________________________________________________ HW3116* NAD 83(1993)- 38 04 26.12381(N) 078 29 57.61320(W) ADJUSTED HW3116* NAVD 88 - 184.46 (meters) 605.2 (feet) RESET HW3116 ___________________________________________________________________ HW3116 LAPLACE CORR- -0.32 (seconds) DEFLEC99 HW3116 GEOID HEIGHT- -32.53 (meters) GEOID99 HW3116 HW3116 HORZ ORDER - SECOND HW3116 VERT ORDER - THIRD HW3116 HW3116.The horizontal coordinates were established by classical geodetic methods HW3116.and adjusted by the National Geodetic Survey in November 1994. HW3116 HW3116.The orthometric height was computed from unverified reset data. HW3116.No vertical observational check was made to the station. HW3116 HW3116.The Laplace correction was computed from DEFLEC99 derived deflections. HW3116 HW3116.The geoid height was determined by GEOID99. HW3116 HW3116; North East Units Scale Converg. HW3116;SPC VA S - 1,193,170.879 3,500,058.176 MT 1.00002133 +0 00 01.4 HW3116;UTM 17 - 4,216,969.920 719,347.794 MT 1.00019261 +1 32 33.8 HW3116 HW3116|---------------------------------------------------------------------| HW3116| PID Reference Object Distance Geod. Az | HW3116| dddmmss.s | HW3116| HW3313 ALBEMARLE 2 AZ MK 164.128 METERS 00437 | HW3116| HW0492 ALBEMARLE 30.897 METERS 16706 | HW3116| HW0494 ALBEMARLE RM 2 11.223 METERS 21134 | HW3116| HW3117 ALBEMARLE 2 RM 3 29.277 METERS 33517 | HW3116|---------------------------------------------------------------------| HW3116 HW3116 SUPERSEDED SURVEY CONTROL HW3116 HW3116 NAD 83(1986)- 38 04 26.12511(N) 078 29 57.61085(W) AD( ) 2 HW3116 NAD 27 - 38 04 25.61842(N) 078 29 58.56425(W) AD( ) 2 HW3116 NGVD 29 (10/07/03) 184.69 (m) 605.9 (f) RESET 3 HW3116 HW3116.Superseded values are not recommended for survey control. HW3116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3116.See file dsdata.txt to determine how the superseded data were derived. HW3116 HW3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC1934816970(NAD 83) HW3116_MARKER: DS = TRIANGULATION STATION DISK HW3116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW3116_STAMPING: ALBEMARLE 2 1978 HW3116_PROJECTION: FLUSH HW3116_MAGNETIC: N = NO MAGNETIC MATERIAL HW3116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3116+STABILITY: SURFACE MOTION HW3116 HW3116 HISTORY - Date Condition Report By HW3116 HISTORY - 1978 MONUMENTED NGS HW3116 HISTORY - 1978 GOOD NGS HW3116 HISTORY - 20011009 MARK NOT FOUND INDIV HW3116 HW3116 STATION DESCRIPTION HW3116 HW3116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) HW3116'ABOUT 3 MILES NORTHWEST OF CHARLOTTESVILLE NEAR THE SOUTHEAST CORNER HW3116'OF THE ALBEMARLE HIGH SCHOOL GROUNDS. HW3116' HW3116'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND 250 HW3116'BYPASS IN THE NORTHWEST PART OF CHARLOTTESVILLE, GO NORTHWEST ON HW3116'ROUTE 29 (EMMET STREET) FOR 0.4 MILE TO COUNTY ROUTE 743 (HYDRAULIC HW3116'RD). TURN LEFT ON HYDRAULIC RD FOR 0.9 MILE TO THE MARK ON THE HW3116'LEFT JUST BEFORE REACHING THE ENTRANCE TO ALBEMARLE SCHOOL. TO HW3116'REACH THE AZIMUTH MARK TURN LEFT INTO SCHOOL PARKING LOT THENCE HW3116'RIGHT FOR 0.1 MILE TO THE MARK IN THE SECOND MEDIAN OF THE PARKING HW3116'LOT SOUTHEAST OF THE HIGH SCHOOL. HW3116' HW3116'THE STATION MARK IS A STANDARD DISK STAMPED---ALBEMARLE 2 1978--- HW3116'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH. IT HW3116'IS 78 FEET NORTHWEST OF THE PROPOSED CENTERLINE OF COUNTY ROUTE 743, HW3116'140 FEET SOUTH OF THE SOUTH CURB OF THE ENTRANCE ROAD TO THE SCHOOL, HW3116'30.2 FEET NORTHEAST OF THE NORTHEAST OF THE NORTHEAST EDGE OF WOODS HW3116'22.9 FEET SOUTHWEST OF A 7 FOOT HIGH PINE TREE, 15.7 FEET SOUTHEAST HW3116'OF A 10 FOOT HIGH PINE TREE AND 13.8 FEET SOUTHEAST OF A 7 INCH HW3116'CRABAPPLE TREE. HW3116' HW3116'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---ALBEMARLE NO 2 1958--- HW3116'CEMENTED IN A DRILLHOLE IN OUTCROPPING BEDROCK THAT IS ABOUT FLUSH HW3116'WITH THE GROUND. IT IS 91.0 FEET WEST OF THE PROPOSED CENTERLINE HW3116'OF 743 AND 46.5 FEET SOUTH OF THE CRABAPPLE TREE. HW3116' HW3116'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---ALBEMARLE 2 NO 3 HW3116'1978---CEMENTED IN A DRILLHOLE IN OUTCROPPING BEDROCK THAT IS HW3116'ABOUT FLUSH WITH THE GROUND. IT IS 137.9 FEET SOUTHWEST OF THE HW3116'PROPOSED CENTERLINE OF ROUTE 743, 90.5 FEET WEST SOUTHWEST OF THE HW3116'SOUTH CURB OF THE SCHOOL ENTRANCE AND 82.5 FEET NORTHWEST OF THE HW3116'CRABAPPLE TREE HW3116' HW3116'THE AZIMUTH MARK IS A STANDARD DISK STAMPED---ALBEMARLE 2 1978--- HW3116'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH HW3116'THE GROUND. IT IS 314.3 FEET SOUTH OF THE NORTHEAST CORNER OF THE HW3116'SCHOOL, 114.8 FEET SOUTH-SOUTHWEST OF POWERLINE POLE NO. TB12, 15.2 HW3116'FEET SOUTHEAST OF THE NORTHEAST CURB CORNER OF MEDIAN, 11.8 FEET HW3116'NORTHEAST OF THE CENTER OF IRON GRATE OF STORM DRAIN AND 3.5 FEET HW3116'NORTHWEST OF CURB. HW3116 HW3116 STATION RECOVERY (1978) HW3116 HW3116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 HW3116'3.0 MI NE FROM CHARLOTTESVILLE. HW3116'0.4 MILE NORTHWEST ON U.S. HIGHWAY 29 FROM ITS JUNCTION WITH U.S. HW3116'HIGHWAY 250 BY-PASS IN THE NORTHWEST PART OF CHARLOTTESVILLE, HW3116'THENCE LEFT, NORTHERLY ON COUNTY ROUTE 743 (HYDRAULIC ROAD) FOR HW3116'0.9 MILE TO THE MARK ON THE LEFT. NEAR THE SOUTHEAST CORNER OF HW3116'THE ALBEMARLE HIGH SCHOOL GROUNDS, 78 FEET NORTHWEST OF THE PROPOSED HW3116'CENTERLINE OF COUNTY ROUTE 743, 140 FEET SOUTH OF THE SOUTH CURB HW3116'OF THE ENTRANCE TO THE SCHOOL, 30.2 FEET NORTHEAST OF THE HW3116'NORTHEAST EDGE OF WOODS, 22.9 FEET SOUTHWEST OF A 7- FOOT HIGH HW3116'PINE TREE, 15.7 FEET SOUTHEAST OF A 10-FOOT HIGH PINE TREE AND, HW3116'13.8 FEET SOUTHEAST OF A 7-INCH CRAB APPLE TREE. HW3116 HW3116 STATION RECOVERY (2001) HW3116 HW3116'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (TDW) HW3116'IN THE AREA DESCRIBED FOR THIS MONUMENT A PARKING LOT FOR ALBEMARE HW3116'HIGH SCHOOL NOW EXISTS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW3117 *********************************************************************** HW3117 DESIGNATION - ALBEMARLE 2 RM 3 HW3117 PID - HW3117 HW3117 STATE/COUNTY- VA/ALBEMARLE HW3117 USGS QUAD - CHARLOTTESVILLE EAST (1997) HW3117 HW3117 *CURRENT SURVEY CONTROL HW3117 ___________________________________________________________________ HW3117* NAD 83(1986)- 38 04 24. (N) 078 29 57. (W) SCALED HW3117* NAVD 88 - 182.69 (meters) 599.4 (feet) RESET HW3117 ___________________________________________________________________ HW3117 GEOID HEIGHT- -32.53 (meters) GEOID99 HW3117 HW3117 VERT ORDER - THIRD HW3117 HW3117.The horizontal coordinates were scaled from a topographic map and have HW3117.an estimated accuracy of +/- 6 seconds. HW3117 HW3117.The orthometric height was computed from unverified reset data. HW3117.No vertical observational check was made to the station. HW3117 HW3117.The geoid height was determined by GEOID99. HW3117 HW3117; North East Units Estimated Accuracy HW3117;SPC VA S - 1,193,110. 3,500,070. MT (+/- 180 meters Scaled) HW3117 HW3117 SUPERSEDED SURVEY CONTROL HW3117 HW3117 NGVD 29 (10/07/03) 182.92 (m) 600.1 (f) RESET 3 HW3117 HW3117.Superseded values are not recommended for survey control. HW3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3117.See file dsdata.txt to determine how the superseded data were derived. HW3117 HW3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC193169(NAD 83) HW3117_MARKER: DR = REFERENCE MARK DISK HW3117_SETTING: 66 = SET IN ROCK OUTCROP HW3117_STAMPING: ALBEMARLE 2 NO 3 1978 HW3117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HW3117+STABILITY: POSITION/ELEVATION WELL HW3117 HW3117 HISTORY - Date Condition Report By HW3117 HISTORY - 1978 MONUMENTED NGS HW3117 HW3117 STATION DESCRIPTION HW3117 HW3117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 HW3117'3.0 MI NE FROM CHARLOTTESVILLE. HW3117'0.4 MILE NORTHWEST ON U.S. HIGHWAY 29 FROM ITS JUNCTION WITH U.S. HW3117'HIGHWAY 250 BY-PASS IN THE NORTHWEST PART OF CHARLOTTESVILLE, HW3117'THENCE LEFT, NORTHERLY ON COUNTY ROUTE 743 (HYDRAULIC ROAD) FOR 0.9 HW3117'MILE TO THE MARK ON THE LEFT NEAR THE SOUTHEAST CORNER OF THE HW3117'ALBEMARLE HIGH SCHOOL GROUNDS, 96.0 FEET NORTHWEST OF TRIANGULATION HW3117'STATION ALBEMARLE 2, 137.9 FEET SOUTHWEST OF THE PROPOSED CENTERLINE HW3117'OF COUNTY ROUTE 743, .0.5 FEET WEST-SOUTHWEST OF THE SOUTH CURB HW3117'OF THE SCHOOL ENTRANCE AND 82.5 FEET NORTHWEST OF A 7-INCH CRAB HW3117'TREE. HW3117'THE MARK IS ABOVE LEVEL WITH GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW3649 *********************************************************************** HW3649 DESIGNATION - B 106 RESET HW3649 PID - HW3649 HW3649 STATE/COUNTY- VA/ALBEMARLE HW3649 USGS QUAD - KESWICK (1984) HW3649 HW3649 *CURRENT SURVEY CONTROL HW3649 ___________________________________________________________________ HW3649* NAD 83(1986)- 38 06 44. (N) 078 22 09. (W) SCALED HW3649* NAVD 88 - 166.97 (meters) 547.8 (feet) RESET HW3649 ___________________________________________________________________ HW3649 GEOID HEIGHT- -32.51 (meters) GEOID99 HW3649 HW3649 VERT ORDER - THIRD HW3649 HW3649.The horizontal coordinates were scaled from a topographic map and have HW3649.an estimated accuracy of +/- 6 seconds. HW3649 HW3649.The orthometric height was computed from unverified reset data. HW3649.No vertical observational check was made to the station. HW3649 HW3649.The geoid height was determined by GEOID99. HW3649 HW3649; North East Units Estimated Accuracy HW3649;SPC VA S - 1,197,430. 3,511,470. MT (+/- 180 meters Scaled) HW3649 HW3649 SUPERSEDED SURVEY CONTROL HW3649 HW3649.No superseded survey control is available for this station. HW3649 HW3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC306215(NAD 83) HW3649_MARKER: DB = BENCH MARK DISK HW3649_SETTING: 31 = SLAB HW3649_STAMPING: B 106 RESET 1989 HW3649_MARK LOGO: NGS HW3649_MAGNETIC: N = NO MAGNETIC MATERIAL HW3649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3649+STABILITY: SURFACE MOTION HW3649 HW3649 HISTORY - Date Condition Report By HW3649 HISTORY - 1989 MONUMENTED LOCENG HW3649 HW3649 STATION DESCRIPTION HW3649 HW3649'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1989 HW3649'IN STONY POINT AT INTERSECTION OF ROUTE 20 AND ROUTE 600, IN THE HW3649'NORTHWEST CORNER OF THE CONCRETE SLAB IN THE COVERED ENTRANCE OF HW3649'STONY POINT SCHOOL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GW2388 *********************************************************************** GW2388 DESIGNATION - B 107 RESET GW2388 PID - GW2388 GW2388 STATE/COUNTY- VA/ALBEMARLE GW2388 USGS QUAD - SIMEON (1974) GW2388 GW2388 *CURRENT SURVEY CONTROL GW2388 ___________________________________________________________________ GW2388* NAD 83(1986)- 37 53 59. (N) 078 25 29. (W) SCALED GW2388* NAVD 88 - 176.51 (meters) 579.1 (feet) RESET GW2388 ___________________________________________________________________ GW2388 GEOID HEIGHT- -32.18 (meters) GEOID99 GW2388 GW2388 VERT ORDER - THIRD GW2388 GW2388.The horizontal coordinates were scaled from a topographic map and have GW2388.an estimated accuracy of +/- 6 seconds. GW2388 GW2388.The orthometric height was computed from unverified reset data. GW2388.No vertical observational check was made to the station. GW2388 GW2388.The geoid height was determined by GEOID99. GW2388 GW2388; North East Units Estimated Accuracy GW2388;SPC VA S - 1,173,840. 3,506,620. MT (+/- 180 meters Scaled) GW2388 GW2388 SUPERSEDED SURVEY CONTROL GW2388 GW2388 NGVD 29 (10/07/03) 176.77 (m) 580.0 (f) RESET 3 GW2388 GW2388.Superseded values are not recommended for survey control. GW2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GW2388.See file dsdata.txt to determine how the superseded data were derived. GW2388 GW2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB264978(NAD 83) GW2388_MARKER: DB = BENCH MARK DISK GW2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GW2388_STAMPING: B 107 RESET 1985 GW2388_MARK LOGO: VADHT GW2388_PROJECTION: FLUSH GW2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GW2388+STABILITY: SURFACE MOTION GW2388 GW2388 HISTORY - Date Condition Report By GW2388 HISTORY - 1985 MONUMENTED VADHT GW2388 GW2388 STATION DESCRIPTION GW2388 GW2388'DESCRIBED BY VA DEPT HWYS-TRANSP 1985 GW2388'1.0 KM (0.60 MI) NE FROM WOODRIDGE. GW2388'0.6 MILES NORTHEAST ALONG SECONDARY STATE HIGHWAY 618 FROM THE ROAD GW2388'INTERSECTION AT WOODRIDGE, 2.0 MILES SOUTHWEST OF THE JUNCTION OF GW2388'SECONDARY STATE HIGHWAY 729, 40 FEET NORTHWEST OF THE CENTERLINE OF GW2388'THE HIGHWAY, AND 80 FEET EAST OF A SMALL ROAD LEADING NORTHWEST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW3133 *********************************************************************** HW3133 DESIGNATION - B 346 RESET 1982 HW3133 PID - HW3133 HW3133 STATE/COUNTY- VA/ALBEMARLE HW3133 USGS QUAD - CHARLOTTESVILLE EAST (1997) HW3133 HW3133 *CURRENT SURVEY CONTROL HW3133 ___________________________________________________________________ HW3133* NAD 83(1986)- 38 03 54. (N) 078 29 39. (W) SCALED HW3133* NAVD 88 - 155.17 (meters) 509.1 (feet) RESET HW3133 ___________________________________________________________________ HW3133 GEOID HEIGHT- -32.51 (meters) GEOID99 HW3133 HW3133 VERT ORDER - THIRD HW3133 HW3133.The horizontal coordinates were scaled from a topographic map and have HW3133.an estimated accuracy of +/- 6 seconds. HW3133 HW3133.The orthometric height was computed from unverified reset data. HW3133.No vertical observational check was made to the station. HW3133 HW3133.The geoid height was determined by GEOID99. HW3133 HW3133; North East Units Estimated Accuracy HW3133;SPC VA S - 1,192,180. 3,500,510. MT (+/- 180 meters Scaled) HW3133 HW3133 SUPERSEDED SURVEY CONTROL HW3133 HW3133.No superseded survey control is available for this station. HW3133 HW3133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC198159(NAD 83) HW3133_MARKER: DB = BENCH MARK DISK HW3133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW3133_STAMPING: B 346 RESET 1982 HW3133_PROJECTION: PROJECTING 10 CENTIMETERS HW3133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3133+STABILITY: SURFACE MOTION HW3133 HW3133 HISTORY - Date Condition Report By HW3133 HISTORY - 1982 MONUMENTED VADH HW3133 HW3133 STATION DESCRIPTION HW3133 HW3133'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1982 HW3133'0.7 MI NORTH FROM CHARLOTTESVILLE. HW3133'0.45 MILE NORTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION WITH U.S. HW3133'HIGHWAY 250 NEAR THE NORTHEAST EDGE OF CHARLOTTESVILLE, THENCE HW3133'LEFT AND GO NORTHWESTERLY ALONG COUNTY ROUTE 743 FOR 0.25 MILE HW3133'TO THE NORTH ANGLE OF THE INTERSECTION OF ROUTE 743 AND THE DRIVEWAY HW3133'TO SPERRY PIEDMONT COMPANY BUILDING, 35.0 FEET NORTHWEST OF THE HW3133'CENTERLINE OF THE DRIVEWAY TO BUILDING, 70.7 FEET NORTH OF THE HW3133'CENTERLINE OF ROUTE 743, AND 20.5 FEET NORTH OF VEPCO POWERLINE POLE. HW3133'THE MARK IS 1.0 FT S FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AI2795 *********************************************************************** AI2795 DESIGNATION - E 346 RESET AI2795 PID - AI2795 AI2795 STATE/COUNTY- VA/ALBEMARLE AI2795 USGS QUAD - CHARLOTTESVILLE EAST (1997) AI2795 AI2795 *CURRENT SURVEY CONTROL AI2795 ___________________________________________________________________ AI2795* NAD 83(1986)- 38 02 56. (N) 078 28 00. (W) SCALED AI2795* NAVD 88 - 111.74 (meters) 366.6 (feet) RESET AI2795 ___________________________________________________________________ AI2795 GEOID HEIGHT- -32.47 (meters) GEOID99 AI2795 AI2795 VERT ORDER - THIRD AI2795 AI2795.The horizontal coordinates were scaled from a topographic map and have AI2795.an estimated accuracy of +/- 6 seconds. AI2795 AI2795.The orthometric height was computed from unverified reset data. AI2795.No vertical observational check was made to the station. AI2795 AI2795.The geoid height was determined by GEOID99. AI2795 AI2795; North East Units Estimated Accuracy AI2795;SPC VA S - 1,190,390. 3,502,930. MT (+/- 180 meters Scaled) AI2795 AI2795 SUPERSEDED SURVEY CONTROL AI2795 AI2795.No superseded survey control is available for this station. AI2795 AI2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC222142(NAD 83) AI2795_MARKER: DV = VERTICAL CONTROL DISK AI2795_SETTING: 31 = BRIDGE WALKWAY AI2795_STAMPING: E 346 RESET 1999 AI2795_MARK LOGO: NGS AI2795_MAGNETIC: O = OTHER; SEE DESCRIPTION AI2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI2795+STABILITY: SURFACE MOTION AI2795 AI2795 HISTORY - Date Condition Report By AI2795 HISTORY - 1999 MONUMENTED NGS AI2795 AI2795 STATION DESCRIPTION AI2795 AI2795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (JRH) AI2795'0.035 MILES (0.056 KM) NORTH ON STATE ROUTE 631 (PARK ST) FROM THE AI2795'INTERSECTION OF MELBOURNE ROAD, SAID MARK IS 3.15 FEET, (0.96 M) AI2795'SOUTHEAST OF END OF BRIDGE AND 1.2 FEET (0.4 M) EAST OF CONCRETE AI2795'PARAPET WALL, SET FLUSH ON CONCRETE WALL NEAR NORTHWEST CORNER OF AI2795'BRIDGE (STRUCTURE 6171) OVER MEADOW CREEK. THE DISK IS 350 FEET AI2795'(106.7 M) SOUTHEAST OF RADIO TOWER, 150 FEET (45.7 M) NORTHEAST OF AI2795'CONCRETE DROP INLET (MELBOURNE ROAD) , 28.5 FEET (8.7 M) SOUTH OF AI2795'CENTEL TELEPHONE POLE S 29, 3.15 FEET (0.96 M) SOUTH OF NORTH END OF AI2795'BRIDGE (STRUCTURE 6171) , 1.2 FEET (0.4 M) EAST OF CONCRETE PARAPET AI2795'WALL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW1070 *********************************************************************** HW1070 DESIGNATION - H 145 RESET 1967 HW1070 PID - HW1070 HW1070 STATE/COUNTY- VA/ALBEMARLE HW1070 USGS QUAD - CHARLOTTESVILLE WEST (1997) HW1070 HW1070 *CURRENT SURVEY CONTROL HW1070 ___________________________________________________________________ HW1070* NAD 83(1986)- 38 02 00. (N) 078 36 09. (W) SCALED HW1070* NAVD 88 - 174.76 (+/-2cm) 573.4 (feet) VERTCON HW1070 ___________________________________________________________________ HW1070 GEOID HEIGHT- -32.40 (meters) GEOID99 HW1070 HW1070 VERT ORDER - THIRD (See Below) HW1070 HW1070.The horizontal coordinates were scaled from a topographic map and have HW1070.an estimated accuracy of +/- 6 seconds. HW1070 HW1070.The NAVD 88 height was computed by applying the VERTCON shift value to HW1070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW1070.The vertical order pertains to the superseded datum. HW1070 HW1070.The geoid height was determined by GEOID99. HW1070 HW1070; North East Units Estimated Accuracy HW1070;SPC VA S - 1,188,670. 3,491,000. MT (+/- 180 meters Scaled) HW1070 HW1070 SUPERSEDED SURVEY CONTROL HW1070 HW1070 NGVD 29 (10/07/03) 174.99 (m) 574.1 (f) RESET 3 HW1070 HW1070.Superseded values are not recommended for survey control. HW1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1070.See file dsdata.txt to determine how the superseded data were derived. HW1070 HW1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC104122(NAD 83) HW1070_MARKER: DD = SURVEY DISK HW1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW1070+STABILITY: SURFACE MOTION HW1070 HW1070 HISTORY - Date Condition Report By HW1070 HISTORY - UNK MONUMENTED VADH HW1070 HISTORY - 1967 GOOD NGS HW1070 HW1070 STATION DESCRIPTION HW1070 HW1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HW1070'2.5 MI S FROM IVY DEPOT. HW1070'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 250 FROM THE SOUTHERN HW1070'RAILWAY STATION AT IVY DEPOT, THENCE 2 MILES SOUTHWEST ALONG HW1070'COUNTY ROAD 637, 400 FEET SOUTHWEST OF THE INTERSECTION OF HW1070'INTERSTATE HIGHWAY 64, 57 FEET SOUTHEAST OF HIGHWAY STATION HW1070'135 + 50, 10 FEET NORTHEAST OF AN OLD PRIVATE ENTRANCE AND SET HW1070'IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW0507 *********************************************************************** HW0507 DESIGNATION - H 346 RESET 1967 HW0507 PID - HW0507 HW0507 STATE/COUNTY- VA/ALBEMARLE HW0507 USGS QUAD - CHARLOTTESVILLE EAST (1997) HW0507 HW0507 *CURRENT SURVEY CONTROL HW0507 ___________________________________________________________________ HW0507* NAD 83(1986)- 38 01 06. (N) 078 25 43. (W) SCALED HW0507* NAVD 88 - 126.73 (+/-2cm) 415.8 (feet) VERTCON HW0507 ___________________________________________________________________ HW0507 GEOID HEIGHT- -32.38 (meters) GEOID99 HW0507 HW0507 VERT ORDER - THIRD (See Below) HW0507 HW0507.The horizontal coordinates were scaled from a topographic map and have HW0507.an estimated accuracy of +/- 6 seconds. HW0507 HW0507.The NAVD 88 height was computed by applying the VERTCON shift value to HW0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW0507.The vertical order pertains to the superseded datum. HW0507 HW0507.The geoid height was determined by GEOID99. HW0507 HW0507; North East Units Estimated Accuracy HW0507;SPC VA S - 1,187,000. 3,506,270. MT (+/- 180 meters Scaled) HW0507 HW0507 SUPERSEDED SURVEY CONTROL HW0507 HW0507 NGVD 29 (10/07/03) 126.97 (m) 416.6 (f) RESET 3 HW0507 HW0507.Superseded values are not recommended for survey control. HW0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW0507.See file dsdata.txt to determine how the superseded data were derived. HW0507 HW0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC257109(NAD 83) HW0507_MARKER: DB = BENCH MARK DISK HW0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW0507+STABILITY: SURFACE MOTION HW0507 HW0507 HISTORY - Date Condition Report By HW0507 HISTORY - UNK MONUMENTED VADH HW0507 HISTORY - 1967 GOOD NGS HW0507 HW0507 STATION DESCRIPTION HW0507 HW0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 HW0507'2 MI SE FROM CHARLOTTESVILLE. HW0507'2 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE RIVANNA RIVER HW0507'BRIDGE AT THE NORTHEAST EDGE OF CHARLOTTESVILLE, 500 FEET HW0507'SOUTHEAST OF THE INTERSECTION OF INTERSTATE HIGHWAY 64, 127 HW0507'FEET RIGHT OF HIGHWAY STATION 26 + 00 WBL ROUTE 250, 4 FEET HW0507'NORTHEAST OF A POWER LINE POLE, 2 FEET NORTHEAST OF A BOARD HW0507'FENCE AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW3120 *********************************************************************** HW3120 DESIGNATION - J 346 RESET 1977 HW3120 PID - HW3120 HW3120 STATE/COUNTY- VA/ALBEMARLE HW3120 USGS QUAD - CHARLOTTESVILLE EAST (1997) HW3120 HW3120 *CURRENT SURVEY CONTROL HW3120 ___________________________________________________________________ HW3120* NAD 83(1986)- 38 00 57. (N) 078 24 37. (W) SCALED HW3120* NAVD 88 - 98.19 (meters) 322.1 (feet) RESET HW3120 ___________________________________________________________________ HW3120 GEOID HEIGHT- -32.37 (meters) GEOID99 HW3120 HW3120 VERT ORDER - THIRD HW3120 HW3120.The horizontal coordinates were scaled from a topographic map and have HW3120.an estimated accuracy of +/- 6 seconds. HW3120 HW3120.The orthometric height was computed from unverified reset data. HW3120.No vertical observational check was made to the station. HW3120 HW3120.The geoid height was determined by GEOID99. HW3120 HW3120; North East Units Estimated Accuracy HW3120;SPC VA S - 1,186,730. 3,507,880. MT (+/- 180 meters Scaled) HW3120 HW3120 SUPERSEDED SURVEY CONTROL HW3120 HW3120 NGVD 29 (10/07/03) 98.43 (m) 322.9 (f) RESET 3 HW3120 HW3120.Superseded values are not recommended for survey control. HW3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3120.See file dsdata.txt to determine how the superseded data were derived. HW3120 HW3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC273107(NAD 83) HW3120_MARKER: DB = BENCH MARK DISK HW3120_SETTING: 35 = BRIDGE HW3120_STAMPING: J 346 RESET 1977 HW3120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3120+STABILITY: SURFACE MOTION HW3120 HW3120 HISTORY - Date Condition Report By HW3120 HISTORY - 1977 MONUMENTED VADHT HW3120 HW3120 STATION DESCRIPTION HW3120 HW3120'DESCRIBED BY VA DEPT HWYS-TRANSP 1977 HW3120'3.0 MI SE FROM CHARLOTTESVILLE. HW3120'3.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 250 FROM THE RIVANNA RIVER HW3120'BRIDGE FROM THE NORTHEAST EDGE OF CHARLOTTESVILLE, IN THE SOUTHWEST HW3120'CORNER OF THE SOUTHWEST CONCRETE BRIDGE ON HIGHWAY IN THE LOWER HW3120'CURB SUPPORTING THE GUARD RAIL, 8 INCHES ABOVE THE FLOOR OF THE HW3120'BRIDGE, 19 FEET SOUTHEAST OF OLD MARK SETTING IN TOP OF WINGWALL HW3120'OF SOUTHWEST ABUTMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW3641 *********************************************************************** HW3641 DESIGNATION - M 155 RESET HW3641 PID - HW3641 HW3641 STATE/COUNTY- VA/ALBEMARLE HW3641 USGS QUAD - FREE UNION (1987) HW3641 HW3641 *CURRENT SURVEY CONTROL HW3641 ___________________________________________________________________ HW3641* NAD 83(1986)- 38 10 34. (N) 078 35 52. (W) SCALED HW3641* NAVD 88 - 197.12 (meters) 646.7 (feet) RESET HW3641 ___________________________________________________________________ HW3641 GEOID HEIGHT- -32.54 (meters) GEOID99 HW3641 HW3641 VERT ORDER - THIRD HW3641 HW3641.The horizontal coordinates were scaled from a topographic map and have HW3641.an estimated accuracy of +/- 6 seconds. HW3641 HW3641.The orthometric height was computed from unverified reset data. HW3641.No vertical observational check was made to the station. HW3641 HW3641.The geoid height was determined by GEOID99. HW3641 HW3641; North East Units Estimated Accuracy HW3641;SPC VA S - 1,204,520. 3,491,430. MT (+/- 180 meters Scaled) HW3641 HW3641 SUPERSEDED SURVEY CONTROL HW3641 HW3641 NGVD 29 (10/07/03) 197.35 (m) 647.5 (f) RESET 3 HW3641 HW3641.Superseded values are not recommended for survey control. HW3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3641.See file dsdata.txt to determine how the superseded data were derived. HW3641 HW3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC104280(NAD 83) HW3641_MARKER: DB = BENCH MARK DISK HW3641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW3641_STAMPING: M 155 RESET 1985 HW3641_MARK LOGO: NGS HW3641_MAGNETIC: N = NO MAGNETIC MATERIAL HW3641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3641+STABILITY: SURFACE MOTION HW3641 HW3641 HISTORY - Date Condition Report By HW3641 HISTORY - 1985 MONUMENTED VADHT HW3641 HW3641 STATION DESCRIPTION HW3641 HW3641'DESCRIBED BY VA DEPT HWYS-TRANSP 1985 HW3641'IN WESLEY CHAPEL, ON SECONDARY STATE HIGHWAY 671, 78 FEET SOUTHEAST OF HW3641'THE SOUTHEAST CORNER OF THE CHAPEL, 5 FEET EAST OF THE SOUTH END OF A HW3641'STONE RETAINING WALL, 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, HW3641'1 FOOT EAST OF A METAL WITNESS POST, AND FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GW2389 *********************************************************************** GW2389 DESIGNATION - N 106 RESET GW2389 PID - GW2389 GW2389 STATE/COUNTY- VA/ALBEMARLE GW2389 USGS QUAD - SIMEON (1974) GW2389 GW2389 *CURRENT SURVEY CONTROL GW2389 ___________________________________________________________________ GW2389* NAD 83(1986)- 37 53 52. (N) 078 26 04. (W) SCALED GW2389* NAVD 88 - 173.20 (meters) 568.2 (feet) RESET GW2389 ___________________________________________________________________ GW2389 GEOID HEIGHT- -32.17 (meters) GEOID99 GW2389 GW2389 VERT ORDER - THIRD GW2389 GW2389.The horizontal coordinates were scaled from a topographic map and have GW2389.an estimated accuracy of +/- 6 seconds. GW2389 GW2389.The orthometric height was computed from unverified reset data. GW2389.No vertical observational check was made to the station. GW2389 GW2389.The geoid height was determined by GEOID99. GW2389 GW2389; North East Units Estimated Accuracy GW2389;SPC VA S - 1,173,620. 3,505,770. MT (+/- 180 meters Scaled) GW2389 GW2389 SUPERSEDED SURVEY CONTROL GW2389 GW2389 NGVD 29 (10/07/03) 173.46 (m) 569.1 (f) RESET 3 GW2389 GW2389.Superseded values are not recommended for survey control. GW2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GW2389.See file dsdata.txt to determine how the superseded data were derived. GW2389 GW2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQB255975(NAD 83) GW2389_MARKER: DB = BENCH MARK DISK GW2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GW2389_STAMPING: N 106 RESET 1987 GW2389_MARK LOGO: VADHT GW2389_PROJECTION: FLUSH GW2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GW2389+STABILITY: SURFACE MOTION GW2389 GW2389 HISTORY - Date Condition Report By GW2389 HISTORY - 1987 MONUMENTED VADHT GW2389 GW2389 STATION DESCRIPTION GW2389 GW2389'DESCRIBED BY VA DEPT HWYS-TRANSP 1987 GW2389'IN WOODRIDGE. GW2389'AT WOODRIDGE, ALBEMARLE COUNTY, 150 YARDS EAST OF THE JUNCTION OF GW2389'SECONDARY STATE HIGHWAYS 708 AND 620, ON SECONDARY STATE HIGHWAY 620, GW2389'AT THE JUNCTION OF SECONDARY STATE HIGHWAY 618, AND 35 FEET NORTH OF GW2389'THE CENTERLINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW3633 *********************************************************************** HW3633 DESIGNATION - PANTOPS 2 HW3633 PID - HW3633 HW3633 STATE/COUNTY- VA/ALBEMARLE HW3633 USGS QUAD - CHARLOTTESVILLE EAST (1997) HW3633 HW3633 *CURRENT SURVEY CONTROL HW3633 ___________________________________________________________________ HW3633* NAD 83(1986)- 38 01 59. (N) 078 25 35. (W) SCALED HW3633* NAVD 88 - 246.59 (meters) 809.0 (feet) RESET HW3633 ___________________________________________________________________ HW3633 GEOID HEIGHT- -32.40 (meters) GEOID99 HW3633 HW3633 VERT ORDER - THIRD HW3633 HW3633.The horizontal coordinates were scaled from a topographic map and have HW3633.an estimated accuracy of +/- 6 seconds. HW3633 HW3633.The orthometric height was computed from unverified reset data. HW3633.No vertical observational check was made to the station. HW3633 HW3633.The geoid height was determined by GEOID99. HW3633 HW3633; North East Units Estimated Accuracy HW3633;SPC VA S - 1,188,640. 3,506,460. MT (+/- 180 meters Scaled) HW3633 HW3633 SUPERSEDED SURVEY CONTROL HW3633 HW3633 NGVD 29 (10/07/03) 246.83 (m) 809.8 (f) RESET 3 HW3633 HW3633.Superseded values are not recommended for survey control. HW3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3633.See file dsdata.txt to determine how the superseded data were derived. HW3633 HW3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC258126(NAD 83) HW3633_MARKER: DS = TRIANGULATION STATION DISK HW3633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW3633_STAMPING: PANTOPS 2 1986 HW3633_MARK LOGO: NGS HW3633_PROJECTION: RECESSED 10 CENTIMETERS HW3633_MAGNETIC: N = NO MAGNETIC MATERIAL HW3633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3633+STABILITY: SURFACE MOTION HW3633 HW3633 HISTORY - Date Condition Report By HW3633 HISTORY - 1986 MONUMENTED NGS HW3633 HISTORY - 19860911 GOOD NGS HW3633 HW3633 STATION DESCRIPTION HW3633 HW3633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 HW3633'4.8 KM (3.00 MI) EAST FROM CHARLOTTESVILLE. HW3633'1.68 KM (1.05 MI) EAST ALONG U.S. HIGHWAY 250 FROM THE RIVANNA RIVER HW3633'BRIDGE AT THE EAST EDGE OF CHARLOTTESVILLE, TO NORTH PANTOPS DRIVE, HW3633'THENCE LEFT, NORTH AND EAST ON NORTH PANTOPS DRIVE FOR 1.52 KM HW3633'(0.95 MI) TO THE MARK, 9.8 M (32.2 FT) SOUTH OF THE CENTER OF NORTH HW3633'PANTOPS DRIVE, 1.35 M (4.4 FT) SOUTHEAST OF THE CENTER OF A WATER HW3633'METER COVER, 0.9 M (3.0 FT) SOUTHWEST OF THE CENTER OF ANOTHER WATER HW3633'METER COVER, 20.99 M (68.9 FT) SOUTH FROM A TELEPHONE JUNCTION BOX HW3633'NO. CT 4/6 AND 14.0 M (45.9 FT) EAST FROM THE CENTER OF THE EAST HW3633'DRIVEWAY TO HOUSE ON LOT NO. 16. HW3633'THE MARK IS 0.7 M ABOVE STREET. HW3633 HW3633 STATION RECOVERY (1986) HW3633 HW3633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (HDM) HW3633'THIS STATION REPLACES STATION PANTOPS 1958. THE STATION IS LOCATED HW3633'ABOUT 4.8 KM (3.00 MI) EAST OF CHARLOTTESVILLE, 1.6 KM (1.00 MI) HW3633'NORTHWEST OF US HIGHWAY 250, 0.32 KM (0.20 MI) EAST OF WALNUT LANE AND HW3633'ON THE PROPERTY LINE OF LOTS 15 AND 16 IN THE ASHCROFT HOUSING HW3633'DEVELOPMENT. OWNERSHIP- NOT KNOWN AT THIS TIME. SEND DESCRIPTION TO HW3633'R L BEYER, 2001 N PANTOPS DRIVE, CHARLOTTESVILLE, VIRGINIA. HW3633' HW3633'TO REACH THE STATION FROM THE RIVANNA RIVER BRIDGE AT THE EAST EDGE OF HW3633'CHARLOTTESVILLE GO EAST ON US HIGHWAY 250 FOR 1.68 KM (1.05 MI) TO HW3633'NORTH PANTOPS DRIVE. TURN LEFT ON NORTH PANTOPS DRIVE AND GO NORTH HW3633'AND EAST FOR 1.52 KM (0.95 MI) TO THE MARK ON THE RIGHT. NO SUITABLE HW3633'PLACE WAS FOUND FOR AN AZIMUTH MARK OR ANOTHER REFERENCE MARK. A FIRE HW3633'HYDRANT WAS INTERSECTED AND MEASURED TO FOR AN ADDITIONAL REFERENCE HW3633'MARK. HW3633' HW3633'THE STATION IS A STANDARD NGS DISK STAMPED--PANTOPS 2 1986--, SET INTO HW3633'THE TOP OF A ROUND CONCRETE MONUMENT 32 CM IN DIAMETER, RECESSED 10 CM HW3633'BELOW THE GROUND. LOCATED 9.8 M (32.2 FT) S FROM THE CENTER OF N HW3633'PANTOPS DRIVE, 1.35 M (4.43 FT) SE FROM THE CENTER OF A WATER METER HW3633'COVER, 0.90 M (2.95 FT) SW FROM THE CENTER OF A WATER METER COVER, HW3633'20.99 M (68.86 FT) S FROM A TELEPHONE JUNCTION BOX NO CT 4/6, AND 14.0 HW3633'M (45.9 FT) E FROM THE CENTER OF THE EAST DRIVEWAY TO HOUSE ON LOT NO HW3633'16. THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--PANTOPS 2 HW3633'1986--, SET INTO AN IRREGULAR MASS OF CONCRETE 1.2 M (3.9 FT) BELOW HW3633'THE SURFACE. HW3633' HW3633'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--PANTOPS NO 3 HW3633'1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH HW3633'GROUND. LOCATED NEAR PROPERTY LINE OF LOTS 15 AND 16. IT IS LOCATED HW3633'21.2 M (69.6 FT) S FROM THE CENTER OF NORTH PANTOPS DRIVE, 32.35 M HW3633'(106.13 FT) S FROM A TELEPHONE JUNE BOX NO CT 4/6, 11.9 M (39.0 FT) S HW3633'FROM THE CENTER OF THE WEST MOST WATER METER COVER, AND 16.5 M (54.1 HW3633'FT) E FROM THE CENTER OF THE EAST-MOST DRIVEWAY TO HOUSE ON LOT 16. HW3633'FIRE HYDRANT NO 10849, PROJ 3 FT (0.9 M) IN FRONT YARD OF HOUSE ON LOT HW3633'NO 17. THE 1/4 INCH BOLT THAT IS RECESSED IN A NUT ATOP THE FIRE HW3633'HYDRANT WAS INTERSECTED LOCATED 6.8 M (22.3 FT) S FROM THE CENTER OF N HW3633'PANTOPS DRIVE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW3634 *********************************************************************** HW3634 DESIGNATION - PANTOPS 2 RM 3 HW3634 PID - HW3634 HW3634 STATE/COUNTY- VA/ALBEMARLE HW3634 USGS QUAD - CHARLOTTESVILLE EAST (1997) HW3634 HW3634 *CURRENT SURVEY CONTROL HW3634 ___________________________________________________________________ HW3634* NAD 83(1986)- 38 02 00. (N) 078 25 35. (W) SCALED HW3634* NAVD 88 - 245.69 (meters) 806.1 (feet) RESET HW3634 ___________________________________________________________________ HW3634 GEOID HEIGHT- -32.40 (meters) GEOID99 HW3634 HW3634 VERT ORDER - THIRD HW3634 HW3634.The horizontal coordinates were scaled from a topographic map and have HW3634.an estimated accuracy of +/- 6 seconds. HW3634 HW3634.The orthometric height was computed from unverified reset data. HW3634.No vertical observational check was made to the station. HW3634 HW3634.The geoid height was determined by GEOID99. HW3634 HW3634; North East Units Estimated Accuracy HW3634;SPC VA S - 1,188,670. 3,506,460. MT (+/- 180 meters Scaled) HW3634 HW3634 SUPERSEDED SURVEY CONTROL HW3634 HW3634 NGVD 29 (10/07/03) 245.93 (m) 806.9 (f) RESET 3 HW3634 HW3634.Superseded values are not recommended for survey control. HW3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW3634.See file dsdata.txt to determine how the superseded data were derived. HW3634 HW3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC258126(NAD 83) HW3634_MARKER: DR = REFERENCE MARK DISK HW3634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW3634_STAMPING: PANTOPS 2 NO 3 1986 HW3634_MARK LOGO: NGS HW3634_PROJECTION: FLUSH HW3634_MAGNETIC: N = NO MAGNETIC MATERIAL HW3634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW3634+STABILITY: SURFACE MOTION HW3634 HW3634 HISTORY - Date Condition Report By HW3634 HISTORY - 1986 MONUMENTED NGS HW3634 HISTORY - 19860621 GOOD NGS HW3634 HW3634 STATION DESCRIPTION HW3634 HW3634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 HW3634'4.8 KM (3.00 MI) EAST FROM CHARLOTTESVILLE. HW3634'1.68 KM (1.05 MI) EAST ALONG U.S. HIGHWAY 250 FROM THE RIVANNA RIVER HW3634'BRIDGE, AT THE EAST EDGE OF CHARLOTTESVILLE, TO NORTH PANTOPS DRIVE, HW3634'THENCE LEFT, NORTH AND EAST ON NORTH PANTOPS DRIVE FOR 1.52 KM HW3634'(0.95 MI) TO THE MARK, 21.2 M (69.6 FT) SOUTH OF THE CENTER OF NORTH HW3634'PANTOPS DRIVE, 32.35 M (106.1 FT) SOUTH OF A TELEPHONE JUNCTION BOX HW3634'NO. CT 4/6, 11.9 M (39.0 FT) SOUTH OF THE CENTER OF THE WEST-MOST HW3634'WATER METER COVER AND 16.5 M (54.1 FT) EAST OF THE CENTER OF THE HW3634'EAST-MOST DRIVEWAY TO HOUSE ON LOT 16. HW3634'THE MARK IS 0.5 M ABOVE STREET. HW3634 HW3634 STATION RECOVERY (1986) HW3634 HW3634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN) HW3634'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--PANTOPS NO 3 1986, HW3634'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND, HW3634'NEAR PROPERTY LINE OF LOTS 15 AND 16. LOCATED 21.2 METERS, 69.55 FEET HW3634'SOUTH FROM THE CENTER OF NORTH PANTOPS DRIVE. 32.35 METERS, 106.14 HW3634'FEET SOUTH FROM A TELEPHONE JUNCTION BOX NUMBER CT 4/6. 11.9 METERS, HW3634'39.04 FEET SOUTH FROM THE CENTER OF THE WEST MOST WATER METER COVER. HW3634'16.5 METERS, 54.13 FEET EAST FROM CENTER OF THE EAST MOST DRIVE WAY TO HW3634'HOUSE ON LOT 16. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW3119 *********************************************************************** HW3119 DESIGNATION - RIVANNA RESET HW3119 PID - HW3119 HW3119 STATE/COUNTY- VA/ALBEMARLE HW3119 USGS QUAD - CHARLOTTESVILLE EAST (1997) HW3119 HW3119 *CURRENT SURVEY CONTROL HW3119 ___________________________________________________________________ HW3119* NAD 83(1986)- 38 03 23. (N) 078 27 20. (W) SCALED HW3119* NAVD 88 - 138.96 (meters) 455.9 (feet) RESET HW3119 ___________________________________________________________________ HW3119 GEOID HEIGHT- -32.48 (meters) GEOID99 HW3119 HW3119 VERT ORDER - THIRD HW3119 HW3119.The horizontal coordinates were scaled from a topographic map and have HW3119.an estimated accuracy of +/- 6 seconds. HW3119 HW3119.The orthometric height was computed from unverified reset data. HW3119.No vertical observational check was made to the station. HW3119 HW3119.The geoid height was determined by GEOID99. HW3119 HW3119; North East Units Estimated Accuracy HW3119;SPC VA S - 1,191,230. 3,503,900. MT (+/- 180 meters Scaled) HW3119 HW3119 SUPERSEDED SURVEY CONTROL HW3119 HW3119.No superseded survey control is available for this station. HW3119 HW3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC232151(NAD 83) HW3119_MARKER: DS = TRIANGULATION STATION DISK HW3119_SETTING: 66 = SET IN ROCK OUTCROP HW3119_STAMPING: RIVANNA RESET 1982 HW3119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD HW3119+STABILITY: POSITION/ELEVATION WELL HW3119 HW3119 HISTORY - Date Condition Report By HW3119 HISTORY - 1982 MONUMENTED NGS HW3119 HW3119 STATION DESCRIPTION HW3119 HW3119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 HW3119'3.55 MI NORTH FROM CHARLOTTESVILLE. HW3119'3.1 KM (1.95 MI) EAST ALONG U.S. HIGHWAY 250 BY-PASS FROM ITS JUNCTION HW3119'WITH U.S. HIGHWAY 29, THENCE 2.4 KM (1.5 MI) NORTH ALONG COUNTY ROAD HW3119'631 (PARK ST), THENCE 0.2 KM (0.1 MI) EAST ALONG COUNTY ROAD 768 HW3119'(PEN PARK ROAD), 24.7 METERS (81.0 FEET) SOUTH-SOUTHEAST FROM THE HW3119'CENTER OF THE ROAD, 13.3 METERS (13.5 FEET) SOUTHEAST OF A 36-INCH HW3119'OAK TREE, 15.7 METERS (51.5 FEET) NORTHEAST OF THE NORTH ENTRANCE OF HW3119'HOUSE 1201 PEN PARK ROAD WHICH IS OWNED BY MR WILLIAM A PRUETT, AND HW3119'5.2 METERS (17.0 FEET) NORTHEAST OF THE HIGHEST POINT OF HW3119'THE LARGEST BOULDER IN THE AREA. HW3119'THE MARK IS 3.3 FT BELOW PEN PARK ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW0515 *********************************************************************** HW0515 DESIGNATION - SHADWELL RM 3 HW0515 PID - HW0515 HW0515 STATE/COUNTY- VA/ALBEMARLE HW0515 USGS QUAD - CHARLOTTESVILLE EAST (1997) HW0515 HW0515 *CURRENT SURVEY CONTROL HW0515 ___________________________________________________________________ HW0515* NAD 83(1986)- 38 00 39. (N) 078 22 31. (W) SCALED HW0515* NAVD 88 - 135.62 (+/-2cm) 444.9 (feet) VERTCON HW0515 ___________________________________________________________________ HW0515 GEOID HEIGHT- -32.37 (meters) GEOID99 HW0515 HW0515 VERT ORDER - THIRD (See Below) HW0515 HW0515.The horizontal coordinates were scaled from a topographic map and have HW0515.an estimated accuracy of +/- 6 seconds. HW0515 HW0515.The NAVD 88 height was computed by applying the VERTCON shift value to HW0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW0515.The vertical order pertains to the superseded datum. HW0515 HW0515.The geoid height was determined by GEOID99. HW0515 HW0515; North East Units Estimated Accuracy HW0515;SPC VA S - 1,186,180. 3,510,950. MT (+/- 180 meters Scaled) HW0515 HW0515 SUPERSEDED SURVEY CONTROL HW0515 HW0515 NGVD 29 (10/07/03) 135.87 (m) 445.8 (f) RESET 3 HW0515 HW0515.Superseded values are not recommended for survey control. HW0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW0515.See file dsdata.txt to determine how the superseded data were derived. HW0515 HW0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC304102(NAD 83) HW0515_MARKER: DR = REFERENCE MARK DISK HW0515_SETTING: 0 = UNSPECIFIED SETTING HW0515_STAMPING: SHADWELL 2 NO 3 1968 BM RESET HW0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HW0515 HW0515 HISTORY - Date Condition Report By HW0515 HISTORY - 1968 MONUMENTED CGS HW0515 HW0515 STATION DESCRIPTION HW0515 HW0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HW0515'5.1 MI E FROM CHARLOTTESVILLE. HW0515'FROM THE RIVANNA RIVER BRIDGE AT THE NORTHEAST EDGE OF HW0515'CHARLOTTESVILLE GO EAST ON U.S. HIGHWAY 250 FOR 4.2 MILES TO HW0515'SIDE ROAD LEFT. TURN LEFT ON COUNTY ROAD 731 AND GO NORTHEAST HW0515'FOR 0.8 MILE TO FORK. TAKE RIGHT FORK FOR 0.1 MILE TO DRIVEWAY HW0515'ON RIGHT. TURN RIGHT AND GO SOUTHWEST FOR ABOUT 70 YARDS TO HW0515'FENCE. MARK IS 37 FEET SOUTH OF FENCE AND ON THE RIGHT OF WAY HW0515'OF INTERSTATE HIGHWAY 64. MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW0516 *********************************************************************** HW0516 DESIGNATION - SHADWELL RM 4 HW0516 PID - HW0516 HW0516 STATE/COUNTY- VA/ALBEMARLE HW0516 USGS QUAD - CHARLOTTESVILLE EAST (1997) HW0516 HW0516 *CURRENT SURVEY CONTROL HW0516 ___________________________________________________________________ HW0516* NAD 83(1986)- 38 00 39. (N) 078 22 31. (W) SCALED HW0516* NAVD 88 - 135.79 (+/-2cm) 445.5 (feet) VERTCON HW0516 ___________________________________________________________________ HW0516 GEOID HEIGHT- -32.37 (meters) GEOID99 HW0516 HW0516 VERT ORDER - THIRD (See Below) HW0516 HW0516.The horizontal coordinates were scaled from a topographic map and have HW0516.an estimated accuracy of +/- 6 seconds. HW0516 HW0516.The NAVD 88 height was computed by applying the VERTCON shift value to HW0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW0516.The vertical order pertains to the superseded datum. HW0516 HW0516.The geoid height was determined by GEOID99. HW0516 HW0516; North East Units Estimated Accuracy HW0516;SPC VA S - 1,186,180. 3,510,950. MT (+/- 180 meters Scaled) HW0516 HW0516 SUPERSEDED SURVEY CONTROL HW0516 HW0516 NGVD 29 (10/07/03) 136.04 (m) 446.3 (f) RESET 3 HW0516 HW0516.Superseded values are not recommended for survey control. HW0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW0516.See file dsdata.txt to determine how the superseded data were derived. HW0516 HW0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC304102(NAD 83) HW0516_MARKER: DR = REFERENCE MARK DISK HW0516_SETTING: 0 = UNSPECIFIED SETTING HW0516_STAMPING: SHADWELL 2 NO 4 1968 BM RESET HW0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HW0516 HW0516 HISTORY - Date Condition Report By HW0516 HISTORY - 1968 MONUMENTED CGS HW0516 HW0516 STATION DESCRIPTION HW0516 HW0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 HW0516'5.1 MI E FROM CHARLOTTESVILLE. HW0516'FROM THE RIVANNA RIVER BRIDGE AT THE NORTHEAST EDGE OF HW0516'CHARLOTTESVILLE GO EAST ON U.S. HIGHWAY 250 FOR 4.2 MILES TO SIDE HW0516'ROAD LEFT. TURN LEFT ON COUNTY ROAD 731 FOR 0.8 MILE TO FORK. HW0516'TAKE RIGHT FORK FOR 0.1 MILE TO DRIVEWAY ON RIGHT. TURN RIGHT HW0516'AND GO SOUTHWEST FOR ABOUT 70 YARDS TO FENCE. MARK IS 27 FEET HW0516'SOUTH OF FENCE, 18 FEET EAST OF LARGE STUMP AND ALONG RIGHT HW0516'OF WAY OF INTERSTATE HIGHWAY 64. MARK IS FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GW0152 *********************************************************************** GW0152 DESIGNATION - X 106 RESET 1972 GW0152 PID - GW0152 GW0152 STATE/COUNTY- VA/ALBEMARLE GW0152 USGS QUAD - SIMEON (1974) GW0152 GW0152 *CURRENT SURVEY CONTROL GW0152 ___________________________________________________________________ GW0152* NAD 83(1986)- 37 59 29. (N) 078 24 03. (W) SCALED GW0152* NAVD 88 - 94.18 (+/-2cm) 309.0 (feet) VERTCON GW0152 ___________________________________________________________________ GW0152 GEOID HEIGHT- -32.34 (meters) GEOID99 GW0152 GW0152 VERT ORDER - THIRD (See Below) GW0152 GW0152.The horizontal coordinates were scaled from a topographic map and have GW0152.an estimated accuracy of +/- 6 seconds. GW0152 GW0152.The NAVD 88 height was computed by applying the VERTCON shift value to GW0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GW0152.The vertical order pertains to the superseded datum. GW0152 GW0152.The geoid height was determined by GEOID99. GW0152 GW0152; North East Units Estimated Accuracy GW0152;SPC VA S - 1,184,010. 3,508,710. MT (+/- 180 meters Scaled) GW0152 GW0152 SUPERSEDED SURVEY CONTROL GW0152 GW0152 NGVD 29 (10/07/03) 94.44 (m) 309.8 (f) RESET 3 GW0152 GW0152.Superseded values are not recommended for survey control. GW0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GW0152.See file dsdata.txt to determine how the superseded data were derived. GW0152 GW0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC282080(NAD 83) GW0152_MARKER: DB = BENCH MARK DISK GW0152_SETTING: 30 = CONC MONUMENT GW0152_STAMPING: X 106 RESET 1972 GW0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GW0152 GW0152 HISTORY - Date Condition Report By GW0152 HISTORY - 1972 MONUMENTED NGS GW0152 GW0152 STATION DESCRIPTION GW0152 GW0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 GW0152'1.9 MI S FROM SHADWELL. GW0152'ABOUT 1.9 MILES SOUTH ALONG SECONDARY STATE HIGHWAY 729 FROM THE GW0152'JUNCTION OF U.S. HIGHWAY 250 AT SHADWELL, 139 FEET SOUTH OF THE GW0152'CENTERLINE OF A DRIVEWAY, 17 FEET WEST OF THE CENTERLINE OF THE GW0152'ROAD AND 1.0 FOOT EAST OF FENCE LINE. MARK IS A CONCRETE MONUMENT GW0152'ABOUT 10 INCHES IN DIAMETER AND PROJECTS ABOUT 1 INCH. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW1009 *********************************************************************** HW1009 DESIGNATION - X 345 RESET 1964 HW1009 PID - HW1009 HW1009 STATE/COUNTY- VA/ALBEMARLE HW1009 USGS QUAD - CHARLOTTESVILLE WEST (1997) HW1009 HW1009 *CURRENT SURVEY CONTROL HW1009 ___________________________________________________________________ HW1009* NAD 83(1986)- 38 03 09. (N) 078 32 24. (W) SCALED HW1009* NAVD 88 - 185.36 (+/-2cm) 608.1 (feet) VERTCON HW1009 ___________________________________________________________________ HW1009 GEOID HEIGHT- -32.47 (meters) GEOID99 HW1009 HW1009 VERT ORDER - THIRD (See Below) HW1009 HW1009.The horizontal coordinates were scaled from a topographic map and have HW1009.an estimated accuracy of +/- 6 seconds. HW1009 HW1009.The NAVD 88 height was computed by applying the VERTCON shift value to HW1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW1009.The vertical order pertains to the superseded datum. HW1009 HW1009.The geoid height was determined by GEOID99. HW1009 HW1009; North East Units Estimated Accuracy HW1009;SPC VA S - 1,190,790. 3,496,490. MT (+/- 180 meters Scaled) HW1009 HW1009 SUPERSEDED SURVEY CONTROL HW1009 HW1009 NGVD 29 (10/07/03) 185.59 (m) 608.9 (f) RESET 3 HW1009 HW1009.Superseded values are not recommended for survey control. HW1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1009.See file dsdata.txt to determine how the superseded data were derived. HW1009 HW1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC158144(NAD 83) HW1009_MARKER: DB = BENCH MARK DISK HW1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW1009_STAMPING: X 345 RESET 1964 HW1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW1009+STABILITY: SURFACE MOTION HW1009 HW1009 HISTORY - Date Condition Report By HW1009 HISTORY - 1964 MONUMENTED CGS HW1009 HW1009 STATION DESCRIPTION HW1009 HW1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 HW1009'3.2 MI E FROM IVY. HW1009'3.2 MILES EAST ALONG U.S. HIGHWAY 250 FROM THE RAILROAD OVERPASS HW1009'AT IVY, AT THE JUNCTION OF A PAVED ROAD LEADING TO THE FARMINGTON HW1009'COUNTRY CLUB, 55 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY HW1009'250, 49 FEET SOUTHWEST OF THE CENTERLINE OF SIDE ROAD, 24 FEET HW1009'SOUTHEAST OF THE SOUTHEAST RAIL OF THE C AND O RAILROAD TRACKS, HW1009'3 FEET NORTHEAST OF A TELEGRAPH POLE AND 1.5 FEET SOUTHWEST OF HW1009'A WITNESS POST, SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES HW1009'IN DIAMETER, PROJECTS ABOUT 2 INCHES. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 HW1011 *********************************************************************** HW1011 DESIGNATION - Y 345 RESET 1959 HW1011 PID - HW1011 HW1011 STATE/COUNTY- VA/ALBEMARLE HW1011 USGS QUAD - CHARLOTTESVILLE WEST (1997) HW1011 HW1011 *CURRENT SURVEY CONTROL HW1011 ___________________________________________________________________ HW1011* NAD 83(1986)- 38 02 45. (N) 078 31 07. (W) SCALED HW1011* NAVD 88 - 167.55 (+/-2cm) 549.7 (feet) VERTCON HW1011 ___________________________________________________________________ HW1011 GEOID HEIGHT- -32.47 (meters) GEOID99 HW1011 HW1011 VERT ORDER - THIRD (See Below) HW1011 HW1011.The horizontal coordinates were scaled from a topographic map and have HW1011.an estimated accuracy of +/- 6 seconds. HW1011 HW1011.The NAVD 88 height was computed by applying the VERTCON shift value to HW1011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) HW1011.The vertical order pertains to the superseded datum. HW1011 HW1011.The geoid height was determined by GEOID99. HW1011 HW1011; North East Units Estimated Accuracy HW1011;SPC VA S - 1,190,050. 3,498,370. MT (+/- 180 meters Scaled) HW1011 HW1011 SUPERSEDED SURVEY CONTROL HW1011 HW1011 NGVD 29 (10/07/03) 167.78 (m) 550.5 (f) RESET 3 HW1011 HW1011.Superseded values are not recommended for survey control. HW1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HW1011.See file dsdata.txt to determine how the superseded data were derived. HW1011 HW1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQC177138(NAD 83) HW1011_MARKER: DD = SURVEY DISK HW1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HW1011_STAMPING: Y 345 RESET 1959 HW1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HW1011+STABILITY: SURFACE MOTION HW1011 HW1011 HISTORY - Date Condition Report By HW1011 HISTORY - 1959 MONUMENTED VADH HW1011 HW1011 STATION DESCRIPTION HW1011 HW1011'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1959 HW1011'1 MI W FROM CHARLOTTESVILLE. HW1011'1.0 MILE WEST ALONG U.S. HIGHWAY 250 FROM THE JUNCTION OF U.S. HW1011'HIGHWAY 29 AT THE NORTHWEST EDGE OF CHARLOTTESVILLE, 23 FEET HW1011'SOUTHWEST OF EDGE OF PAVEMENT OF U.S. HIGHWAY 250, 24 FEET HW1011'SOUTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING SOUTHWEST TO HW1011'THE COMMONWEALTH MOTOR COURT, 155 FEET NORTHEAST OF THE NORTHEAST HW1011'CORNER OF BRICK RESTAURANT AND GIFT SHOP, 1.0 FOOT SOUTHWEST OF HW1011'A ROCK WALL, 35 FEET SOUTHEAST OF A CULVERT UNDER U.S. HIGHWAY HW1011'250, 110 FEET SOUTHWEST OF THE SOUTH RAIL OF THE C. AND O. RY. HW1011'TRACKS, 14 FEET NORTHEAST OF A MANHOLE ON GAS LINE, 5 FEET HW1011'NORTHEAST OF A C. AND G.S. WITNESS SIGN, AND SET IN THE TOP OF HW1011'A CONCRETE POST.