1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FY0140 *********************************************************************** FY0140 DESIGNATION - BRACEY 2 RM 3 FY0140 PID - FY0140 FY0140 STATE/COUNTY- VA/MECKLENBURG FY0140 USGS QUAD - BRACEY (1979) FY0140 FY0140 *CURRENT SURVEY CONTROL FY0140 ___________________________________________________________________ FY0140* NAD 83(1986)- 36 35 57. (N) 078 08 53. (W) SCALED FY0140* NAVD 88 - 118.62 (meters) 389.2 (feet) RESET FY0140 ___________________________________________________________________ FY0140 GEOID HEIGHT- -32.96 (meters) GEOID99 FY0140 FY0140 VERT ORDER - THIRD FY0140 FY0140.The horizontal coordinates were scaled from a topographic map and have FY0140.an estimated accuracy of +/- 6 seconds. FY0140 FY0140.The orthometric height was computed from unverified reset data. FY0140.No vertical observational check was made to the station. FY0140 FY0140.The geoid height was determined by GEOID99. FY0140 FY0140; North East Units Estimated Accuracy FY0140;SPC VA S - 1,029,560. 3,531,490. MT (+/- 180 meters Scaled) FY0140 FY0140 SUPERSEDED SURVEY CONTROL FY0140 FY0140 NGVD 29 (??/??/??) 118.96 (m) 390.3 (f) RESET 3 FY0140 FY0140.Superseded values are not recommended for survey control. FY0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0140.See file dsdata.txt to determine how the superseded data were derived. FY0140 FY0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA551541(NAD 83) FY0140_MARKER: DR = REFERENCE MARK DISK FY0140_SETTING: 0 = UNSPECIFIED SETTING FY0140_STAMPING: BRACEY 2 NO 3 1965 FY0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FY0140 FY0140 HISTORY - Date Condition Report By FY0140 HISTORY - 1965 MONUMENTED CGS FY0140 FY0140 STATION DESCRIPTION FY0140 FY0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 FY0140'0.2 MI W FROM BRACEY. FY0140'LOCATED AT BRACEY 2 STATION SITE. THE MARK IS 62.0 FEET SOUTHWEST FY0140'OF A POWERLINE POLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FY0141 *********************************************************************** FY0141 DESIGNATION - BRACEY 2 RM 4 FY0141 PID - FY0141 FY0141 STATE/COUNTY- VA/MECKLENBURG FY0141 USGS QUAD - BRACEY (1979) FY0141 FY0141 *CURRENT SURVEY CONTROL FY0141 ___________________________________________________________________ FY0141* NAD 83(1986)- 36 35 57. (N) 078 08 53. (W) SCALED FY0141* NAVD 88 - 119.55 (meters) 392.2 (feet) RESET FY0141 ___________________________________________________________________ FY0141 GEOID HEIGHT- -32.96 (meters) GEOID99 FY0141 FY0141 VERT ORDER - THIRD FY0141 FY0141.The horizontal coordinates were scaled from a topographic map and have FY0141.an estimated accuracy of +/- 6 seconds. FY0141 FY0141.The orthometric height was computed from unverified reset data. FY0141.No vertical observational check was made to the station. FY0141 FY0141.The geoid height was determined by GEOID99. FY0141 FY0141; North East Units Estimated Accuracy FY0141;SPC VA S - 1,029,560. 3,531,490. MT (+/- 180 meters Scaled) FY0141 FY0141 SUPERSEDED SURVEY CONTROL FY0141 FY0141 NGVD 29 (??/??/??) 119.89 (m) 393.3 (f) RESET 3 FY0141 FY0141.Superseded values are not recommended for survey control. FY0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0141.See file dsdata.txt to determine how the superseded data were derived. FY0141 FY0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA551541(NAD 83) FY0141_MARKER: DR = REFERENCE MARK DISK FY0141_SETTING: 0 = UNSPECIFIED SETTING FY0141_STAMPING: BRACEY 2 NO 4 1965 FY0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FY0141 FY0141 HISTORY - Date Condition Report By FY0141 HISTORY - 1965 MONUMENTED CGS FY0141 FY0141 STATION DESCRIPTION FY0141 FY0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 FY0141'0.2 MI W FROM BRACEY. FY0141'LOCATED AT BRACEY 2 STATION SITE. THE MARK IS 24.0 FEET NORTHWEST FY0141'OF A POWERLINE POLE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 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 (10/07/03) 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 = NOVEMBER 3, 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 (10/07/03) 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 = NOVEMBER 3, 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 (10/07/03) 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 = NOVEMBER 3, 2003 FY0155 *********************************************************************** FY0155 DESIGNATION - PASCHAL RESET FY0155 PID - FY0155 FY0155 STATE/COUNTY- VA/MECKLENBURG FY0155 USGS QUAD - BRACEY (1979) FY0155 FY0155 *CURRENT SURVEY CONTROL FY0155 ___________________________________________________________________ FY0155* NAD 83(1993)- 36 32 39.74037(N) 078 09 29.08431(W) ADJUSTED FY0155* NAVD 88 - 97.321 (meters) 319.29 (feet) ADJUSTED FY0155 ___________________________________________________________________ FY0155 X - 1,052,802.832 (meters) COMP FY0155 Y - -5,021,127.333 (meters) COMP FY0155 Z - 3,776,929.843 (meters) COMP FY0155 LAPLACE CORR- -3.61 (seconds) DEFLEC99 FY0155 ELLIP HEIGHT- 64.30 (meters) (03/27/03) GPS OBS FY0155 GEOID HEIGHT- -33.07 (meters) GEOID99 FY0155 DYNAMIC HT - 97.243 (meters) 319.04 (feet) COMP FY0155 MODELED GRAV- 979,823.0 (mgal) NAVD 88 FY0155 FY0155 HORZ ORDER - SECOND FY0155 VERT ORDER - SECOND CLASS 0 FY0155 ELLP ORDER - FOURTH CLASS II FY0155 FY0155.The horizontal coordinates were established by classical geodetic methods FY0155.and adjusted by the National Geodetic Survey in March 2003. FY0155 FY0155.The orthometric height was determined by differential leveling FY0155.and adjusted by the National Geodetic Survey in June 1991. FY0155 FY0155.The X, Y, and Z were computed from the position and the ellipsoidal ht. FY0155 FY0155.The Laplace correction was computed from DEFLEC99 derived deflections. FY0155 FY0155.The ellipsoidal height was determined by GPS observations FY0155.and is referenced to NAD 83. FY0155 FY0155.The geoid height was determined by GEOID99. FY0155 FY0155.The dynamic height is computed by dividing the NAVD 88 FY0155.geopotential number by the normal gravity value computed on the FY0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY0155.degrees latitude (g = 980.6199 gals.). FY0155 FY0155.The modeled gravity was interpolated from observed gravity values. FY0155 FY0155; North East Units Scale Converg. FY0155;SPC VA S - 1,023,475.628 3,530,616.989 MT 1.00004778 +0 12 27.1 FY0155;SPC NC - 310,328.302 684,995.487 MT 1.00012735 +0 29 09.4 FY0155;UTM 17 - 4,048,088.550 754,394.303 MT 1.00039741 +1 41 35.2 FY0155 FY0155: Primary Azimuth Mark Grid Az FY0155:SPC VA S - PASCHAL AZ MK 2 091 07 55.2 FY0155:SPC NC - PASCHAL AZ MK 2 090 51 12.9 FY0155:UTM 17 - PASCHAL AZ MK 2 089 38 47.1 FY0155 FY0155|---------------------------------------------------------------------| FY0155| PID Reference Object Distance Geod. Az | FY0155| dddmmss.s | FY0155| DC5807 PASCHAL RM 1 AZIMUTH 0863909.7 | FY0155| FY2511 AIRWAY BEACON 47 APPROX. 9.0 KM 0874355.3 | FY0155| DC5806 PASCHAL AZ MK 2 0912022.3 | FY0155| DC5810 PASCHAL RM 6 33.178 METERS 14046 | FY0155| FY3797 PASCHAL AZ MK 467.626 METERS 1694449.1 | FY0155| DC5805 PASCHAL AZ MK 1792227.2 | FY0155| AB6777 PASCHAL RM 8 27.238 METERS 18933 | FY0155| DC5809 PASCHAL RM 5 31.297 METERS 21422 | FY0155| FY0156 PASCHAL RM 4 20.806 METERS 22804 | FY0155| DC5808 PASCHAL RM 2 22.921 METERS 23203 | FY0155| AI9599 PASCHAL RM 7 29231 | FY0155| FY0154 PASCHAL RM 3 32.950 METERS 31012 | FY0155|---------------------------------------------------------------------| FY0155 FY0155 SUPERSEDED SURVEY CONTROL FY0155 FY0155 NAD 83(1993)- 36 32 39.74190(N) 078 09 29.08605(W) AD( ) 2 FY0155 ELLIP H (09/08/95) 64.33 (m) GP( ) 4 2 FY0155 NAD 83(1986)- 36 32 39.73872(N) 078 09 29.09470(W) AD( ) 2 FY0155 NAD 27 - 36 32 39.22100(N) 078 09 30.11700(W) AD( ) 2 FY0155 NGVD 29 (??/??/92) 97.642 (m) 320.35 (f) ADJ UNCH 2 0 FY0155 FY0155.Superseded values are not recommended for survey control. FY0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY0155.See file dsdata.txt to determine how the superseded data were derived. FY0155 FY0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5439448089(NAD 83) FY0155_MARKER: DS = TRIANGULATION STATION DISK FY0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY0155_STAMPING: PASCHAL 1933 1959 FY0155_MARK LOGO: CGS FY0155_MAGNETIC: O = OTHER; SEE DESCRIPTION FY0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY0155+STABILITY: SURFACE MOTION FY0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FY0155+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 FY0155 FY0155 HISTORY - Date Condition Report By FY0155 HISTORY - 1933 MONUMENTED CGS FY0155 HISTORY - 1937 GOOD CGS FY0155 HISTORY - 1959 SEE DESCRIPTION CGS FY0155 HISTORY - 1960 GOOD NGS FY0155 HISTORY - 1969 GOOD CGS FY0155 HISTORY - 19880101 GOOD NCGS FY0155 HISTORY - 19990301 GOOD NCGS FY0155 HISTORY - 20030911 GOOD VADOT FY0155 FY0155 STATION DESCRIPTION FY0155 FY0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) FY0155'ABOUT 10 MILES NORTH OF WARRENTON, 15-1/2 MILES WEST-NORTHWEST OF FY0155'LITTLETON, AND ON VIRGINIA-NORTH CAROLINA STATE LINE NEAR PASCHALL FY0155'RAILROAD STATION. TO REACH FROM WISE, GO NORTH 0.55 MILE ON ROUTE FY0155'1 FROM ROCHELLE STANDARD GAS STATION, TURN EAST ONTO GRAVEL ROAD AT FY0155'ARROWS PASCHALL 4 MILES-OAKVILLE 5 MILES, AND CONTINUE 3.5 MILES FY0155'OR 0.1 MILE BEYOND PASCHALL RAILROAD STATION TO T-ROAD JUNCTION FY0155'AND STATION SITE. STATION IS ABOUT 50 YARDS EAST OF T-ROAD FY0155'JUNCTION, 34 FEET NORTH OF CENTER LINE OF ROAD, 78 FEET NORTHEAST FY0155'OF PINE WHICH STANDS ON SOUTHEAST CORNER OF T-ROAD INTERSECTION, FY0155'25 FEET NORTHWEST OF WOODEN-FENCE CORNER, 60 FEET SOUTH OF OLD FY0155'WELL, 82 FEET SOUTH OF WOOD FENCE, AND 89 FEET SOUTHEAST OF THE FY0155'MOST EASTERLY OF TWO 15-INCH PINE TREES AT GATE IN FENCE. SURFACE FY0155'AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN FY0155'CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. FY0155'NO. 1 IS ABOUT 75 YARDS NORTH OF SOUTHEAST CORNER OF FY0155'FIELD (OR NORTHWEST CORNER OF T-ROAD WHICH LEADS TO FERRY), 10 FY0155'PACES WEST OF CENTER LINE OF FERRY ROAD, IN EDGE OF CULTIVATED FY0155'FIELD, AND APPROXIMATELY THREE-FOURTHS MILE FROM STATION FY0155'N 86 DEG 40 MIN E. NO.2 IS 2 FEET NORTH OF WIRE FENCE, 5 FEET FY0155'EAST OF PINE IN SOUTHEAST CORNER OF T-ROAD, 15 FEET SOUTH OF FY0155'CENTER LINE OF ROAD, 82 FEET SOUTHWEST OF LARGE OAK ON NORTH SIDE OF FY0155'ROAD, AND 75.2 FEET FROM STATION S 52 DEG 04 MIN E. NO. 3 IS FY0155'38 FEET WEST OF THE MOST EASTERLY OF PINES AT GATE IN FENCE, 2 FEET FY0155'SOUTH OF FENCE, 63 FEET EAST OF STONE GATEPOST, 5 PACES SOUTH OF FY0155'SOUTHWEST CORNER OF SMALL ARTIFICIAL POND, 21 PACES NORTHEAST OF FY0155'LARGE OAK, 27 PACES NORTH OF CENTER LINE OF ROAD, AND 108.1 FEET FY0155'FROM STATION N 49 DEG 48 MIN W. FY0155 FY0155 STATION RECOVERY (1937) FY0155 FY0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (HHM) FY0155'MR. H. H. MULL, OF THE STATE HIGHWAY AND PUBLIC WORKS COMMISSION, FY0155'INFORMED ME THAT HE VISITED THIS MONUMENT YESTERDAY, APRIL 22, 1937, FY0155'AND FOUND THE STATION MONUMENT INTACT. HE DID NOT EXAMINE THE FY0155'REFERENCE MARKS. FY0155 FY0155 STATION RECOVERY (1959) FY0155 FY0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCC) FY0155'REFERENCE MARK NO. 3 WAS RECOVERED AS DESCRIBED. REFERENCE MARKS NO. FY0155'1 AND NO. 2 WERE DESTROYED THERFORE A NEW AZIMUTH MARK AND REFERENCE FY0155'MARK NO. 4 WERE ESTABLISHED. THE STATION SURFACE MARK APPEARED TO FY0155'HAVE BEEN DISTURBED SO A NEW SURFACE MARK WAS SET. A NEW FY0155'DESCRIPTION FOLLOWS. FY0155' FY0155'STATION IS LOCATED ABOUT 13.5 MILES SOUTH OF SOUTH HILL, 10.0 MILES FY0155'NORTH OF WARRENTON, 3.0 MILES EAST OF U. S. HIGHWAY 1 AND ON THE FY0155'VIRGINIA - NORTH CAROLINA STATE LINE NEAR THE PASCHALL RAILROAD FY0155'STATION. IT IS ON THE PROPERTY OF MR. F. P. MABRY 87.5 FEET EAST FY0155'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 49.0 FEET SOUTH FY0155'OF THE SOUTHEAST CORNER OF A TOBACCO BARN, 33.0 FEET NORTH OF THE FY0155'CENTERLINE OF COUNTY ROUTE 712, 26.0 FEET NORTHWEST OF A FENCE FY0155'CORNER AND 3.5 FEET OF A METAL WITNESS POST. STATION, STAMPED FY0155'PASCHAL 1933 1959, IS A STANDARD USG AND GS BRONZE DISK SET IN THE FY0155'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE FY0155'GROUND. FY0155' FY0155'STATION IS REACHED AS FOLLOWS-- FROM THE JUNCTION OF U. S. HIGHWAYS FY0155'58 AND 1, SOUTHWEST OF SOUTH HILL, GO SOUTH ON U. S. HIGHWAY 1 FOR FY0155'6.6 MILES TO WHITLEYS ESSO SERVICE STATION AT CROSS ROAD. TURN FY0155'LEFT AND GO SOUTHEAST ON COUNTY ROUTE 712 FOR 3.2 MILES TO A SIDE FY0155'ROAD ON THE RIGHT AND A COUNTRY STORE AND STATION ON THE LEFT FY0155'(NORTH) SIDE OF ROAD. FY0155' FY0155'R.M. 3 IS 24.5 FEET WEST OF A 26 INCH PINE TREE, 24.0 FEET NORTHEAST FY0155'OF THE NORTHEAST CORNER OF THE STORE, 6.7 FEET NORTH OF A WELL AND FY0155'2.6 FEET SOUTH OF A WIRE FENCE. REFERENCE MARK NO. 3, STAMPED PASCHAL FY0155'NO 3 1933 PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE FY0155'SAME ELEVATION AS THE STATION. FY0155' FY0155'R. M. 4 IS 81.0 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH PAVED FY0155'ROAD, 68.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STORE, 15.0 FY0155'FEET SOUTH OF THE CENTERLINE OF COUNTY ROUTE 712 AND 13 FEET EAST FY0155'OF A 24 INCH PINE TREE. REFERENCE MARK NO. 4, STAMPED PASCHAL NO 4 FY0155'1933 1959 PROJECTS ABOUT 2 INCHES AND IS ABOUT 1 FOOT ABOVE FY0155'STATION ELEVATION. FY0155' FY0155'AZIMUTH MARK IS 58.0 FEET WEST OF THE CENTERLINE OF A PAVED ROAD, FY0155'40.5 FEET EAST OF THE EAST RAIL OF THE MAIN RAILROAD TRACK, 30.0 FEET FY0155'NORTH OF THE CENTERLINE OF A DRIVEWAY, 9.5 FEET EAST OF THE EAST RAIL FY0155'OF RAILROAD SIDING AND 3.0 FEET NORTHWEST OF A METAL WITNESS FY0155'POST. THE AZIMUTH MARK IS STAMPED PASCHAL 1933 1959 AND IS SET FY0155'FLUSH WITH THE GROUND. FY0155 FY0155 STATION RECOVERY (1960) FY0155 FY0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 FY0155'4.7 MI S FROM BRACEY. FY0155'4.6 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM THE FY0155'STATION AT BRACEY, THENCE ABOUT 0.1 MILE EAST ALONG ROAD 712 FY0155'FOLLOWING THE VIRGINIA - NORTH CAROLINA STATE LINE, 0.1 MILE FY0155'EAST-NORTHEAST OF THE CROSSING OF THE SEABOARD AIR LINE RAILWAY AND FY0155'WOODEN POLE HIGH POWER LINE, AT THE VIRGINIA - NORTH CAROLINA STATE FY0155'LINE, 34 FEET NORTH OF ROAD 712, 133 FEET NORTH-NORTHEAST OF THE FY0155'JUNCTION OF ROAD 712 AND BLACK TOP ROAD 1300 LEADING SOUTH INTO FY0155'NORTH CAROLINA, 86 FEET EAST OF THE SOUTHEAST PORCH CORNER OF A FY0155'ASBESTOS SIDING STORE BUILDING, 108.1 FEET SOUTHEAST OF R M 3, FY0155'68.3 FEET NORTHEAST OF R M 4, 3 1/2 FEET SOUTHEAST OF A STEEL FY0155'WITNESS POST, ABOUT 1/2 FOOT ABOVE THE LEVEL OF ROAD 712, AND SET FY0155'IN TOP OF A CONCRETE POST FLUSH WITH THE GROUND. ALSO ABOUT 0.2 FY0155'MILE NORTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE CROSSING FY0155'OF A SMALL ROAD AT PASCHALL, WARREN COUNTY, NORTH CAROLINA, THENCE FY0155'ABOUT 0.1 MILE EAST ALONG ROAD 712. FY0155 FY0155 STATION RECOVERY (1969) FY0155 FY0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ) FY0155'THE STATION MARK AND REFERENCE MARK 3 WERE RECOVERED. THE STATION IS FY0155'IN VIRGINIA INSTEAD OF NORTH CAROLINA AS PREVIOUSLY DESCRIBED. THE FY0155'DISTANCE AND DIRECTION TO REFERENCE MARK 3 WAS NOT CHECKED BECAUSE FY0155'OF A BUILDING ON LINE. REFERENCE MARKS 5, 6 AND AN AZIMUTH MARK WERE FY0155'ESTABLISHED. FOLLOWING IS A NEW COMPLETE DESCRIPTION. FY0155' FY0155'THE STATION IS ABOUT 4-1/2 MILES NORTHWEST OF OAKVILLE, 3-3/4 MILES FY0155'NORTH OF WISE AND 1/2 MILE NORTHWEST OF PASCHALL, NEAR THE FY0155'VIRGINIA-NORTH CAROLINA STATE LINE AND ON PROPERTY OWNED BY FY0155'VIRGINIA THOMPSON. FY0155' FY0155'TO REACH THE STATION FROM THE POST OFFICE IN WISE, GO NORTH ON U.S. FY0155'HIGHWAY 1 FOR 0.4 MILE TO A CROSSROAD AND A CHURCH IN THE NORTHEAST FY0155'ANGLE OF THE ROADS. TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.45 FY0155'MILE TO A PAVED SIDE ROAD LEFT. TURN LEFT AND GO NORTH ON PAVED ROAD FY0155'FOR 3.5 MILES TO A T-ROAD JUNCTION, THE VIRGINIA STATE LINE AND FY0155'THE STATION. TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN FY0155'RIGHT AND GO EAST ON GRAVELED ROAD FOR 0.8 MILE TO A GATE AND THE FY0155'MARK ON THE LEFT. FY0155' FY0155'STATION MARK IS A STANDARD DISK, STAMPED PASCHAL 1933 1959, SET IN FY0155'THE TOP OF A 12 INCH SQUARE CONCRETE POST, THAT IS FLUSH WITH THE FY0155'GROUND SURFACE. IT IS 76.0 FEET EAST-SOUTHEAST OF THE SOUTHEAST FY0155'CORNER OF A COUNTRY STORE, 54.0 FEET NORTH OF THE CENTERLINE OF A FY0155'GRAVELED ROAD, 4.7 FEET SOUTH-SOUTHWEST OF A FENCE AND 4.3 FEET FY0155'SOUTH OF A WITNESS POST. FY0155' FY0155'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED PASCHAL NO 3, SET IN THE FY0155'TOP OF A 12 INCH SQUARE CONCRETE POST, THAT PROJECTS 3 INCHES ABOVE FY0155'THE GROUND. IT IS 21.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF FY0155'THE COUNTRY STORE, 7.0 FEET WEST OF THE NORTHWEST CORNER OF A SMALL FY0155'BUILDING, 3.0 FEET SOUTH OF A FENCE AND 3.0 FEET NORTH OF A FY0155'SMALL BLOCK BUILDING. FY0155' FY0155'REFERENCE MARK 5 IS A STANDARD DISK, STAMPED PASCHAL NO 5 1933 1959 FY0155'1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN FY0155'DIAMETER, THAT PROJECTS 6 INCHES ABOVE THE GROUND. IT IS 81.0 FEET FY0155'SOUTHEAST OF THE CENTERLINE OF THE JUNCTION OF ROADS, 68.0 FEET EAST FY0155'OF THE CENTERLINE OF A PAVED ROAD, 33.0 FEET SOUTH OF THE FY0155'CENTERLINE OF A GRAVELED ROAD, 3.5 FEET EAST OF A POWER LINE POLE FY0155'AND ABOUT THE SAME ELEVATION AS THE STATION. FY0155' FY0155'REFERENCE MARK 6 IS A STANDARD DISK, STAMPED PASCHALL NO 6 1933 1959 FY0155'1968, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN FY0155'DIAMETER, THAT PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 129.8 FEET FY0155'EAST OF A POWER LINE POLE, 111.0 FEET SOUTHEAST OF A WITNESS POST, FY0155'29.0 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD AND ABOUT FY0155'THE SAME ELEVATION AS THE STATION. FY0155' FY0155'AZIMUTH MARK IS A STANDARD DISK, STAMPED PASCHAL 1933 1959 1968, SET FY0155'IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS FY0155'FLUSH WITH THE GROUND SURFACE. IT IS 48.0 FEET NORTH OF THE FY0155'CENTERLINE OF A GRAVELED ROAD, 20.0 FEET NORTHWEST OF THE CENTERLINE FY0155'OF A FIELD ROAD, 6.2 FEET NORTHEAST OF A WITNESS POST AND 4.0 FEET FY0155'SOUTH OF THE WEST GATE POST OF A BOARD GATE. FY0155 FY0155 STATION RECOVERY (1988) FY0155 FY0155'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 FY0155'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. A COMPLETE FY0155'NEW DESCRIPTION FOLLOWS. FY0155'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE MARKS 3, FY0155'5, AND 6 WERE DESTROYED BY GRADING. AZIMUTH MARK 1968 RECOVERED IN FY0155'GOOD CONDITION BUT LINE OF SIGHT BLOCKED. REFERENCE MARKS 7, 8, AND FY0155'AZIMUTH MARK 1988 ESTABLISHED. FY0155'THE STATION IS LOCATED ON THE NORTH CAROLINA-VIRGINIA STATELINE, ABOUT FY0155'2 MILES EAST OF I 85, IN THE PASCHALL COMMUNITY, AT THE INTERSECTION FY0155'OF SR 1300 AND SR 1307, ON PROPERTY OWNED BY ENVIRONMENTAL FY0155'DIAGNOSTICS, IN A PASTURE SURROUNDED BY A CHAIN LINK FENCE. FY0155'PASCHAL AZ MK 1988 IS O.5 KM (0.30 MI) SOUTH ALONG SR 1300 AND BETWEEN FY0155'THE ROAD AND A CHAIN LINK FENCE. FY0155'THE STATION MARK IS A CGS DISK STAMPED---PASCHAL 1933 1959---, SET FY0155'INTO TOP OF A SQUARE CONCRETE MONUMENT. LOCATED 16.2 METERS (53.0 FY0155'FEET) NORTH-NORTHEAST OF THE CENTERLINE OF SR 1307, 2.9 METERS (9.6 FY0155'FEET) NORTH-NORTHEAST OF CHAIN LINK FENCE, 47.7 METERS (156.5 FEET) FY0155'SOUTHEAST OF SOUTHEAST CORNER OF EAST STONE COLUMN, AND 10.1 METERS FY0155'(33.2 FEET) SOUTHWEST OF 12-INCH GUM WITH REFERENCE TAG. FY0155 FY0155 STATION RECOVERY (1999) FY0155 FY0155'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) FY0155'RECOVERED AS DESCRIBED. FY0155 FY0155 STATION RECOVERY (2003) FY0155 FY0155'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2003 (JCA) FY0155'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AB6777 *********************************************************************** AB6777 DESIGNATION - PASCHAL RM 8 AB6777 PID - AB6777 AB6777 STATE/COUNTY- VA/MECKLENBURG AB6777 USGS QUAD - BRACEY (1979) AB6777 AB6777 *CURRENT SURVEY CONTROL AB6777 ___________________________________________________________________ AB6777* NAD 83(1993)- 36 32 38.86899(N) 078 09 29.26609(W) ADJUSTED AB6777* NAVD 88 - 97.353 (meters) 319.40 (feet) ADJUSTED AB6777 ___________________________________________________________________ AB6777 X - 1,052,801.694 (meters) COMP AB6777 Y - -5,021,143.938 (meters) COMP AB6777 Z - 3,776,908.281 (meters) COMP AB6777 LAPLACE CORR- -3.61 (seconds) DEFLEC99 AB6777 ELLIP HEIGHT- 64.33 (meters) (01/30/03) GPS OBS AB6777 GEOID HEIGHT- -33.07 (meters) GEOID99 AB6777 DYNAMIC HT - 97.274 (meters) 319.14 (feet) COMP AB6777 MODELED GRAV- 979,823.0 (mgal) NAVD 88 AB6777 AB6777 HORZ ORDER - B AB6777 VERT ORDER - SECOND CLASS II AB6777 ELLP ORDER - FOURTH CLASS II AB6777 AB6777.The horizontal coordinates were established by GPS observations AB6777.and adjusted by the National Geodetic Survey in January 2003. AB6777 AB6777.The orthometric height was determined by differential leveling AB6777.and adjusted by the National Geodetic Survey in March 2001. AB6777 AB6777.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB6777 AB6777.The Laplace correction was computed from DEFLEC99 derived deflections. AB6777 AB6777.The ellipsoidal height was determined by GPS observations AB6777.and is referenced to NAD 83. AB6777 AB6777.The geoid height was determined by GEOID99. AB6777 AB6777.The dynamic height is computed by dividing the NAVD 88 AB6777.geopotential number by the normal gravity value computed on the AB6777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB6777.degrees latitude (g = 980.6199 gals.). AB6777 AB6777.The modeled gravity was interpolated from observed gravity values. AB6777 AB6777; North East Units Scale Converg. AB6777;SPC VA S - 1,023,448.750 3,530,612.565 MT 1.00004784 +0 12 27.0 AB6777;UTM 17 - 4,048,061.558 754,390.576 MT 1.00039738 +1 41 35.1 AB6777 AB6777 SUPERSEDED SURVEY CONTROL AB6777 AB6777 NAD 83(1986)- 36 32 38.87122(N) 078 09 29.27518(W) AD( ) 1 AB6777 NAD 83(1993)- 36 32 38.86948(N) 078 09 29.26573(W) AD( ) B AB6777 ELLIP H (09/11/96) 64.33 (m) GP( ) 4 1 AB6777 AB6777.Superseded values are not recommended for survey control. AB6777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB6777.See file dsdata.txt to determine how the superseded data were derived. AB6777 AB6777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQA5439148062(NAD 83) AB6777_MARKER: DH = HORIZONTAL CONTROL DISK AB6777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB6777_STAMPING: PASCHAL NO 8 1988 AB6777_MARK LOGO: NGS AB6777_MAGNETIC: O = OTHER; SEE DESCRIPTION AB6777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB6777+STABILITY: SURFACE MOTION AB6777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB6777+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2003 AB6777 AB6777 HISTORY - Date Condition Report By AB6777 HISTORY - 1988 MONUMENTED NCGS AB6777 HISTORY - UNK SEE DESCRIPTION AB6777 HISTORY - 19950207 GOOD NCGS AB6777 HISTORY - 19990301 GOOD NCGS AB6777 HISTORY - 20000301 GOOD NGS AB6777 HISTORY - 20020410 GOOD RSA AB6777 HISTORY - 20030911 GOOD VADOT AB6777 AB6777 STATION DESCRIPTION AB6777 AB6777'DESCRIBED UNK AB6777'RECOVERED AS DESCRIBED. AB6777 AB6777 STATION RECOVERY (1995) AB6777 AB6777'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) AB6777'STATION IS LOCATED ON THE NORTH CAROLINA-VIRGINIA STATE LINE, ABOUT 2 AB6777'MI (3.2 KM) EAST OF I-85, IN THE PASCHALL COMMUNITY. AT THE AB6777'INTERSECTION OF SR 1300 (PASCHALL STATION ROAD) AND SR 1307 (DR PEETE AB6777'ROAD), IN THE SOUTHEAST QUADRANT. MARK IS FLUSH WITH GROUND. LOCATED AB6777'109.5 FT (33.4 M) EAST OF THE CENTERLINE OF SR 1300, 37.0 FT (11.3 M) AB6777'SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1307, 4.4 FT (1.3 M) WEST OF AB6777'CHAIN LINK FENCE POST--AND 46.7 FT (14.2 M) EAST OF POWER POLE, 41.0 AB6777'FT (12.5 M) NORTH-NORTHWEST OF TRANSMISSION LINE POLE NO. 22--BOTH AB6777'WITH REFERENCE TAGS. AB6777 AB6777 STATION RECOVERY (1999) AB6777 AB6777'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (EWB) AB6777'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. MARK IS AB6777'LOCATED 34.0 FT (10.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SR 1307 AB6777'AND 123.0 FT (37.5 M) EAST-SOUTHEAST OF THE CENTERLINE INTERSECTION OF AB6777'SR 1300 AND SR 1307. AB6777 AB6777 STATION RECOVERY (2000) AB6777 AB6777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (ED) AB6777'RECOVERED AS DESCRIBED. AB6777 AB6777 STATION RECOVERY (2002) AB6777 AB6777'RECOVERY NOTE BY ROUSE-SIRINE ASSOCIATES 2002 (DWS) AB6777'RECOVERED IN GOOD CONDITION. AB6777 AB6777 STATION RECOVERY (2003) AB6777 AB6777'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2003 (JCA) AB6777'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 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 (10/07/03) 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 = NOVEMBER 3, 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 (10/07/03) 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 = NOVEMBER 3, 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 (10/07/03) 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.