1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA3271 *********************************************************************** GA3271 DESIGNATION - ALEX AZ MK 2 GA3271 PID - GA3271 GA3271 STATE/COUNTY- VA/RUSSELL GA3271 USGS QUAD - LEBANON (1991) GA3271 GA3271 *CURRENT SURVEY CONTROL GA3271 ___________________________________________________________________ GA3271* NAD 83(1993)- 36 54 29.82590(N) 082 02 32.24982(W) ADJUSTED GA3271* NAVD 88 - 599.30 (meters) 1966.2 (feet) RESET GA3271 ___________________________________________________________________ GA3271 LAPLACE CORR- 1.42 (seconds) DEFLEC99 GA3271 GEOID HEIGHT- -30.74 (meters) GEOID99 GA3271 GA3271 HORZ ORDER - SECOND GA3271 VERT ORDER - THIRD GA3271 GA3271.The horizontal coordinates were established by classical geodetic methods GA3271.and adjusted by the National Geodetic Survey in December 1995. GA3271 GA3271.The orthometric height was computed from unverified reset data. GA3271.No vertical observational check was made to the station. GA3271 GA3271.The Laplace correction was computed from DEFLEC99 derived deflections. GA3271 GA3271.The geoid height was determined by GEOID99. GA3271 GA3271; North East Units Scale Converg. GA3271;SPC VA S - 1,069,726.714 3,184,397.636 MT 0.99997731 -2 08 59.7 GA3271;UTM 17 - 4,085,205.419 407,148.283 MT 0.99970621 -0 37 33.5 GA3271 GA3271: Primary Azimuth Mark Grid Az GA3271:SPC VA S - ALEX 097 57 18.2 GA3271:UTM 17 - ALEX 096 25 52.0 GA3271 GA3271|---------------------------------------------------------------------| GA3271| PID Reference Object Distance Geod. Az | GA3271| dddmmss.s | GA3271| GA0351 ALEX AZ MK 38.426 METERS 07432 | GA3271| GA3333 ALEX APPROX. 1.5 KM 0954818.5 | GA3271|---------------------------------------------------------------------| GA3271 GA3271 SUPERSEDED SURVEY CONTROL GA3271 GA3271 NAD 83(1993)- 36 54 29.82390(N) 082 02 32.25104(W) AD( ) 2 GA3271 NAD 83(1986)- 36 54 29.84124(N) 082 02 32.25195(W) AD( ) 2 GA3271 NAD 27 - 36 54 29.44923(N) 082 02 32.79132(W) AD( ) 2 GA3271 NGVD 29 (10/07/03) 599.42 (m) 1966.6 (f) RESET 3 GA3271 GA3271.Superseded values are not recommended for survey control. GA3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA3271.See file dsdata.txt to determine how the superseded data were derived. GA3271 GA3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA0714885205(NAD 83) GA3271_MARKER: DZ = AZIMUTH MARK DISK GA3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GA3271_STAMPING: ALEX 1963 AZ 2 1975 GA3271_PROJECTION: FLUSH GA3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GA3271+STABILITY: SURFACE MOTION GA3271 GA3271 HISTORY - Date Condition Report By GA3271 HISTORY - 1975 MONUMENTED NGS GA3271 GA3271 STATION DESCRIPTION GA3271 GA3271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 GA3271'2.2 MI NE FROM LEBANON. GA3271'2.2 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE GA3271'IN LEBANON, ACROSS THE HIGHWAY FROM A CEMETARY, 74 FEET WEST OF GA3271'THE CENTERLINE OF A DRIVEWAY, 67 FEET EAST OF UTILITY POLE NUMBER GA3271'683 1501, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND 8 GA3271'FEET SOUTH OF A CABLE FENCE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA0363 *********************************************************************** GA0363 DESIGNATION - B 434 RESET 1973 GA0363 PID - GA0363 GA0363 STATE/COUNTY- VA/RUSSELL GA0363 USGS QUAD - HANSONVILLE (1978) GA0363 GA0363 *CURRENT SURVEY CONTROL GA0363 ___________________________________________________________________ GA0363* NAD 83(1986)- 36 50 28. (N) 082 08 14. (W) SCALED GA0363* NAVD 88 - 694.53 (+/-2cm) 2278.6 (feet) VERTCON GA0363 ___________________________________________________________________ GA0363 GEOID HEIGHT- -30.78 (meters) GEOID99 GA0363 GA0363 VERT ORDER - THIRD (See Below) GA0363 GA0363.The horizontal coordinates were scaled from a topographic map and have GA0363.an estimated accuracy of +/- 6 seconds. GA0363 GA0363.The NAVD 88 height was computed by applying the VERTCON shift value to GA0363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0363.The vertical order pertains to the superseded datum. GA0363 GA0363.The geoid height was determined by GEOID99. GA0363 GA0363; North East Units Estimated Accuracy GA0363;SPC VA S - 1,062,600. 3,175,660. MT (+/- 180 meters Scaled) GA0363 GA0363 SUPERSEDED SURVEY CONTROL GA0363 GA0363 NGVD 29 (10/07/03) 694.64 (m) 2279.0 (f) RESET 3 GA0363 GA0363.Superseded values are not recommended for survey control. GA0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0363.See file dsdata.txt to determine how the superseded data were derived. GA0363 GA0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA986778(NAD 83) GA0363_MARKER: DD = SURVEY DISK GA0363_SETTING: 66 = SET IN ROCK OUTCROP GA0363_STAMPING: B 434 RESET 1973 GA0363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GA0363+STABILITY: POSITION/ELEVATION WELL GA0363 GA0363 HISTORY - Date Condition Report By GA0363 HISTORY - 1973 MONUMENTED VADH GA0363 GA0363 STATION DESCRIPTION GA0363 GA0363'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1973 GA0363'1.5 MI NE FROM HANSONVILLE. GA0363'1.5 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM JUNCTION OF U.S. GA0363'HIGHWAY 19 AND 58, AT HANSONVILLE, TO THE MARK SET IN TOP OF GA0363'ROCK OUTCROP, 113 YARDS EAST OF JUNCTION OF U.S. HIGHWAY 19 AND GA0363'COUNTY ROAD 674, 103 FT SOUTHEAST OF CENTERLINE OF HIGHWAY, 63 FT GA0363'NORTH OF POWER POLE 753 5 FT ABOVE CENTERLINE OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ1332 *********************************************************************** FZ1332 DESIGNATION - BASS AZ MK RESET 1977 FZ1332 PID - FZ1332 FZ1332 STATE/COUNTY- VA/RUSSELL FZ1332 USGS QUAD - ELK GARDEN (1991) FZ1332 FZ1332 *CURRENT SURVEY CONTROL FZ1332 ___________________________________________________________________ FZ1332* NAD 83(1986)- 36 56 09. (N) 081 58 58. (W) SCALED FZ1332* NAVD 88 - 708.48 (meters) 2324.4 (feet) RESET FZ1332 ___________________________________________________________________ FZ1332 GEOID HEIGHT- -30.70 (meters) GEOID99 FZ1332 FZ1332 VERT ORDER - THIRD FZ1332 FZ1332.The horizontal coordinates were scaled from a topographic map and have FZ1332.an estimated accuracy of +/- 6 seconds. FZ1332 FZ1332.The orthometric height was computed from unverified reset data. FZ1332.No vertical observational check was made to the station. FZ1332 FZ1332.The geoid height was determined by GEOID99. FZ1332 FZ1332; North East Units Estimated Accuracy FZ1332;SPC VA S - 1,072,580. 3,189,810. MT (+/- 180 meters Scaled) FZ1332 FZ1332 SUPERSEDED SURVEY CONTROL FZ1332 FZ1332 NGVD 29 (10/07/03) 708.59 (m) 2324.8 (f) RESET 3 FZ1332 FZ1332.Superseded values are not recommended for survey control. FZ1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1332.See file dsdata.txt to determine how the superseded data were derived. FZ1332 FZ1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA124882(NAD 83) FZ1332_MARKER: DZ = AZIMUTH MARK DISK FZ1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ1332_STAMPING: BASS 1963 1977 FZ1332_PROJECTION: PROJECTING 5 CENTIMETERS FZ1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1332+STABILITY: SURFACE MOTION FZ1332 FZ1332 HISTORY - Date Condition Report By FZ1332 HISTORY - 1977 MONUMENTED NGS FZ1332 FZ1332 STATION DESCRIPTION FZ1332 FZ1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FZ1332'3.6 MI SW FROM ROSEDALE. FZ1332'3.6 MILES WESTERLY ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE FZ1332'IN ROSEDALE, 0.15 MILE NORTH OF TRIANGULATION STATION BASS, 43 FZ1332'FEET SOUTH OF THE CENTER OF INTERSECTION OF ROAD AND DRIVEWAY, FZ1332'14 FEET SOUTHWEST OF CENTERLINE OF ROAD TO SUBDIVISION, 2 FEET FZ1332'NORTHEAST OF FENCE AND 1 FOOT NORTHEAST OF STEEL WITNESS POST AND FZ1332'METAL METAL SIGN. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA0360 *********************************************************************** GA0360 DESIGNATION - KISER NO 3 AZ MK GA0360 PID - GA0360 GA0360 STATE/COUNTY- VA/RUSSELL GA0360 USGS QUAD - BRUMLEY (1988) GA0360 GA0360 *CURRENT SURVEY CONTROL GA0360 ___________________________________________________________________ GA0360* NAD 83(1986)- 36 51 31. (N) 082 06 44. (W) SCALED GA0360* NAVD 88 - 678.68 (+/-2cm) 2226.6 (feet) VERTCON GA0360 ___________________________________________________________________ GA0360 GEOID HEIGHT- -30.75 (meters) GEOID99 GA0360 GA0360 VERT ORDER - THIRD (See Below) GA0360 GA0360.The horizontal coordinates were scaled from a topographic map and have GA0360.an estimated accuracy of +/- 6 seconds. GA0360 GA0360.The NAVD 88 height was computed by applying the VERTCON shift value to GA0360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0360.The vertical order pertains to the superseded datum. GA0360 GA0360.The geoid height was determined by GEOID99. GA0360 GA0360; North East Units Estimated Accuracy GA0360;SPC VA S - 1,064,450. 3,177,960. MT (+/- 180 meters Scaled) GA0360 GA0360 SUPERSEDED SURVEY CONTROL GA0360 GA0360 NGVD 29 (10/07/03) 678.78 (m) 2227.0 (f) RESET 3 GA0360 GA0360.Superseded values are not recommended for survey control. GA0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0360.See file dsdata.txt to determine how the superseded data were derived. GA0360 GA0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA008797(NAD 83) GA0360_MARKER: DZ = AZIMUTH MARK DISK GA0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GA0360_STAMPING: AZ KISER 1963 NO 3 1974 GA0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GA0360+STABILITY: SURFACE MOTION GA0360 GA0360 HISTORY - Date Condition Report By GA0360 HISTORY - 1974 MONUMENTED NGS GA0360 GA0360 STATION DESCRIPTION GA0360 GA0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 GA0360'3.5 MI NE FROM HANSONVILLE. GA0360'ABOUT 3.5 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION GA0360'WITH U.S. HIGHWAY 58 AT HANSONVILLE TO THE JUNCTION OF SECONDARY GA0360'STATE ROAD 657, TO MARK IN NORTHEAST ANGLE OF JUNCTION, 26 FEET GA0360'SOUTH OF 40 INCH OAK TREE, 1.0 FOOT SOUTH OF STEEL WITNESS POST, GA0360'0.5 FOOT WEST OF WIRE FENCE AROUND BARN YARD AND ABOUT ON THE GA0360'SOUTHEAST RIGHT OF WAY LINE OF HIGHWAY. DISK IS FLUSH IN THE TOP GA0360'OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER AND PROJECTS GA0360'ABOUT 3 INCHES. ELEVATION WAS TRANSFERRED FROM BENCH MARK D 434 GA0360'1963 WHICH WAS THEN DESTROYED UPON REQUEST OF THE STATE HIGHWAY GA0360'DEPARTMENT DUE TO HIGHWAY IMPROVEMENTS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA0139 *********************************************************************** GA0139 DESIGNATION - L 39 RESET 1971 GA0139 PID - GA0139 GA0139 STATE/COUNTY- VA/RUSSELL GA0139 USGS QUAD - HANSONVILLE (1978) GA0139 GA0139 *CURRENT SURVEY CONTROL GA0139 ___________________________________________________________________ GA0139* NAD 83(1986)- 36 48 29. (N) 082 10 38. (W) SCALED GA0139* NAVD 88 - 657.92 (+/-2cm) 2158.5 (feet) VERTCON GA0139 ___________________________________________________________________ GA0139 GEOID HEIGHT- -30.86 (meters) GEOID99 GA0139 GA0139 VERT ORDER - THIRD (See Below) GA0139 GA0139.The horizontal coordinates were scaled from a topographic map and have GA0139.an estimated accuracy of +/- 6 seconds. GA0139 GA0139.The NAVD 88 height was computed by applying the VERTCON shift value to GA0139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0139.The vertical order pertains to the superseded datum. GA0139 GA0139.The geoid height was determined by GEOID99. GA0139 GA0139; North East Units Estimated Accuracy GA0139;SPC VA S - 1,059,070. 3,171,950. MT (+/- 180 meters Scaled) GA0139 GA0139 SUPERSEDED SURVEY CONTROL GA0139 GA0139 NGVD 29 (10/07/03) 658.04 (m) 2158.9 (f) RESET 3 GA0139 GA0139.Superseded values are not recommended for survey control. GA0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0139.See file dsdata.txt to determine how the superseded data were derived. GA0139 GA0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA949742(NAD 83) GA0139_MARKER: DD = SURVEY DISK GA0139_SETTING: 30 = CULVERT GA0139_STAMPING: L 39 RESET 1971 GA0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GA0139 GA0139 HISTORY - Date Condition Report By GA0139 HISTORY - 1971 MONUMENTED VADH GA0139 GA0139 STATION DESCRIPTION GA0139 GA0139'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1971 GA0139'2.1 MI SW FROM HANSONVILLE. GA0139'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 58 FROM THE JUNCTION GA0139'OF U.S. HIGHWAY 19 AT HANSONVILLE, SET IN THE TOP OF THE GA0139'NORTHWEST CORNER OF HEADWALL OF CONCRETE CULVERT, 40 FEET NORTH GA0139'OF THE CENTER LINE OF THE WEST BOUND TRAFFIC, 200 FEET WEST OF GA0139'THE INTERSECTION OF STATE ROUTE 675 AND ABOUT 7 FEET LOWER GA0139'THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GX1838 *********************************************************************** GX1838 DESIGNATION - L 41 RESET 1949 GX1838 PID - GX1838 GX1838 STATE/COUNTY- VA/RUSSELL GX1838 USGS QUAD - HONAKER (1978) GX1838 GX1838 *CURRENT SURVEY CONTROL GX1838 ___________________________________________________________________ GX1838* NAD 83(1986)- 37 01 57. (N) 081 55 07. (W) SCALED GX1838* NAVD 88 - 569.46 (meters) 1868.3 (feet) RESET GX1838 ___________________________________________________________________ GX1838 GEOID HEIGHT- -30.75 (meters) GEOID99 GX1838 GX1838 VERT ORDER - THIRD GX1838 GX1838.The horizontal coordinates were scaled from a topographic map and have GX1838.an estimated accuracy of +/- 6 seconds. GX1838 GX1838.The orthometric height was computed from unverified reset data. GX1838.No vertical observational check was made to the station. GX1838 GX1838.The geoid height was determined by GEOID99. GX1838 GX1838; North East Units Estimated Accuracy GX1838;SPC VA S - 1,083,100. 3,195,910. MT (+/- 180 meters Scaled) GX1838 GX1838 SUPERSEDED SURVEY CONTROL GX1838 GX1838 NGVD 29 (??/??/??) 569.61 (m) 1868.8 (f) RESET 3 GX1838 GX1838.Superseded values are not recommended for survey control. GX1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GX1838.See file dsdata.txt to determine how the superseded data were derived. GX1838 GX1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA182988(NAD 83) GX1838_MARKER: DD = SURVEY DISK GX1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GX1838_STAMPING: L 41 RESET 1949 GX1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GX1838+STABILITY: SURFACE MOTION GX1838 GX1838 HISTORY - Date Condition Report By GX1838 HISTORY - 1949 MONUMENTED VADH GX1838 GX1838 STATION DESCRIPTION GX1838 GX1838'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1949 GX1838'0.7 MI W FROM SWORDS CREEK. GX1838'0.7 MILE WEST ALONG THE NORFOLK AND WESTERN RAILWAY FROM SWORDS GX1838'CREEK, RUSSELL COUNTY, 190 FEET WEST OF THE CROSSING OF STATE GX1838'HIGHWAY 67 AT THE JOHN DYE FARM RESIDENCE, AND 22 FEET SOUTH GX1838'OF THE CENTERLINE OF THE TRACK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA0111 *********************************************************************** GA0111 DESIGNATION - L 434 RESET 1971 GA0111 PID - GA0111 GA0111 STATE/COUNTY- VA/RUSSELL GA0111 USGS QUAD - MOLL CREEK (1978) GA0111 GA0111 *CURRENT SURVEY CONTROL GA0111 ___________________________________________________________________ GA0111* NAD 83(1986)- 36 51 38. (N) 082 17 09. (W) SCALED GA0111* NAVD 88 - 537.93 (+/-2cm) 1764.9 (feet) VERTCON GA0111 ___________________________________________________________________ GA0111 GEOID HEIGHT- -30.91 (meters) GEOID99 GA0111 GA0111 VERT ORDER - THIRD (See Below) GA0111 GA0111.The horizontal coordinates were scaled from a topographic map and have GA0111.an estimated accuracy of +/- 6 seconds. GA0111 GA0111.The NAVD 88 height was computed by applying the VERTCON shift value to GA0111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0111.The vertical order pertains to the superseded datum. GA0111 GA0111.The geoid height was determined by GEOID99. GA0111 GA0111; North East Units Estimated Accuracy GA0111;SPC VA S - 1,065,280. 3,162,500. MT (+/- 180 meters Scaled) GA0111 GA0111 SUPERSEDED SURVEY CONTROL GA0111 GA0111 NGVD 29 (10/07/03) 538.06 (m) 1765.3 (f) RESET 3 GA0111 GA0111.Superseded values are not recommended for survey control. GA0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0111.See file dsdata.txt to determine how the superseded data were derived. GA0111 GA0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA853801(NAD 83) GA0111_MARKER: DD = SURVEY DISK GA0111_SETTING: 30 = CULVERT GA0111_STAMPING: L 434 RESET 1971 GA0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GA0111 GA0111 HISTORY - Date Condition Report By GA0111 HISTORY - 1971 MONUMENTED VADH GA0111 GA0111 STATION DESCRIPTION GA0111 GA0111'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1971 GA0111'4 MI SE FROM ST PAUL. GA0111'3.95 MILES SOUTHEAST ALONG ALTERNATE U.S. HIGHWAY 58 FROM THE GA0111'JUNCTION OF STATE HIGHWAY 63 AT ST. PAUL, SET IN THE TOP OF THE GA0111'SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A BOX CULVERT, 35 GA0111'FEET SOUTHWEST OF THE CENTER LINE OF THE WEST BOUND LANE OF GA0111'TRAFFIC AND ABOUT 2 FEET LOWER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA3268 *********************************************************************** GA3268 DESIGNATION - MUSE 2 GA3268 PID - GA3268 GA3268 STATE/COUNTY- VA/RUSSELL GA3268 USGS QUAD - HANSONVILLE (1978) GA3268 GA3268 *CURRENT SURVEY CONTROL GA3268 ___________________________________________________________________ GA3268* NAD 83(1993)- 36 50 07.81640(N) 082 14 26.55922(W) ADJUSTED GA3268* NAVD 88 - 655.26 (meters) 2149.8 (feet) RESET GA3268 ___________________________________________________________________ GA3268 LAPLACE CORR- 0.81 (seconds) DEFLEC99 GA3268 GEOID HEIGHT- -30.88 (meters) GEOID99 GA3268 GA3268 HORZ ORDER - THIRD GA3268 VERT ORDER - THIRD GA3268 GA3268.The horizontal coordinates were established by classical geodetic methods GA3268.and adjusted by the National Geodetic Survey in December 1995. GA3268.No horizontal observational check was made to the station. GA3268 GA3268.The orthometric height was computed from unverified reset data. GA3268.No vertical observational check was made to the station. GA3268 GA3268.The Laplace correction was computed from DEFLEC99 derived deflections. GA3268 GA3268.The geoid height was determined by GEOID99. GA3268 GA3268; North East Units Scale Converg. GA3268;SPC VA S - 1,062,338.279 3,166,408.419 MT 0.99998822 -2 16 13.2 GA3268;UTM 17 - 4,077,342.811 389,366.618 MT 0.99975079 -0 44 38.1 GA3268 GA3268: Primary Azimuth Mark Grid Az GA3268:SPC VA S - N 434 301 50 21.0 GA3268:UTM 17 - N 434 300 18 45.9 GA3268 GA3268|---------------------------------------------------------------------| GA3268| PID Reference Object Distance Geod. Az | GA3268| dddmmss.s | GA3268| GA3270 MUSE 2 RM 4 7.802 METERS 05217 | GA3268| GA0127 MUSE 25.745 METERS 07833 | GA3268| GA3269 MUSE 2 RM 3 10.288 METERS 12940 | GA3268| GA0125 N 434 2993407.8 | GA3268|---------------------------------------------------------------------| GA3268 GA3268 SUPERSEDED SURVEY CONTROL GA3268 GA3268 NAD 83(1993)- 36 50 07.81257(N) 082 14 26.56055(W) AD( ) 3 GA3268 NAD 83(1986)- 36 50 07.82919(N) 082 14 26.56347(W) AD( ) 3 GA3268 NAD 27 - 36 50 07.44745(N) 082 14 27.06596(W) AD( ) 3 GA3268 NGVD 29 (10/07/03) 655.39 (m) 2150.2 (f) RESET 3 GA3268 GA3268.Superseded values are not recommended for survey control. GA3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA3268.See file dsdata.txt to determine how the superseded data were derived. GA3268 GA3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8936777343(NAD 83) GA3268_MARKER: DS = TRIANGULATION STATION DISK GA3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GA3268_STAMPING: MUSE 2 1975 GA3268_PROJECTION: FLUSH GA3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GA3268+STABILITY: SURFACE MOTION GA3268 GA3268 HISTORY - Date Condition Report By GA3268 HISTORY - 1975 MONUMENTED NGS GA3268 HISTORY - 1975 GOOD NGS GA3268 GA3268 STATION DESCRIPTION GA3268 GA3268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN) GA3268'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF CASTLEWOOD, ABOUT 1 GA3268'MILE WEST OF DICKENSONVILLE AND 0.3 MILE SOUTH OF U. S. HIGHWAY GA3268'ALTERNATE 58. STATION IS 52 FEET SOUTH OF THE APPROXIMATE GA3268'CENTERLINE OF DRIVEWAY, ON THE WEST SLOPE OF HILL AND TO THE WEST OF GA3268'A HOME TO BE BUILT ON THE SITE. MARK IS A STANDARD DISK SET FLUSH GA3268'IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN DIAMETER, GA3268'FLUSH WITH THE GROUND AND THE DISK IS STAMPED MUSE 2 1975. NO GA3268'UNDERGROUND MARK WAS SET. GA3268' GA3268'TO REACH FROM THE POST OFFICE IN CASTLEWOOD GO EASTERLY ON U. S. GA3268'HIGHWAY ALTERNATE 58 FOR 4.7 MILES TO THE COPPER CREEK SCHOOL AND GA3268'AZIMUTH MARK ON RIGHT AS DESCRIBED. CONTINUE FOR 0.05 MILE TO GA3268'DRIVEWAY ON RIGHT. TURN RIGHT AND GO SOUTH AND THEN EAST ON GA3268'DRIVEWAY FOR 0.35 MILE TO STATION ON RIGHT AS DESCRIBED. GA3268' GA3268'REFERENCE MARK NO. 3 IS 80 FEET SOUTH OF THE APPROXIMATE CENTERLINE GA3268'OF DRIVEWAY AND ON THE WEST SLOPE OF THE HILL. MARK IS A STANDARD GA3268'DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN GA3268'DIAMETER, FLUSH WITH THE GROUND AND THE DISK IS STAMPED MUSE 2 NO GA3268'3 1975. GA3268' GA3268'REFERENCE MARK NO. 4 IS 43 FEET SOUTH OF THE APPROXIMATE CENTERLINE GA3268'OF DRIVEWAY AND ON THE WEST SLOPE OF THE HILL. MARK IS A STANDARD GA3268'DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES IN GA3268'DIAMETER, FLUSH WITH THE GROUND AND THE DISK IS STAMPED MUSE 2 NO GA3268'4 1975. GA3268' GA3268'BENCH MARK N 434 (AZIMUTH MARK) IS 77.3 FEET NORTH OF THE NORTHEAST GA3268'CORNER OF SCHOOL. MARK IS A STANDARD BENCH MARK DISK CEMENTED FLUSH GA3268'IN A DRILLHOLE IN THE SOUTHWEST CORNER OF A 6 X 6 FOOT COVER FOR A GA3268'WATER PUMP FOR THE SCHOOL. THE CONCRETE PROJECTS ABOUT 1 INCH AND GA3268'THE DISK IS STAMPED N 434 1963. GA3268 GA3268 STATION RECOVERY (1975) GA3268 GA3268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 GA3268'IN DICKENSONVILLE. GA3268'ABOUT 350 YARDS SOUTHEAST OF COPPER CREEK SCHOOL IN DICKENSONVILLE, GA3268'33.75 FEET NORTHWEST OF MUSE 2 RM 3, 25.59 FEET SOUTHWEST OF MUSE GA3268'2 RM 4, 52 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY, GA3268'ON THE WEST SLOPE OF HILL AND TO THE WEST OF NEW HOME SITE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA3269 *********************************************************************** GA3269 DESIGNATION - MUSE 2 RM 3 GA3269 PID - GA3269 GA3269 STATE/COUNTY- VA/RUSSELL GA3269 USGS QUAD - HANSONVILLE (1978) GA3269 GA3269 *CURRENT SURVEY CONTROL GA3269 ___________________________________________________________________ GA3269* NAD 83(1986)- 36 50 07. (N) 082 14 25. (W) SCALED GA3269* NAVD 88 - 655.29 (meters) 2149.9 (feet) RESET GA3269 ___________________________________________________________________ GA3269 GEOID HEIGHT- -30.88 (meters) GEOID99 GA3269 GA3269 VERT ORDER - THIRD GA3269 GA3269.The horizontal coordinates were scaled from a topographic map and have GA3269.an estimated accuracy of +/- 6 seconds. GA3269 GA3269.The orthometric height was computed from unverified reset data. GA3269.No vertical observational check was made to the station. GA3269 GA3269.The geoid height was determined by GEOID99. GA3269 GA3269; North East Units Estimated Accuracy GA3269;SPC VA S - 1,062,310. 3,166,450. MT (+/- 180 meters Scaled) GA3269 GA3269 SUPERSEDED SURVEY CONTROL GA3269 GA3269 NGVD 29 (10/07/03) 655.42 (m) 2150.3 (f) RESET 3 GA3269 GA3269.Superseded values are not recommended for survey control. GA3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA3269.See file dsdata.txt to determine how the superseded data were derived. GA3269 GA3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA894773(NAD 83) GA3269_MARKER: DR = REFERENCE MARK DISK GA3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GA3269_STAMPING: MUSE 2 NO 3 1975 GA3269_PROJECTION: FLUSH GA3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GA3269+STABILITY: SURFACE MOTION GA3269 GA3269 HISTORY - Date Condition Report By GA3269 HISTORY - 1975 MONUMENTED NGS GA3269 GA3269 STATION DESCRIPTION GA3269 GA3269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 GA3269'IN DICKENSONVILLE. GA3269'350 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF COPPER CREEK GA3269'SCHOOL IN DICKENSONVILLE, 33.75 FEET NORTHWEST OF STATION MUSE 2, GA3269'DESCRIBED, 80 FEET SOUTH OF THE APPROXIMATE CENTER OF DRIVEWAY, GA3269'ON THE WEST SLOPE OF HILL AND TO THE WEST OF NEW HOME SITE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA3270 *********************************************************************** GA3270 DESIGNATION - MUSE 2 RM 4 GA3270 PID - GA3270 GA3270 STATE/COUNTY- VA/RUSSELL GA3270 USGS QUAD - HANSONVILLE (1978) GA3270 GA3270 *CURRENT SURVEY CONTROL GA3270 ___________________________________________________________________ GA3270* NAD 83(1986)- 36 50 07. (N) 082 14 25. (W) SCALED GA3270* NAVD 88 - 656.04 (meters) 2152.4 (feet) RESET GA3270 ___________________________________________________________________ GA3270 GEOID HEIGHT- -30.88 (meters) GEOID99 GA3270 GA3270 VERT ORDER - THIRD GA3270 GA3270.The horizontal coordinates were scaled from a topographic map and have GA3270.an estimated accuracy of +/- 6 seconds. GA3270 GA3270.The orthometric height was computed from unverified reset data. GA3270.No vertical observational check was made to the station. GA3270 GA3270.The geoid height was determined by GEOID99. GA3270 GA3270; North East Units Estimated Accuracy GA3270;SPC VA S - 1,062,310. 3,166,450. MT (+/- 180 meters Scaled) GA3270 GA3270 SUPERSEDED SURVEY CONTROL GA3270 GA3270 NGVD 29 (10/07/03) 656.17 (m) 2152.8 (f) RESET 3 GA3270 GA3270.Superseded values are not recommended for survey control. GA3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA3270.See file dsdata.txt to determine how the superseded data were derived. GA3270 GA3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA894773(NAD 83) GA3270_MARKER: DR = REFERENCE MARK DISK GA3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GA3270_STAMPING: MUSE 2 NO 4 1975 GA3270_PROJECTION: FLUSH GA3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GA3270+STABILITY: SURFACE MOTION GA3270 GA3270 HISTORY - Date Condition Report By GA3270 HISTORY - 1975 MONUMENTED NGS GA3270 GA3270 STATION DESCRIPTION GA3270 GA3270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 GA3270'IN DICKENSONVILLE. GA3270'ABOUT 350 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF COPPERCREEK GA3270'SCHOOL IN DICKENSONVILLE, 25.59 FEET NORTHEAST OF STATION MUSE 2, GA3270'DESCRIBED, 43 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY GA3270'AND ON THE WEST SLOPE OF HILL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA0147 *********************************************************************** GA0147 DESIGNATION - N 39 RESET 1967 GA0147 PID - GA0147 GA0147 STATE/COUNTY- VA/RUSSELL GA0147 USGS QUAD - HANSONVILLE (1978) GA0147 GA0147 *CURRENT SURVEY CONTROL GA0147 ___________________________________________________________________ GA0147* NAD 83(1986)- 36 48 55. (N) 082 07 36. (W) SCALED GA0147* NAVD 88 - 669.77 (+/-2cm) 2197.4 (feet) VERTCON GA0147 ___________________________________________________________________ GA0147 GEOID HEIGHT- -30.80 (meters) GEOID99 GA0147 GA0147 VERT ORDER - THIRD (See Below) GA0147 GA0147.The horizontal coordinates were scaled from a topographic map and have GA0147.an estimated accuracy of +/- 6 seconds. GA0147 GA0147.The NAVD 88 height was computed by applying the VERTCON shift value to GA0147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0147.The vertical order pertains to the superseded datum. GA0147 GA0147.The geoid height was determined by GEOID99. GA0147 GA0147; North East Units Estimated Accuracy GA0147;SPC VA S - 1,059,700. 3,176,490. MT (+/- 180 meters Scaled) GA0147 GA0147 SUPERSEDED SURVEY CONTROL GA0147 GA0147 NGVD 29 (10/07/03) 669.88 (m) 2197.8 (f) RESET 3 GA0147 GA0147.Superseded values are not recommended for survey control. GA0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0147.See file dsdata.txt to determine how the superseded data were derived. GA0147 GA0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA995749(NAD 83) GA0147_MARKER: DD = SURVEY DISK GA0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GA0147_STAMPING: N 39 RESET 1937 GA0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GA0147+STABILITY: SURFACE MOTION GA0147 GA0147 HISTORY - Date Condition Report By GA0147 HISTORY - 1937 MONUMENTED VADH GA0147 HISTORY - 1967 GOOD NGS GA0147 GA0147 STATION DESCRIPTION GA0147 GA0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 GA0147'12.5 MI N FROM ABINGDON. GA0147'ABOUT 12.5 MILES NORTH ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE GA0147'AT ABINGDON, 54 FEET LEFT OF HIGHWAY STATION 650+76 SOUTH BOUND GA0147'LANE, 45 FEET WEST OF FENCE LINE, 6 FEET NORTH OF A STREAM, GA0147'4 FEET EAST OF TELEPHONE POLE 4550, SET IN THE TOP OF A CONCRETE GA0147'POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ1334 *********************************************************************** FZ1334 DESIGNATION - Q 433 RESET 1977 FZ1334 PID - FZ1334 FZ1334 STATE/COUNTY- VA/RUSSELL FZ1334 USGS QUAD - ELK GARDEN (1991) FZ1334 FZ1334 *CURRENT SURVEY CONTROL FZ1334 ___________________________________________________________________ FZ1334* NAD 83(1986)- 36 58 14. (N) 081 54 11. (W) SCALED FZ1334* NAVD 88 - 718.40 (meters) 2357.0 (feet) RESET FZ1334 ___________________________________________________________________ FZ1334 GEOID HEIGHT- -30.64 (meters) GEOID99 FZ1334 FZ1334 VERT ORDER - THIRD FZ1334 FZ1334.The horizontal coordinates were scaled from a topographic map and have FZ1334.an estimated accuracy of +/- 6 seconds. FZ1334 FZ1334.The orthometric height was computed from unverified reset data. FZ1334.No vertical observational check was made to the station. FZ1334 FZ1334.The geoid height was determined by GEOID99. FZ1334 FZ1334; North East Units Estimated Accuracy FZ1334;SPC VA S - 1,076,180. 3,197,050. MT (+/- 180 meters Scaled) FZ1334 FZ1334 SUPERSEDED SURVEY CONTROL FZ1334 FZ1334 NGVD 29 (10/07/03) 718.52 (m) 2357.3 (f) RESET 3 FZ1334 FZ1334.Superseded values are not recommended for survey control. FZ1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1334.See file dsdata.txt to determine how the superseded data were derived. FZ1334 FZ1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA196919(NAD 83) FZ1334_MARKER: DB = BENCH MARK DISK FZ1334_SETTING: 32 = HEADWALL FZ1334_STAMPING: Q 433 RESET 1977 FZ1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1334+STABILITY: SURFACE MOTION FZ1334 FZ1334 HISTORY - Date Condition Report By FZ1334 HISTORY - 1977 MONUMENTED VADHT FZ1334 FZ1334 STATION DESCRIPTION FZ1334 FZ1334'DESCRIBED BY VA DEPT HWYS-TRANSP 1977 FZ1334'1.7 MI NE FROM ROSEDALE. FZ1334'1.7 MILES NORTHEAST ALONG U.S. HIGHWAY 19 FROM THE JUNCTIONOF U.S. FZ1334'HIGHWAY 19 AND STATE ROUTE 80 AT ROSEDLE, IN TOP OF THE FZ1334'NORTHWEST END OF THE HEADWALL OF BOX CULVERT OVER GARDEN CREEK, FZ1334'22 FEET NORTHWEST OF CENTERLINE OF THE SOUTHBOUND LANE, 0.75 FOOT FZ1334'NORTHEAST OF SOUTHWEST END OF HEADWALL. ABOUT 4 FEET LOWER THAN FZ1334'THE CENTER OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA0132 *********************************************************************** GA0132 DESIGNATION - Q 434 RESET 1971 GA0132 PID - GA0132 GA0132 STATE/COUNTY- VA/RUSSELL GA0132 USGS QUAD - HANSONVILLE (1978) GA0132 GA0132 *CURRENT SURVEY CONTROL GA0132 ___________________________________________________________________ GA0132* NAD 83(1986)- 36 50 01. (N) 082 12 45. (W) SCALED GA0132* NAVD 88 - 591.69 (+/-2cm) 1941.2 (feet) VERTCON GA0132 ___________________________________________________________________ GA0132 GEOID HEIGHT- -30.86 (meters) GEOID99 GA0132 GA0132 VERT ORDER - THIRD (See Below) GA0132 GA0132.The horizontal coordinates were scaled from a topographic map and have GA0132.an estimated accuracy of +/- 6 seconds. GA0132 GA0132.The NAVD 88 height was computed by applying the VERTCON shift value to GA0132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0132.The vertical order pertains to the superseded datum. GA0132 GA0132.The geoid height was determined by GEOID99. GA0132 GA0132; North East Units Estimated Accuracy GA0132;SPC VA S - 1,062,030. 3,168,920. MT (+/- 180 meters Scaled) GA0132 GA0132 SUPERSEDED SURVEY CONTROL GA0132 GA0132 NGVD 29 (10/07/03) 591.82 (m) 1941.7 (f) RESET 3 GA0132 GA0132.Superseded values are not recommended for survey control. GA0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0132.See file dsdata.txt to determine how the superseded data were derived. GA0132 GA0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA918771(NAD 83) GA0132_MARKER: DD = SURVEY DISK GA0132_SETTING: 36 = BRIDGE GA0132_STAMPING: Q 434 RESET 1971 GA0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GA0132 GA0132 HISTORY - Date Condition Report By GA0132 HISTORY - 1971 MONUMENTED VADH GA0132 GA0132 STATION DESCRIPTION GA0132 GA0132'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1971 GA0132'1.1 MI SE FROM DICKENSONVILLE. GA0132'1.1 MILES SOUTHEAST ALONG ALTERNATE U.S. HIGHWAY 58 FROM THE GA0132'JUNCTION OF U.S. HIGHWAY 58 AT DICKENSONVILLE, SET IN THE TOP GA0132'OF THE CORNER OF THE NORTHEAST WINGWALL OF THE OLD BRIDGE, GA0132'240 FEET WEST OF THE CENTER LINE OF THE EAST BOUND LANE OF GA0132'ALTERNATE U.S. HIGHWAY 58 AND ABOUT 35 FEET LOWER THAN THE GA0132'HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA0136 *********************************************************************** GA0136 DESIGNATION - R 434 RESET 1971 GA0136 PID - GA0136 GA0136 STATE/COUNTY- VA/RUSSELL GA0136 USGS QUAD - HANSONVILLE (1978) GA0136 GA0136 *CURRENT SURVEY CONTROL GA0136 ___________________________________________________________________ GA0136* NAD 83(1986)- 36 48 21. (N) 082 11 53. (W) SCALED GA0136* NAVD 88 - 632.98 (+/-2cm) 2076.7 (feet) VERTCON GA0136 ___________________________________________________________________ GA0136 GEOID HEIGHT- -30.87 (meters) GEOID99 GA0136 GA0136 VERT ORDER - THIRD (See Below) GA0136 GA0136.The horizontal coordinates were scaled from a topographic map and have GA0136.an estimated accuracy of +/- 6 seconds. GA0136 GA0136.The NAVD 88 height was computed by applying the VERTCON shift value to GA0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0136.The vertical order pertains to the superseded datum. GA0136 GA0136.The geoid height was determined by GEOID99. GA0136 GA0136; North East Units Estimated Accuracy GA0136;SPC VA S - 1,058,900. 3,170,080. MT (+/- 180 meters Scaled) GA0136 GA0136 SUPERSEDED SURVEY CONTROL GA0136 GA0136 NGVD 29 (10/07/03) 633.10 (m) 2077.1 (f) RESET 3 GA0136 GA0136.Superseded values are not recommended for survey control. GA0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0136.See file dsdata.txt to determine how the superseded data were derived. GA0136 GA0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA931740(NAD 83) GA0136_MARKER: DD = SURVEY DISK GA0136_SETTING: 30 = CULVERT GA0136_STAMPING: R 434 RESET 1971 GA0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GA0136 GA0136 HISTORY - Date Condition Report By GA0136 HISTORY - 1971 MONUMENTED VADH GA0136 GA0136 STATION DESCRIPTION GA0136 GA0136'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1971 GA0136'3.3 MI NW FROM HANSONVILLE. GA0136'3.3 MILES NORTHWEST ALONG ALTERNATE U.S. HIGHWAY 58 FROM THE GA0136'JUNCTION OF U.S. HIGHWAY 19 AT HANSONVILLE, 3.3 MILES SOUTHEAST GA0136'OF DICKENSONVILLE, SET IN THE NORTHWEST CORNER HEADWALL OF A BOX GA0136'CULVERT, 32 FEET NORTHEAST OF THE CENTER LINE OF THE EAST GA0136'BOUND TRAFFIC, 700 FEET NORTHWEST OF SECONDARY ROUTE 613 AND GA0136'ABOUT 8 FEET LOWER THAN THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ1335 *********************************************************************** FZ1335 DESIGNATION - S 433 RESET 1977 FZ1335 PID - FZ1335 FZ1335 STATE/COUNTY- VA/RUSSELL FZ1335 USGS QUAD - ELK GARDEN (1991) FZ1335 FZ1335 *CURRENT SURVEY CONTROL FZ1335 ___________________________________________________________________ FZ1335* NAD 83(1986)- 36 57 27. (N) 081 56 07. (W) SCALED FZ1335* NAVD 88 - 689.28 (meters) 2261.4 (feet) RESET FZ1335 ___________________________________________________________________ FZ1335 GEOID HEIGHT- -30.66 (meters) GEOID99 FZ1335 FZ1335 VERT ORDER - THIRD FZ1335 FZ1335.The horizontal coordinates were scaled from a topographic map and have FZ1335.an estimated accuracy of +/- 6 seconds. FZ1335 FZ1335.The orthometric height was computed from unverified reset data. FZ1335.No vertical observational check was made to the station. FZ1335 FZ1335.The geoid height was determined by GEOID99. FZ1335 FZ1335; North East Units Estimated Accuracy FZ1335;SPC VA S - 1,074,830. 3,194,130. MT (+/- 180 meters Scaled) FZ1335 FZ1335 SUPERSEDED SURVEY CONTROL FZ1335 FZ1335 NGVD 29 (10/07/03) 689.40 (m) 2261.8 (f) RESET 3 FZ1335 FZ1335.Superseded values are not recommended for survey control. FZ1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1335.See file dsdata.txt to determine how the superseded data were derived. FZ1335 FZ1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA167905(NAD 83) FZ1335_MARKER: DB = BENCH MARK DISK FZ1335_SETTING: 32 = HEADWALL FZ1335_STAMPING: S 433 RESET 1977 FZ1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1335+STABILITY: SURFACE MOTION FZ1335 FZ1335 HISTORY - Date Condition Report By FZ1335 HISTORY - 1977 MONUMENTED VADHT FZ1335 FZ1335 STATION DESCRIPTION FZ1335 FZ1335'DESCRIBED BY VA DEPT HWYS-TRANSP 1977 FZ1335'0.2 MI SW FROM ROSEDALE. FZ1335'0.2 MILE SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION OF STATE FZ1335'ROUTE 80 ROSEDALE, IN THE NORTH HEADWALL OF A QUADRUPLE 10 FZ1335'FEET BY 8 FEET CONCRETE BOX CULVERT FOR SOUTHBOUND LANE OVER ELK FZ1335'GARDEN CREEK, 0.5 FOOT EAST OF THE WEST END OF THE HEADWALL, 34 FZ1335'FEET NORTH OF THE CENTER OF ROAD AND 1.0 FOOT BELOW THE ROAD, FZ1335'ABOUT 240 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE FZ1335'BRIDGE FOR THE NORTHBOUND LANE OVER ELK GARDEN CREEK. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA0115 *********************************************************************** GA0115 CBN - This is a Cooperative Base Network Control Station. GA0115 DESIGNATION - ST PAUL 2 GA0115 PID - GA0115 GA0115 STATE/COUNTY- VA/RUSSELL GA0115 USGS QUAD - ST PAUL (1991) GA0115 GA0115 *CURRENT SURVEY CONTROL GA0115 ___________________________________________________________________ GA0115* NAD 83(1993)- 36 53 13.93490(N) 082 18 18.15138(W) ADJUSTED GA0115* NAVD 88 - 534.44 (meters) 1753.4 (feet) RESET GA0115 ___________________________________________________________________ GA0115 X - 683,945.176 (meters) COMP GA0115 Y - -5,061,922.431 (meters) COMP GA0115 Z - 3,807,690.888 (meters) COMP GA0115 LAPLACE CORR- 0.38 (seconds) DEFLEC99 GA0115 ELLIP HEIGHT- 503.49 (meters) (08/14/01) GPS OBS GA0115 GEOID HEIGHT- -30.94 (meters) GEOID99 GA0115 GA0115 HORZ ORDER - B GA0115 VERT ORDER - THIRD GA0115 ELLP ORDER - FOURTH CLASS I GA0115 GA0115.The horizontal coordinates were established by GPS observations GA0115.and adjusted by the National Geodetic Survey in June 1994. GA0115 GA0115.The orthometric height was computed from unverified reset data. GA0115.No vertical observational check was made to the station. GA0115 GA0115.The X, Y, and Z were computed from the position and the ellipsoidal ht. GA0115 GA0115.The Laplace correction was computed from DEFLEC99 derived deflections. GA0115 GA0115.The ellipsoidal height was determined by GPS observations GA0115.and is referenced to NAD 83. GA0115 GA0115.The geoid height was determined by GEOID99. GA0115 GA0115; North East Units Scale Converg. GA0115;SPC VA S - 1,068,300.172 3,160,905.719 MT 0.99998031 -2 18 33.7 GA0115;UTM 17 - 4,083,154.719 383,708.358 MT 0.99976660 -0 47 00.3 GA0115 GA0115: Primary Azimuth Mark Grid Az GA0115:SPC VA S - ST PAUL AZ MK 358 49 36.1 GA0115:UTM 17 - ST PAUL AZ MK 357 18 02.7 GA0115 GA0115|---------------------------------------------------------------------| GA0115| PID Reference Object Distance Geod. Az | GA0115| dddmmss.s | GA0115| GA0114 ST PAUL 20.438 METERS 10819 | GA0115| GA0117 ST PAUL 2 RM 3 8.931 METERS 28801 | GA0115| GA0118 ST PAUL AZ MK 3563102.4 | GA0115|---------------------------------------------------------------------| GA0115 GA0115 SUPERSEDED SURVEY CONTROL GA0115 GA0115 ELLIP H (06/29/94) 503.55 (m) GP( ) 4 1 GA0115 NAD 83(1993)- 36 53 13.93647(N) 082 18 18.15480(W) AD( ) B GA0115 ELLIP H (04/04/94) 503.50 (m) GP( ) 4 1 GA0115 NAD 83(1986)- 36 53 13.94685(N) 082 18 18.15741(W) AD( ) 3 GA0115 NAD 27 - 36 53 13.56968(N) 082 18 18.64808(W) AD( ) 3 GA0115 NAVD 88 (08/14/01) 534.44 (m) 1753.4 (f) LEVELING 3 GA0115 NGVD 29 (07/19/86) 534.58 (m) 1753.9 (f) LEVELING 3 GA0115 GA0115.Superseded values are not recommended for survey control. GA0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0115.See file dsdata.txt to determine how the superseded data were derived. GA0115 GA0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA8370883155(NAD 83) GA0115_MARKER: DE = TRAVERSE STATION DISK GA0115_SETTING: 66 = SET IN ROCK OUTCROP GA0115_STAMPING: ST PAUL 2 1964 GA0115_MARK LOGO: CGS GA0115_MAGNETIC: N = NO MAGNETIC MATERIAL GA0115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD GA0115+STABILITY: POSITION/ELEVATION WELL GA0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GA0115+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000 GA0115 GA0115 HISTORY - Date Condition Report By GA0115 HISTORY - 1964 MONUMENTED CGS GA0115 HISTORY - 1964 GOOD CGS GA0115 HISTORY - 19930628 GOOD NGS GA0115 HISTORY - 19981119 GOOD NGS GA0115 HISTORY - 19981120 GOOD NGS GA0115 HISTORY - 20000216 GOOD TUCK GA0115 GA0115 STATION DESCRIPTION GA0115 GA0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (ELH) GA0115'THE NEW STATION HAS BEEN ESTABLISHED 67 FEET WEST OF THE GA0115'ORIGINAL STATION NEAR THE RIGHT-OF-WAY FENCE. GA0115' GA0115'TO REACH THE STATION FROM THE POST OFFICE IN ST. PAUL, GO WEST GA0115'ON BROAD STREET FOR 0.05 MILE TO STATE HIGHWAY 63, TURN LEFT GA0115'AND GO 0.15 MILE TO A STOP LIGHT AND U.S. HIGHWAY ALTERNATE 58, GA0115'TURN LEFT AND GO 1.6 MILES TO THE AZIMUTH MARK ON THE RIGHT. GA0115'CONTINUE 0.15 MILE TO THE STATION ON THE LEFT. GA0115' GA0115'THE STATION MARK IS A STANDARD DISK SET IN A DRILLED HOLE IN GA0115'OUT-CROPPING BEDROCK WHICH PROJECTS 4-INCHES. IT IS 39 FEET GA0115'WEST OF THE APPROXIMATE CENTER OF THE OLD U.S. HIGHWAY ALT. GA0115'58, 36.5 FEET NORTHEAST OF POWER POLE NUMBER 18, 2.5 FEET EAST GA0115'OF RIGHT-OF-WAY FENCE, AND 2.5 FEET SOUTHEAST OF A METAL FENCE GA0115'POST. THE MARK IS STAMPED ST PAUL 2 1964 GA0115' GA0115'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A DRILLED HOLE GA0115'IN OUTCROPPING BEDROCK WHICH PROJECTS 1 FOOT. IT IS 36 FEET GA0115'NORTH OF POWER POLE NUMBER 18, AND 27 FEET WEST OF THE GA0115'RIGHT-OF-WAY FENCE. THE MARK IS STAMPED ST PAUL 2 NO 3 1964 GA0115' GA0115'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILLED HOLE IN GA0115'OUTCROPPING BEDROCK WHICH PROJECTS 4-INCHES. IT IS 55 FEET GA0115'SOUTHEAST OF A RED BRICK HOUSE, 11 FEET SOUTH OF A BOARD FENCE GA0115'PAINTED WHITE, 10.7 FEET SOUTH OF A WITNESS POST AND SIGN. THE GA0115'MARK IS STAMPED ST PAUL 1963 GA0115 GA0115 STATION RECOVERY (1964) GA0115 GA0115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 GA0115'2 MI SE FROM ST PAUL. GA0115'NOTE-- ST PAUL 1963 RM 1 AND RM2 WERE DESTROYED AND A NEW STATION GA0115'WAS ESTABLISHED. TO REACH FROM THE JUNCTION OF U.S. ALTERNATE GA0115'HIGHWAY 58 AND STATE HIGHWAY 65 IN ST PAUL GO SOUTHEAST ON U.S. GA0115'ALTERNATE 58, 2 MILES TO THE STATION SET IN THE TOP OF AN OUTCROP GA0115'OF BEDROCK, 39 FEET WEST OF CENTERLINE OF HIGHWAY, 36.5 FEET GA0115'NORTHEAST OF POWER LINE POLE 18, 2.5 FEET EAST OF A FENCE LINE, GA0115'2.5 FEET SOUTHEAST OF A METAL WITNESS SIGN AND IS ABOUT 4 FEET GA0115'ABOVE THE HIGHWAY. GA0115 GA0115 STATION RECOVERY (1993) GA0115 GA0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 GA0115'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) SOUTH OF ST PAUL ON THE GA0115'WEST SIDE OF U.S. HIGHWAY ALTERNATE 58 ON A SMALL BLUFF ABOVE THE GA0115'ROAD. OWNERSHIP--HIGHWAY RIGHT-OF-WAY. GA0115'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 270 NORTH AND GA0115'U.S HIGHWAY ALTERNATE 58 IN ST.PAUL, GO 1.75 MI (2.82 KM) SOUTHEAST GA0115'ON ALTERNATE 58 TO THE TOP OF A SMALL RISE AND THE STATION ON THE GA0115'RIGHT ABOUT 3.0 M (9.8 FT) ABOVE THE HIGHWAY. GA0115'LOCATED 11.9 M (39.0 FT) WEST OF THE CENTERLINE OF EASTBOUND U.S. GA0115'HIGHWAY ALTERNATE 58, 11.1 M (36.4 FT) NORTHEAST OF POWERPOLE NO. 18, GA0115'0.8 M (2.6 FT) EAST OF RIGHT-OF-WAY FENCE. GA0115'NOTE, PARKING CAN BE HAD UP BY MARK, BUT WILL HAVE TO CROSS FENCE GA0115'LINE. GA0115 GA0115 STATION RECOVERY (1998) GA0115 GA0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (AJL) GA0115'RECOVERED AS DESCRIBED. 11/19/98 BY R.G. HAYES GA0115 GA0115 STATION RECOVERY (1998) GA0115 GA0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (KRN) GA0115'RECOVERED AS DESCRIBED. GA0115 GA0115 STATION RECOVERY (2000) GA0115 GA0115'RECOVERY NOTE BY TUCK ENGINEERING INCORPORATED 2000 (JS) GA0115'RECOVERED AS DESCRIBED - TO REACH THE STATION FROM THE POST OFFICE IN GA0115'ST.PAUL, GO WEST ON BROAD ST. FOR 0.05 MILE (0.08 KM) TO STATE GA0115'HIGHWAY 63,TURN LEFT AND GO 0.15 MILE (0.24 KM) TO A STOP LIGHT AND GA0115'U.S.HIGHWAY ALTERNATE 58. THEN TURN LEFT AND GO 1.75 MILES (2.82 KM) GA0115'TO THE STATION ON THE RIGHT. THE STATION MARK IS A STANDARD DISK SET GA0115'IN A DRILLED HOLE IN A OUTCROPPING OF BEDROCK WHICH PROJECTS 4-INCHES GA0115'WITH A 4X3FT CONC PAD. THE STATION IS 39FT WEST OF THE APPROXIMATE GA0115'CENTER OF THE OLD U.S.HIGHWAY ALT.58,AND 36.4FT NORTHEAST OF POWERPOLE GA0115'NUMBER 18,2.0FT EAST OF RIGHT-OF-WAY FENCE AND 7.5FT SOUTHEAST AND GA0115'4.5FT NORTHEAST OF A WOOD FENCE POST. REFERENCE MARK NO.3 IS A GA0115'STANDARD DISK SET IN A DRILLED HOLE IN OUTCROPPING BEDROCK WHICH GA0115'PROJECTS 1FT ABOVE THE GROUND LEVEL AND IS 36FT (11.0) NORTH OF POWER GA0115'POLE NO.18 AND 27FT WEST OF THE RIGHT-OF-WAY FENCE.THE MARK IS STAMPED GA0115'PAUL 2 NO.3 1964. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA0117 *********************************************************************** GA0117 DESIGNATION - ST PAUL 2 RM 3 GA0117 PID - GA0117 GA0117 STATE/COUNTY- VA/RUSSELL GA0117 USGS QUAD - ST PAUL (1991) GA0117 GA0117 *CURRENT SURVEY CONTROL GA0117 ___________________________________________________________________ GA0117* NAD 83(1986)- 36 53 13. (N) 082 18 18. (W) SCALED GA0117* NAVD 88 - 534.35 (meters) 1753.1 (feet) RESET GA0117 ___________________________________________________________________ GA0117 GEOID HEIGHT- -30.94 (meters) GEOID99 GA0117 GA0117 VERT ORDER - THIRD GA0117 GA0117.The horizontal coordinates were scaled from a topographic map and have GA0117.an estimated accuracy of +/- 6 seconds. GA0117 GA0117.The orthometric height was computed from unverified reset data. GA0117.No vertical observational check was made to the station. GA0117 GA0117.The geoid height was determined by GEOID99. GA0117 GA0117; North East Units Estimated Accuracy GA0117;SPC VA S - 1,068,270. 3,160,910. MT (+/- 180 meters Scaled) GA0117 GA0117 SUPERSEDED SURVEY CONTROL GA0117 GA0117.No superseded survey control is available for this station. GA0117 GA0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA837831(NAD 83) GA0117_MARKER: DR = REFERENCE MARK DISK GA0117_SETTING: 0 = UNSPECIFIED SETTING GA0117_STAMPING: ST PAUL 2 NO 3 1964 GA0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY GA0117 GA0117 HISTORY - Date Condition Report By GA0117 HISTORY - 1964 MONUMENTED CGS GA0117 GA0117 STATION DESCRIPTION GA0117 GA0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 GA0117'2 MI SE FROM ST PAUL. GA0117'AT THE ST PAUL 2 STATION SITE-- 68 FEET WEST OF CENTERLINE OF GA0117'HIGHWAY, 36 FEET NORTH OF POWER LINE POLE 18, 29.30 FEET WEST OF GA0117'THE STATION, 27 FEET WEST OF A FENCE LINE, AND IS ABOUT 4 FEET GA0117'ABOVE THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ1336 *********************************************************************** FZ1336 DESIGNATION - T 433 RESET 1977 FZ1336 PID - FZ1336 FZ1336 STATE/COUNTY- VA/RUSSELL FZ1336 USGS QUAD - ELK GARDEN (1991) FZ1336 FZ1336 *CURRENT SURVEY CONTROL FZ1336 ___________________________________________________________________ FZ1336* NAD 83(1986)- 36 57 03. (N) 081 57 00. (W) SCALED FZ1336* NAVD 88 - 679.50 (meters) 2229.3 (feet) RESET FZ1336 ___________________________________________________________________ FZ1336 GEOID HEIGHT- -30.67 (meters) GEOID99 FZ1336 FZ1336 VERT ORDER - THIRD FZ1336 FZ1336.The horizontal coordinates were scaled from a topographic map and have FZ1336.an estimated accuracy of +/- 6 seconds. FZ1336 FZ1336.The orthometric height was computed from unverified reset data. FZ1336.No vertical observational check was made to the station. FZ1336 FZ1336.The geoid height was determined by GEOID99. FZ1336 FZ1336; North East Units Estimated Accuracy FZ1336;SPC VA S - 1,074,140. 3,192,790. MT (+/- 180 meters Scaled) FZ1336 FZ1336 SUPERSEDED SURVEY CONTROL FZ1336 FZ1336 NGVD 29 (10/07/03) 679.62 (m) 2229.7 (f) RESET 3 FZ1336 FZ1336.Superseded values are not recommended for survey control. FZ1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1336.See file dsdata.txt to determine how the superseded data were derived. FZ1336 FZ1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA154898(NAD 83) FZ1336_MARKER: DB = BENCH MARK DISK FZ1336_SETTING: 32 = HEADWALL FZ1336_STAMPING: T 433 RESET 1977 FZ1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1336+STABILITY: SURFACE MOTION FZ1336 FZ1336 HISTORY - Date Condition Report By FZ1336 HISTORY - 1977 MONUMENTED VADHT FZ1336 FZ1336 STATION DESCRIPTION FZ1336 FZ1336'DESCRIBED BY VA DEPT HWYS-TRANSP 1977 FZ1336'1.2 MI SW FROM ROSEDALE. FZ1336'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE JUNCTION OF FZ1336'STATE ROUTE 80 IN ROSEDALE, IN THE TOP OF THE SOUTH HEADWALL FZ1336'OF A 5 FEET BY 7 FEET CONCRETE BOX CULVERT, 0.5 FOOT EAST OF FZ1336'THE WEST END OF THE HEADWALL, 33 FEET SOUTH OF THE CENTER OF FZ1336'NORTHBOUND LANE OF THE ROAD, AND 4.7 FEET LOWER THAN THE HIGHWAY FZ1336'375 FEET NORTHEAST OF THE NORTHEAST CORNER OF A LARGE FRAME BARN. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ1338 *********************************************************************** FZ1338 DESIGNATION - TAYLOR AZ MK RESET 1976 FZ1338 PID - FZ1338 FZ1338 STATE/COUNTY- VA/RUSSELL FZ1338 USGS QUAD - ELK GARDEN (1991) FZ1338 FZ1338 *CURRENT SURVEY CONTROL FZ1338 ___________________________________________________________________ FZ1338* NAD 83(1986)- 36 57 20. (N) 081 56 29. (W) SCALED FZ1338* NAVD 88 - 697.58 (meters) 2288.6 (feet) RESET FZ1338 ___________________________________________________________________ FZ1338 GEOID HEIGHT- -30.67 (meters) GEOID99 FZ1338 FZ1338 VERT ORDER - THIRD FZ1338 FZ1338.The horizontal coordinates were scaled from a topographic map and have FZ1338.an estimated accuracy of +/- 6 seconds. FZ1338 FZ1338.The orthometric height was computed from unverified reset data. FZ1338.No vertical observational check was made to the station. FZ1338 FZ1338.The geoid height was determined by GEOID99. FZ1338 FZ1338; North East Units Estimated Accuracy FZ1338;SPC VA S - 1,074,640. 3,193,580. MT (+/- 180 meters Scaled) FZ1338 FZ1338 SUPERSEDED SURVEY CONTROL FZ1338 FZ1338 NGVD 29 (10/07/03) 697.70 (m) 2289.0 (f) RESET 3 FZ1338 FZ1338.Superseded values are not recommended for survey control. FZ1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1338.See file dsdata.txt to determine how the superseded data were derived. FZ1338 FZ1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA161903(NAD 83) FZ1338_MARKER: DZ = AZIMUTH MARK DISK FZ1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ1338_STAMPING: TAYLOR 1963 1976 FZ1338_PROJECTION: FLUSH FZ1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1338+STABILITY: SURFACE MOTION FZ1338 FZ1338 HISTORY - Date Condition Report By FZ1338 HISTORY - 1976 MONUMENTED NGS FZ1338 FZ1338 STATION DESCRIPTION FZ1338 FZ1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 FZ1338'0.6 MI WEST FROM ROSEDALE. FZ1338'0.6 MILE SOUTHWESTERLY ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE FZ1338'IN ROSEDALE, ACROSS HIGHWAY FROM BURKS WRECKING COMPANY, 200 FEET FZ1338'NORTHWEST OF THE CENTERLINE OF NORTHBOUND LANES OF HIGHWAY, 1 FZ1338'FOOT SOUTHEAST OF HIGHWAY RIGHT-OF-WAY AND FENCELINE. FZ1338'THE MARK IS 1.0 FT S FROM A WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FZ1337 *********************************************************************** FZ1337 DESIGNATION - V 433 RESET 1977 FZ1337 PID - FZ1337 FZ1337 STATE/COUNTY- VA/RUSSELL FZ1337 USGS QUAD - ELK GARDEN (1991) FZ1337 FZ1337 *CURRENT SURVEY CONTROL FZ1337 ___________________________________________________________________ FZ1337* NAD 83(1986)- 36 55 30. (N) 081 59 53. (W) SCALED FZ1337* NAVD 88 - 650.88 (meters) 2135.4 (feet) RESET FZ1337 ___________________________________________________________________ FZ1337 GEOID HEIGHT- -30.71 (meters) GEOID99 FZ1337 FZ1337 VERT ORDER - THIRD FZ1337 FZ1337.The horizontal coordinates were scaled from a topographic map and have FZ1337.an estimated accuracy of +/- 6 seconds. FZ1337 FZ1337.The orthometric height was computed from unverified reset data. FZ1337.No vertical observational check was made to the station. FZ1337 FZ1337.The geoid height was determined by GEOID99. FZ1337 FZ1337; North East Units Estimated Accuracy FZ1337;SPC VA S - 1,071,430. 3,188,410. MT (+/- 180 meters Scaled) FZ1337 FZ1337 SUPERSEDED SURVEY CONTROL FZ1337 FZ1337 NGVD 29 (10/07/03) 651.00 (m) 2135.8 (f) RESET 3 FZ1337 FZ1337.Superseded values are not recommended for survey control. FZ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ1337.See file dsdata.txt to determine how the superseded data were derived. FZ1337 FZ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA111870(NAD 83) FZ1337_MARKER: DB = BENCH MARK DISK FZ1337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ1337_STAMPING: V 433 RESET 1977 FZ1337_PROJECTION: FLUSH FZ1337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ1337+STABILITY: SURFACE MOTION FZ1337 FZ1337 HISTORY - Date Condition Report By FZ1337 HISTORY - 1977 MONUMENTED NGS FZ1337 FZ1337 STATION DESCRIPTION FZ1337 FZ1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 FZ1337'4.8 MI SW FROM ROSEDALE. FZ1337'4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 19 FROM THE POST OFFICE FZ1337'IN ROSEDALE, IN FRONT OF MA AND PAS DRIVE-IN, 61 FEET NORTHEAST FZ1337'OF UTILITY POLE NUMBER 661-93, 31 FEET NORTHWEST OF THE CENTERLINE FZ1337'OF SOUTHBOUND LANES OF HIGHWAY AND 3 FEET SOUTHEAST OF CURBAND 4 FZ1337'INCH PIPE WITH SIGN, AND ABOUT FLUSH IN THE LAWN IN AN ISLAND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AJ3054 *********************************************************************** AJ3054 DESIGNATION - W 433 RESET AJ3054 PID - AJ3054 AJ3054 STATE/COUNTY- VA/RUSSELL AJ3054 USGS QUAD - LEBANON (1991) AJ3054 AJ3054 *CURRENT SURVEY CONTROL AJ3054 ___________________________________________________________________ AJ3054* NAD 83(1986)- 36 54 49. (N) 082 00 44. (W) SCALED AJ3054* NAVD 88 - 615.53 (meters) 2019.5 (feet) RESET AJ3054 ___________________________________________________________________ AJ3054 GEOID HEIGHT- -30.72 (meters) GEOID99 AJ3054 AJ3054 VERT ORDER - THIRD AJ3054 AJ3054.The horizontal coordinates were scaled from a topographic map and have AJ3054.an estimated accuracy of +/- 6 seconds. AJ3054 AJ3054.The orthometric height was computed from unverified reset data. AJ3054.No vertical observational check was made to the station. AJ3054 AJ3054.The geoid height was determined by GEOID99. AJ3054 AJ3054; North East Units Estimated Accuracy AJ3054;SPC VA S - 1,070,220. 3,187,100. MT (+/- 180 meters Scaled) AJ3054 AJ3054 SUPERSEDED SURVEY CONTROL AJ3054 AJ3054.No superseded survey control is available for this station. AJ3054 AJ3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA098857(NAD 83) AJ3054_MARKER: DV = VERTICAL CONTROL DISK AJ3054_SETTING: 32 = CULVERT HEADWALL AJ3054_STAMPING: W 433 RESET 1996 AJ3054_MARK LOGO: NGS AJ3054_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3054+STABILITY: SURFACE MOTION AJ3054 AJ3054 HISTORY - Date Condition Report By AJ3054 HISTORY - 2000 MONUMENTED VADHT AJ3054 AJ3054 STATION DESCRIPTION AJ3054 AJ3054'DESCRIBED BY VA DEPT HWYS-TRANSP 2000 (GWM) AJ3054'4.0 MILES (6.4 KM) NORTHEAST ALONG US HIGHWAY ROUTE 19 FROM LEBANON AJ3054'COURTHOUSE TO MARK SET IN TOP OF SOUTHEAST END OF HEADWALL OF A BOX AJ3054'CULVERT OVER ROARING SPRINGS BRANCH, 6.0 MILES (9.7 KM) SOUTHWEST OF AJ3054'ROSEDALE, 22 FEET (6.7 M) SOUTHWEST OF SOUTH EDGE NORTHBOUD LANE ROUTE AJ3054'19, 1.0 FOOT (0.3 M) BELOW PAVEMENT LEVEL. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 GA0056 *********************************************************************** GA0056 DESIGNATION - X 40 RESET 1958 GA0056 PID - GA0056 GA0056 STATE/COUNTY- VA/RUSSELL GA0056 USGS QUAD - CARBO (1978) GA0056 GA0056 *CURRENT SURVEY CONTROL GA0056 ___________________________________________________________________ GA0056* NAD 83(1986)- 36 56 12. (N) 082 10 23. (W) SCALED GA0056* NAVD 88 - 465.27 (+/-2cm) 1526.5 (feet) VERTCON GA0056 ___________________________________________________________________ GA0056 GEOID HEIGHT- -30.89 (meters) GEOID99 GA0056 GA0056 VERT ORDER - THIRD (See Below) GA0056 GA0056.The horizontal coordinates were scaled from a topographic map and have GA0056.an estimated accuracy of +/- 6 seconds. GA0056 GA0056.The NAVD 88 height was computed by applying the VERTCON shift value to GA0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GA0056.The vertical order pertains to the superseded datum. GA0056 GA0056.The geoid height was determined by GEOID99. GA0056 GA0056; North East Units Estimated Accuracy GA0056;SPC VA S - 1,073,320. 3,172,880. MT (+/- 180 meters Scaled) GA0056 GA0056 SUPERSEDED SURVEY CONTROL GA0056 GA0056 NGVD 29 (10/07/03) 465.42 (m) 1527.0 (f) RESET 3 GA0056 GA0056.Superseded values are not recommended for survey control. GA0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GA0056.See file dsdata.txt to determine how the superseded data were derived. GA0056 GA0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SLA955884(NAD 83) GA0056_MARKER: DD = SURVEY DISK GA0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GA0056_STAMPING: X 40 RESET 1958 GA0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GA0056+STABILITY: SURFACE MOTION GA0056 GA0056 HISTORY - Date Condition Report By GA0056 HISTORY - 1958 MONUMENTED NWRR GA0056 GA0056 STATION DESCRIPTION GA0056 GA0056'DESCRIBED BY NORFOLK AND WESTERN RR 1958 GA0056'1.6 MI E FROM CARBO. GA0056'1.6 MILES EAST ALONG THE NORFOLK AND WESTERN RAILWAY FROM CARBO, GA0056'734 FEET EAST OF MILEPOST 433, 45 FEET SOUTH OF THE CENTERLINE OF GA0056'THE TRACK, 5 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND SET IN GA0056'THE TOP OF A CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AJ3055 *********************************************************************** AJ3055 DESIGNATION - X 433 RESET AJ3055 PID - AJ3055 AJ3055 STATE/COUNTY- VA/RUSSELL AJ3055 USGS QUAD - LEBANON (1991) AJ3055 AJ3055 *CURRENT SURVEY CONTROL AJ3055 ___________________________________________________________________ AJ3055* NAD 83(1986)- 36 54 37. (N) 082 01 39. (W) SCALED AJ3055* NAVD 88 - 595.36 (meters) 1953.3 (feet) RESET AJ3055 ___________________________________________________________________ AJ3055 GEOID HEIGHT- -30.73 (meters) GEOID99 AJ3055 AJ3055 VERT ORDER - THIRD AJ3055 AJ3055.The horizontal coordinates were scaled from a topographic map and have AJ3055.an estimated accuracy of +/- 6 seconds. AJ3055 AJ3055.The orthometric height was computed from unverified reset data. AJ3055.No vertical observational check was made to the station. AJ3055 AJ3055.The geoid height was determined by GEOID99. AJ3055 AJ3055; North East Units Estimated Accuracy AJ3055;SPC VA S - 1,069,900. 3,185,720. MT (+/- 180 meters Scaled) AJ3055 AJ3055 SUPERSEDED SURVEY CONTROL AJ3055 AJ3055.No superseded survey control is available for this station. AJ3055 AJ3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA084854(NAD 83) AJ3055_MARKER: DV = VERTICAL CONTROL DISK AJ3055_SETTING: 32 = CULVERT HEADWALL AJ3055_STAMPING: X 433 RESET 1996 AJ3055_MARK LOGO: NGS AJ3055_MAGNETIC: N = NO MAGNETIC MATERIAL AJ3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AJ3055+STABILITY: SURFACE MOTION AJ3055 AJ3055 HISTORY - Date Condition Report By AJ3055 HISTORY - 2000 MONUMENTED VADHT AJ3055 AJ3055 STATION DESCRIPTION AJ3055 AJ3055'DESCRIBED BY VA DEPT HWYS-TRANSP 2000 (GWM) AJ3055'3.1 MILES (5.0 KM) NORTHEAST ALONG US HIGHWAY 19 FROM LEBANON AJ3055'COURTHOUSE TO MARK SET IN TOP OF SOUTHEAST ENDWALL OF CONCRETE BOX AJ3055'CULVERT IN ROARING SPRINGS CREEK, 23 FEET (7.0 M) SOUTH OF SOUTH EDGE AJ3055'OF PAVEMENT OF NORTHBOUND LANES OF ROUTE 19, ONE FOOT BELOW LEVEL OF AJ3055'HIGHWAY. 37 FEET (11.3 M) SOUTHEAST TO NORTHWEST CORNER OF CONCRETE AJ3055'BRIDGE OVER ROARING SPRINGS CREEK, 40 FEET (12.2 M) WEST TO A POWER AJ3055'POLE (NOT NUMBERED) , 42.25 FEET (12.88 M) SOUTHWEST TO CORNER POST OF AJ3055'A CHAIN LINK YARD FENCE.