1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX4436 *********************************************************************** FX4436 DESIGNATION - BAILEY RM 3 FX4436 PID - FX4436 FX4436 STATE/COUNTY- VA/SUSSEX FX4436 USGS QUAD - JARRATT (1986) FX4436 FX4436 *CURRENT SURVEY CONTROL FX4436 ___________________________________________________________________ FX4436* NAD 83(1986)- 36 49 56. (N) 077 26 56. (W) SCALED FX4436* NAVD 88 - 46.17 (meters) 151.5 (feet) RESET FX4436 ___________________________________________________________________ FX4436 GEOID HEIGHT- -34.03 (meters) GEOID99 FX4436 FX4436 VERT ORDER - THIRD FX4436 FX4436.The horizontal coordinates were scaled from a topographic map and have FX4436.an estimated accuracy of +/- 6 seconds. FX4436 FX4436.The orthometric height was computed from unverified reset data. FX4436.No vertical observational check was made to the station. FX4436 FX4436.The geoid height was determined by GEOID99. FX4436 FX4436; North East Units Estimated Accuracy FX4436;SPC VA S - 1,055,890. 3,593,760. MT (+/- 180 meters Scaled) FX4436 FX4436 SUPERSEDED SURVEY CONTROL FX4436 FX4436 NGVD 29 - 46.53 (m) 152.7 (f) RESET 3 FX4436 FX4436.Superseded values are not recommended for survey control. FX4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4436.See file dsdata.txt to determine how the superseded data were derived. FX4436 FX4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF816790(NAD 83) FX4436_MARKER: DR = REFERENCE MARK DISK FX4436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4436_STAMPING: BAILEY 1959 NO 3 1985 FX4436_MARK LOGO: NGS FX4436_PROJECTION: RECESSED 6 CENTIMETERS FX4436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4436+STABILITY: SURFACE MOTION FX4436 FX4436 HISTORY - Date Condition Report By FX4436 HISTORY - 1985 MONUMENTED NGS FX4436 HISTORY - 19971003 GOOD USPSQD FX4436 HISTORY - 20020110 MARK NOT FOUND USPSQD FX4436 FX4436 STATION DESCRIPTION FX4436 FX4436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4436'1.0 KM (0.60 MI) NORTH FROM JARRETT. FX4436'1.76 KM (1.10 MI) NORTHERLY ON U.S. HIGHWAY 301 FROM THE INTERSECTION FX4436'OF STATE ROAD 646 AT THE EAST EDGE OF JARRETT, TO A GRAVELED ROAD AND FX4436'THE MARK ON THE LEFT, 6.6 M (21.7 FT) SOUTHWEST OF THE CENTER OF THE FX4436'GRAVELED ROAD, 14.8 M (48.6 FT) NORTH OF POWER POLE NO A89-FO97 AND FX4436'23.4 M (76.8 FT) NORTHWEST OF THE CENTER OF U.S. 301. FX4436'THE MARK IS ABOVE LEVEL WITH GRAVELED ROAD. FX4436 FX4436 STATION RECOVERY (1997) FX4436 FX4436'RECOVERY NOTE BY US POWER SQUADRON 1997 FX4436'RECOVERED IN GOOD CONDITION. FX4436 FX4436 STATION RECOVERY (2002) FX4436 FX4436'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB) FX4436'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX1125 *********************************************************************** FX1125 DESIGNATION - C 234 RESET 1974 FX1125 PID - FX1125 FX1125 STATE/COUNTY- VA/SUSSEX FX1125 USGS QUAD - SUSSEX (1990) FX1125 FX1125 *CURRENT SURVEY CONTROL FX1125 ___________________________________________________________________ FX1125* NAD 83(1986)- 36 58 00. (N) 077 16 14. (W) SCALED FX1125* NAVD 88 - 17.20 (meters) 56.4 (feet) RESET FX1125 ___________________________________________________________________ FX1125 GEOID HEIGHT- -34.16 (meters) GEOID99 FX1125 FX1125 VERT ORDER - THIRD FX1125 FX1125.The horizontal coordinates were scaled from a topographic map and have FX1125.an estimated accuracy of +/- 6 seconds. FX1125 FX1125.The orthometric height was computed from unverified reset data. FX1125.No vertical observational check was made to the station. FX1125 FX1125.The geoid height was determined by GEOID99. FX1125 FX1125; North East Units Estimated Accuracy FX1125;SPC VA S - 1,071,000. 3,609,480. MT (+/- 180 meters Scaled) FX1125 FX1125 SUPERSEDED SURVEY CONTROL FX1125 FX1125 NGVD 29 - 17.55 (m) 57.6 (f) RESET 3 FX1125 FX1125.Superseded values are not recommended for survey control. FX1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX1125.See file dsdata.txt to determine how the superseded data were derived. FX1125 FX1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF978935(NAD 83) FX1125_MARKER: DD = SURVEY DISK FX1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX1125_STAMPING: C 234 RESET 1974 FX1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX1125+STABILITY: SURFACE MOTION FX1125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX1125+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 FX1125 FX1125 HISTORY - Date Condition Report By FX1125 HISTORY - 1974 MONUMENTED VADH FX1125 HISTORY - 19971008 GOOD USPSQD FX1125 HISTORY - 20020110 GOOD USPSQD FX1125 FX1125 STATION DESCRIPTION FX1125 FX1125'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974 FX1125'3.9 MI N FROM SUSSEX. FX1125'3.9 MILES NORTH ALONG STATE SECONDARY ROAD 626 FROM SUSSEX, CO., FX1125'110 FEET NORTH OF A NEW ARCH CULVERT, 80 FEET EAST OF CENTERLINE FX1125'OF ROAD, 2 FEET WEST OF POWER POLE 47, STANDARD DISK SET IN FX1125'CONCRETE POST, 4 INCHES ABOVE GROUND. FX1125 FX1125 STATION RECOVERY (1997) FX1125 FX1125'RECOVERY NOTE BY US POWER SQUADRON 1997 FX1125'RECOVERED IN GOOD CONDITION. FX1125 FX1125 STATION RECOVERY (2002) FX1125 FX1125'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR) FX1125'POLE NUMBER IS 48 NOT 47, AND MARK IS FLUSH WITH THE GROUND 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX4140 *********************************************************************** FX4140 DESIGNATION - COLA 2 FX4140 PID - FX4140 FX4140 STATE/COUNTY- VA/SUSSEX FX4140 USGS QUAD - STONY CREEK (1986) FX4140 FX4140 *CURRENT SURVEY CONTROL FX4140 ___________________________________________________________________ FX4140* NAD 83(1993)- 36 53 05.97364(N) 077 24 10.88784(W) ADJUSTED FX4140* NAVD 88 - 29.64 (meters) 97.2 (feet) RESET FX4140 ___________________________________________________________________ FX4140 LAPLACE CORR- -4.02 (seconds) DEFLEC99 FX4140 GEOID HEIGHT- -34.12 (meters) GEOID99 FX4140 FX4140 HORZ ORDER - SECOND FX4140 VERT ORDER - THIRD FX4140 FX4140.The horizontal coordinates were established by classical geodetic methods FX4140.and adjusted by the National Geodetic Survey in September 1995. FX4140 FX4140.The orthometric height was computed from unverified reset data. FX4140.No vertical observational check was made to the station. FX4140 FX4140.The Laplace correction was computed from DEFLEC99 derived deflections. FX4140 FX4140.The geoid height was determined by GEOID99. FX4140 FX4140; North East Units Scale Converg. FX4140;SPC VA S - 1,061,788.183 3,597,786.401 MT 0.99998063 +0 39 56.8 FX4140;UTM 18 - 4,084,810.705 285,849.042 MT 1.00016501 -1 26 34.3 FX4140 FX4140: Primary Azimuth Mark Grid Az FX4140:SPC VA S - NOTTO 2 007 45 01.4 FX4140:UTM 18 - NOTTO 2 009 51 32.5 FX4140 FX4140|---------------------------------------------------------------------| FX4140| PID Reference Object Distance Geod. Az | FX4140| dddmmss.s | FX4140| DC8746 COLA 2 RM 4 9.554 METERS 00615 | FX4140| FX2615 NOTTO 2 APPROX. 1.5 KM 0082458.2 | FX4140| DC8745 COLA 2 RM 3 8.461 METERS 18625 | FX4140|---------------------------------------------------------------------| FX4140 FX4140 SUPERSEDED SURVEY CONTROL FX4140 FX4140 NAD 83(1986)- 36 53 05.98020(N) 077 24 10.90633(W) AD( ) 2 FX4140 NAD 27 - 36 53 05.44609(N) 077 24 11.98471(W) AD( ) 2 FX4140 NGVD 29 - 30.00 (m) 98.4 (f) RESET 3 FX4140 FX4140.Superseded values are not recommended for survey control. FX4140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4140.See file dsdata.txt to determine how the superseded data were derived. FX4140 FX4140_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8584984811(NAD 83) FX4140_MARKER: DS = TRIANGULATION STATION DISK FX4140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4140_STAMPING: COLA 2 1978 FX4140_PROJECTION: FLUSH FX4140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX4140+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 FX4140 FX4140 HISTORY - Date Condition Report By FX4140 HISTORY - 1978 MONUMENTED NGS FX4140 HISTORY - 1978 GOOD NGS FX4140 HISTORY - 19970401 GOOD USPSQD FX4140 HISTORY - 20020110 GOOD USPSQD FX4140 FX4140 STATION DESCRIPTION FX4140 FX4140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) FX4140'THE STATION IS ABOUT 6 MILES NORTH-NORTHEAST OF JARRET, 4 MILES SOUTH FX4140'OF STONY CREEK ON THE RIGHT-OF-WAY OF OLD U. S. HIGHWAY 301 AT A FX4140'ROADSIDE REST AREA. FX4140' FX4140'TO REACH THE STATION FROM THE JUNCTION OF OLD U. S. HIGHWAY 301 AND FX4140'STATE ROUTE 40 IN STONY CREEK, GO SOUTH ON OLD U. S. 301 FOR 4.15 FX4140'MILES TO THE CREST OF A LOW RISE AND THE STATION ON THE RIGHT. FX4140' FX4140'THE STATION MARK, STAMPED COLA 2 1978, IS A STANDARD DISK SET IN THE FX4140'TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE GROUND. FX4140'IT IS 147 FEET NORTH OF A POWER LINE POLE, 129 FEET SOUTH OF A FX4140'POWER LINE POLE, 32.9 FEET WEST OF THE CENTERLINE OF U. S. 301 AND FX4140'1.6 FEET SOUTH OF A WITNESS POST. FX4140' FX4140'REFERENCE MARK 3, STAMPED COLA 2 NO 3 1978, IS A STANDARD DISK SET IN FX4140'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE FX4140'GROUND. IT IS 119 FEET NORTH OF A POWER LINE POLE, 156.5 FEET FX4140'SOUTH OF A POWER LINE POLE, 32.3 FEET WEST OF THE CENTERLINE OF U. FX4140'S. 301 AND 29.5 FEET SOUTH OF A WITNESS POST. FX4140' FX4140'REFERENCE MARK 4, STAMPED COLA 2 NO 4 1978, IS A STANDARD DISK SET IN FX4140'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE FX4140'GROUND. IT IS 178 FEET NORTH OF A POWER LINE POLE, 97.5 FEET SOUTH FX4140'OF A POWER LINE POLE, 32.8 FEET WEST OF THE CENTERLINE OF U. S. 301, FX4140'29.5 FEET NORTH OF A WITNESS POST AND 2 FEET SOUTH OF A WITNESS POST. FX4140' FX4140'TRIANGULATION STATION COLA 1959 AND REFERENCE MARKS 1 AND 2 WERE FX4140'DESTROYED BY MARK MAINTENANCE AT THIS TIME. FX4140 FX4140 STATION RECOVERY (1978) FX4140 FX4140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 FX4140'4.15 MI SOUTH FROM STONY CREEK. FX4140'4.15 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE HIGH SCHOOL IN FX4140'STONY CREEK ON A LOW RISE IN A REST AREA, 147 FEET NORTH OF A FX4140'POWERLINE POLE, 129 FEET SOUTH OF A POWERLINE POLE, 32.9 FEET WEST FX4140'OF THE CENTERLINE OF U.S 301 SOUTH. FX4140'THE MARK IS 1.6 FT S FROM A WITNESS POST. FX4140 FX4140 STATION RECOVERY (1997) FX4140 FX4140'RECOVERY NOTE BY US POWER SQUADRON 1997 FX4140'RECOVERED IN GOOD CONDITION. FX4140 FX4140 STATION RECOVERY (2002) FX4140 FX4140'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK) FX4140'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2620 *********************************************************************** FX2620 DESIGNATION - D 286 RESET 1978 FX2620 PID - FX2620 FX2620 STATE/COUNTY- VA/SUSSEX FX2620 USGS QUAD - MANRY (1969) FX2620 FX2620 *CURRENT SURVEY CONTROL FX2620 ___________________________________________________________________ FX2620* NAD 83(1986)- 36 53 49. (N) 077 05 41. (W) SCALED FX2620* NAVD 88 - 32.24 (meters) 105.8 (feet) RESET FX2620 ___________________________________________________________________ FX2620 GEOID HEIGHT- -34.64 (meters) GEOID99 FX2620 FX2620 VERT ORDER - THIRD FX2620 FX2620.The horizontal coordinates were scaled from a topographic map and have FX2620.an estimated accuracy of +/- 6 seconds. FX2620 FX2620.The orthometric height was computed from unverified reset data. FX2620.No vertical observational check was made to the station. FX2620 FX2620.The geoid height was determined by GEOID99. FX2620 FX2620; North East Units Estimated Accuracy FX2620;SPC VA S - 1,063,480. 3,625,250. MT (+/- 180 meters Scaled) FX2620 FX2620 SUPERSEDED SURVEY CONTROL FX2620 FX2620 NGVD 29 - 32.62 (m) 107.0 (f) RESET 3 FX2620 FX2620.Superseded values are not recommended for survey control. FX2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2620.See file dsdata.txt to determine how the superseded data were derived. FX2620 FX2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF133854(NAD 83) FX2620_MARKER: DB = BENCH MARK DISK FX2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2620_STAMPING: D 286 RESET 1978 FX2620_PROJECTION: PROJECTING 8 CENTIMETERS FX2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2620+STABILITY: SURFACE MOTION FX2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX2620+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2002 FX2620 FX2620 HISTORY - Date Condition Report By FX2620 HISTORY - 1978 MONUMENTED NGS FX2620 HISTORY - 19971105 GOOD USPSQD FX2620 HISTORY - 20020115 GOOD USPSQD FX2620 FX2620 STATION DESCRIPTION FX2620 FX2620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 FX2620'2.6 MI NE FROM LITTLETON. FX2620'FROM JUNCTON OF STATE ROUTE 35 AND COUNTY ROUE 622 IN LITTLETON, FX2620'GO NORTHEAST ON 622 FOR 2.6 MILES TO COUNTY ROUTE 606, TURN RIGHT FX2620'AND GO SOUTHEAST ON 606 FOR 1.8 MILES TO THE UNION HILL CHURCH FX2620'AND MARK ON THE RIGHT, 101 FEET SOUTHEAST OF THE SOUTHEAST CORNER FX2620'OF THE CHURCH, 98 FEET WEST OF THE CENTERLINE OF COUNTY ROUTE 606. FX2620'THE MARK IS 2.5 FT N FROM A WITNESS POST. FX2620 FX2620 STATION RECOVERY (1997) FX2620 FX2620'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2620'RECOVERED IN GOOD CONDITION. FX2620 FX2620 STATION RECOVERY (2002) FX2620 FX2620'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC) FX2620'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX1122 *********************************************************************** FX1122 DESIGNATION - E 234 RESET 1974 FX1122 PID - FX1122 FX1122 STATE/COUNTY- VA/SUSSEX FX1122 USGS QUAD - SUSSEX (1990) FX1122 FX1122 *CURRENT SURVEY CONTROL FX1122 ___________________________________________________________________ FX1122* NAD 83(1986)- 36 56 15. (N) 077 16 24. (W) SCALED FX1122* NAVD 88 - 22.17 (meters) 72.7 (feet) RESET FX1122 ___________________________________________________________________ FX1122 GEOID HEIGHT- -34.22 (meters) GEOID99 FX1122 FX1122 VERT ORDER - THIRD FX1122 FX1122.The horizontal coordinates were scaled from a topographic map and have FX1122.an estimated accuracy of +/- 6 seconds. FX1122 FX1122.The orthometric height was computed from unverified reset data. FX1122.No vertical observational check was made to the station. FX1122 FX1122.The geoid height was determined by GEOID99. FX1122 FX1122; North East Units Estimated Accuracy FX1122;SPC VA S - 1,067,760. 3,609,270. MT (+/- 180 meters Scaled) FX1122 FX1122 SUPERSEDED SURVEY CONTROL FX1122 FX1122 NGVD 29 - 22.52 (m) 73.9 (f) RESET 3 FX1122 FX1122.Superseded values are not recommended for survey control. FX1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX1122.See file dsdata.txt to determine how the superseded data were derived. FX1122 FX1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF975903(NAD 83) FX1122_MARKER: DD = SURVEY DISK FX1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX1122_STAMPING: E 234 RESET 1974 FX1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX1122+STABILITY: SURFACE MOTION FX1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX1122+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 FX1122 FX1122 HISTORY - Date Condition Report By FX1122 HISTORY - 1974 MONUMENTED VADH FX1122 HISTORY - 19971008 GOOD USPSQD FX1122 HISTORY - 20020110 GOOD USPSQD FX1122 FX1122 STATION DESCRIPTION FX1122 FX1122'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1974 FX1122'1.7 MI N FROM SUSSEX. FX1122'1.7 MILES NORTH ALONG STATE SECONDARY ROAD 626 FROM SUSSEX, 145 FX1122'FEET NORTH OF A NEW ARCH CULVERT, 34 FEET WEST OF CENTER LINE FX1122'OF ROAD, 2 FEET EAST OF VEPCO POLE 16. STANDARD DISK SET IN FX1122'CONCRETE POST, 4 INCHES ABOVE GROUND. FX1122 FX1122 STATION RECOVERY (1997) FX1122 FX1122'RECOVERY NOTE BY US POWER SQUADRON 1997 FX1122'RECOVERED IN GOOD CONDITION. FX1122 FX1122 STATION RECOVERY (2002) FX1122 FX1122'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR) FX1122'MARK IS 2FT SOUTH OF POLE 16, NOT EAST, AND IS FLUSH WITH THE GROUND 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX4435 *********************************************************************** FX4435 DESIGNATION - HOPE RESET FX4435 PID - FX4435 FX4435 STATE/COUNTY- VA/SUSSEX FX4435 USGS QUAD - JARRATT (1986) FX4435 FX4435 *CURRENT SURVEY CONTROL FX4435 ___________________________________________________________________ FX4435* NAD 83(1993)- 36 50 41.02220(N) 077 26 14.71631(W) ADJUSTED FX4435* NAVD 88 - 43.88 (meters) 144.0 (feet) RESET FX4435 ___________________________________________________________________ FX4435 LAPLACE CORR- -5.28 (seconds) DEFLEC99 FX4435 GEOID HEIGHT- -34.06 (meters) GEOID99 FX4435 FX4435 HORZ ORDER - SECOND FX4435 VERT ORDER - THIRD FX4435 FX4435.The horizontal coordinates were established by classical geodetic methods FX4435.and adjusted by the National Geodetic Survey in September 1995. FX4435 FX4435.The orthometric height was computed from unverified reset data. FX4435.No vertical observational check was made to the station. FX4435 FX4435.The Laplace correction was computed from DEFLEC99 derived deflections. FX4435 FX4435.The geoid height was determined by GEOID99. FX4435 FX4435; North East Units Scale Converg. FX4435;SPC VA S - 1,057,285.135 3,594,770.632 MT 0.99998675 +0 38 41.7 FX4435;UTM 18 - 4,080,420.793 282,669.084 MT 1.00018192 -1 27 43.8 FX4435 FX4435: Primary Azimuth Mark Grid Az FX4435:SPC VA S - BAILEY 215 57 41.3 FX4435:UTM 18 - BAILEY 218 04 06.8 FX4435 FX4435|---------------------------------------------------------------------| FX4435| PID Reference Object Distance Geod. Az | FX4435| dddmmss.s | FX4435| FX1093 HOPE RM 1 11.440 METERS 04811 | FX4435| FX1097 BAILEY APPROX. 1.7 KM 2163623.0 | FX4435| FX1094 HOPE RM 2 9.774 METERS 31814 | FX4435|---------------------------------------------------------------------| FX4435 FX4435 SUPERSEDED SURVEY CONTROL FX4435 FX4435 NAD 83(1986)- 36 50 41.02872(N) 077 26 14.73468(W) AD( ) 2 FX4435 NGVD 29 - 44.24 (m) 145.1 (f) RESET 3 FX4435 FX4435.Superseded values are not recommended for survey control. FX4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX4435.See file dsdata.txt to determine how the superseded data were derived. FX4435 FX4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8266980421(NAD 83) FX4435_MARKER: DS = TRIANGULATION STATION DISK FX4435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX4435_STAMPING: HOPE 1959 1985 FX4435_MARK LOGO: NGS FX4435_PROJECTION: RECESSED 20 CENTIMETERS FX4435_MAGNETIC: N = NO MAGNETIC MATERIAL FX4435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX4435+STABILITY: SURFACE MOTION FX4435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX4435+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 FX4435 FX4435 HISTORY - Date Condition Report By FX4435 HISTORY - 1985 MONUMENTED NGS FX4435 HISTORY - 19850204 POOR NGS FX4435 HISTORY - 19971003 GOOD USPSQD FX4435 HISTORY - 20020110 GOOD USPSQD FX4435 FX4435 STATION DESCRIPTION FX4435 FX4435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 FX4435'3.2 KM (2.00 MI) NORTH FROM JARRETT. FX4435'10.9 KM (6.75 MI) SOUTH ALONG U.S. HIGHWAY 301 FROM THE INTERSECTION FX4435'OF STATE HIGHWAY 40 IN STONYCREEK TO COUNTY ROAD 645, THENCE SOUTH ON FX4435'U.S. 301 FOR 1.6 KM (1.00 MI) TO THE MARK ON THE RIGHT, 11.1 M FX4435'(36.4 FT) NORTHWEST OF THE CENTERLINE OF U.S. 301, 12.38 M (40.6 FT) FX4435'SOUTHWEST OF POWER POLE NO. A115, M1-67, 47.7 M (156.5 FT) NORTHEAST FX4435'A POWER POLE NO. A-114, M1-35 AND 93.88 M (308.0 FT) NORTHEAST OF A FX4435'SAND ROAD. FX4435'THE MARK IS 0.5 METERS NE FROM A WITNESS POST FX4435 FX4435 STATION RECOVERY (1985) FX4435 FX4435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX4435'THE STATION MARK WAS RECOVERED DISTURBED WITH THE DISK MISSING. A NEW FX4435'SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK. REFERENCE FX4435'MARKS ONE AND TWO WERE RECOVERED. REFERENCE MARK ONE APPEARS TO HAVE FX4435'BEEN STRUCK. THE DISTANCES AND THE DIRECTIONS TO THE REFERENCE MARKS FX4435'CHECKED WITH THE 1959 DESCRIPTION. A COMPLETE NEW DESCRIPTION FX4435'FOLLOWS. FX4435' FX4435'THE STATION IS LOCATED ABOUT 12.8 KM (7.95 MI) SOUTH OF STONY CREEK, FX4435'3.2 KM (2.00 MI) NORTH OF JARRATT ALONG THE WEST RIGHT-OF-WAY OF US FX4435'HIGHWAY 301. TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY FX4435'301 AND STATE HIGHWAY 40 IN STONY CREEK, GO SOUTH ON US HIGHWAY 301 FX4435'FOR 10.9 KM (6.75 MI) TO COUNTY ROAD 645 ON THE LEFT, CONTINUE SOUTH FX4435'ON US 301 FOR 1.6 KM (1.00 MI) TO THE MARK ON THE RIGHT. FX4435' FX4435'THE STATION IS A STANDARD NGS DISK STAMPED--HOPE 1959 1985--, SET INTO FX4435'THE TOP OF A ROUND CONCRETE MONUMENT 58 CM IN DIAMETER, RECESSED 20 CM FX4435'BELOW THE GROUND. LOCATED 1.6 FT (0.5 M) NE FROM A WITNESS POST, 40.6 FX4435'FT (12.4 M) SW FROM A POWERLINE POLE NUMBERED A115, MI-67, 36.4 FT FX4435'(11.1 M) NW FROM THE CENTERLINE OF US HIGHWAY 301, 156.5 FT (47.7 M) FX4435'NE FROM A POWERLINE POLE NUMBERED A-114, M1-35 AND 308.0 FT (93.9 M) FX4435'NE FROM A SAND FIELD ROAD. THE UNDERGROUND MARK IS A STANDARD CGS FX4435'DISK STAMPED--HOPE 1959--, SET IN AN IRREGULAR MASS OF CONCRETE 1.0 M FX4435'(3.3 FT) BELOW THE SURFACE. FX4435' FX4435'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--HOPE NO 1 1959, FX4435'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FX4435'PROJECTING 2 CM ABOVE THE GROUND. LOCATED 4.1 FT (1.2 M) W FROM FX4435'POWERLINE POLE NO A115, M1-67, 39.2 FT (11.9 M) NE FROM THE WITNESS FX4435'POST AND 36.8 FT (11.2 M) NW FROM THE CENTER OF US HIGHWAY 301. FX4435' FX4435'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--HOPE NO 2 1959--, FX4435'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER, FX4435'PROJECTING 1 CM ABOVE THE GROUND. LOCATED 32.3 FT (9.8 M) NW FROM THE FX4435'WITNESS POST, 53.7 FT (16.4 M) W FROM POWERLINE POLE NO A115, MA-67, FX4435'AND 66.9 FT (20.4 M) NW FROM THE CENTERLINE OF US 301. FX4435 FX4435 STATION RECOVERY (1997) FX4435 FX4435'RECOVERY NOTE BY US POWER SQUADRON 1997 FX4435'RECOVERED IN GOOD CONDITION. FX4435 FX4435 STATION RECOVERY (2002) FX4435 FX4435'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB) FX4435'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2615 *********************************************************************** FX2615 CBN - This is a Cooperative Base Network Control Station. FX2615 DESIGNATION - NOTTO 2 FX2615 PID - FX2615 FX2615 STATE/COUNTY- VA/SUSSEX FX2615 USGS QUAD - STONY CREEK (1986) FX2615 FX2615 *CURRENT SURVEY CONTROL FX2615 ___________________________________________________________________ FX2615* NAD 83(1993)- 36 53 54.88304(N) 077 24 01.87776(W) ADJUSTED FX2615* NAVD 88 - 25.80 (meters) 84.6 (feet) RESET FX2615 ___________________________________________________________________ FX2615 X - 1,113,958.105 (meters) COMP FX2615 Y - -4,983,775.199 (meters) COMP FX2615 Z - 3,808,393.211 (meters) COMP FX2615 LAPLACE CORR- -3.75 (seconds) DEFLEC99 FX2615 ELLIP HEIGHT- -8.31 (meters) (08/14/01) GPS OBS FX2615 GEOID HEIGHT- -34.11 (meters) GEOID99 FX2615 FX2615 HORZ ORDER - A FX2615 VERT ORDER - THIRD FX2615 ELLP ORDER - FOURTH CLASS I FX2615 FX2615.The horizontal coordinates were established by GPS observations FX2615.and adjusted by the National Geodetic Survey in August 2001. FX2615 FX2615.The orthometric height was computed from unverified reset data. FX2615.No vertical observational check was made to the station. FX2615 FX2615.The X, Y, and Z were computed from the position and the ellipsoidal ht. FX2615 FX2615.The Laplace correction was computed from DEFLEC99 derived deflections. FX2615 FX2615.The ellipsoidal height was determined by GPS observations FX2615.and is referenced to NAD 83. FX2615 FX2615.The geoid height was determined by GEOID99. FX2615 FX2615; North East Units Scale Converg. FX2615;SPC VA S - 1,063,298.354 3,597,991.936 MT 0.99997868 +0 40 02.3 FX2615;UTM 18 - 4,086,312.567 286,110.058 MT 1.00016363 -1 26 30.6 FX2615 FX2615: Primary Azimuth Mark Grid Az FX2615:SPC VA S - COLA 186 51 59.9 FX2615:UTM 18 - COLA 188 58 32.8 FX2615 FX2615|---------------------------------------------------------------------| FX2615| PID Reference Object Distance Geod. Az | FX2615| dddmmss.s | FX2615| FX2617 NOTTO 2 RM 4 9.313 METERS 00807 | FX2615| FX1082 NOTTO 20.162 METERS 06824 | FX2615| FX1085 COLA APPROX. 2.3 KM 1873202.2 | FX2615| FX4140 COLA 2 APPROX. 1.5 KM 1882503.6 | FX2615| FX2616 NOTTO 2 RM 3 10.313 METERS 18837 | FX2615|---------------------------------------------------------------------| FX2615 FX2615 SUPERSEDED SURVEY CONTROL FX2615 FX2615 NAD 83(1993)- 36 53 54.88373(N) 077 24 01.86794(W) AD( ) 2 FX2615 NAD 83(1986)- 36 53 54.89039(N) 077 24 01.88585(W) AD( ) 2 FX2615 NAD 27 - 36 53 54.35658(N) 077 24 02.96458(W) AD( ) 2 FX2615 NGVD 29 - 26.17 (m) 85.9 (f) RESET 3 FX2615 FX2615.Superseded values are not recommended for survey control. FX2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2615.See file dsdata.txt to determine how the superseded data were derived. FX2615 FX2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8611086313(NAD 83) FX2615_MARKER: DS = TRIANGULATION STATION DISK FX2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2615_STAMPING: NOTTO 2 1978 FX2615_MARK LOGO: NGS FX2615_PROJECTION: FLUSH FX2615_MAGNETIC: O = OTHER; SEE DESCRIPTION FX2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2615+STABILITY: SURFACE MOTION FX2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2615+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 FX2615 FX2615 HISTORY - Date Condition Report By FX2615 HISTORY - 1978 MONUMENTED NGS FX2615 HISTORY - 1978 GOOD NGS FX2615 HISTORY - 19970401 GOOD USPSQD FX2615 HISTORY - 20000228 GOOD VADOT FX2615 HISTORY - 20020110 GOOD USPSQD FX2615 FX2615 STATION DESCRIPTION FX2615 FX2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) FX2615'THE STATION IS ABOUT 7 MILES NORTH-NORTHEAST OF JARRET, 3 MILES SOUTH FX2615'OF STONY CREEK AND NEAR THE SOUTH END OF THE NOTTOWAY RIVER BRIDGE FX2615'IN THE MEDIAN FORMED BY INTERSTATE 95 SOUTH AND OLD U. S. HIGHWAY FX2615'301. FX2615' FX2615'TO REACH THE STATION FROM THE JUNCTION OF OLD U. S. 301 AND STATE FX2615'ROUTE 40 IN STONY CREEK, GO SOUTH ON OLD U. S. 301 FOR 3.3 MILES FX2615'TO THE STATION ON THE LEFT. FX2615' FX2615'THE STATION MARK, STAMPED NOTTO 2, 1978, IS A STANDARD DISK SET IN FX2615'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE FX2615'GROUND SURFACE. IT IS 82 FEET NORTHEAST OF POWER LINE POLE NUMBER FX2615'92, 51 FEET SOUTH OF THE SOUTHEAST END OF THE BRIDGE ON OLD U. S. FX2615'301, 31 FEET SOUTH OF A WITNESS POST, 17.4 FEET EAST OF THE FX2615'CENTERLINE OF U. S. 301 AND 2.7 FEET SOUTH OF A WITNESS POST. FX2615' FX2615'REFERENCE MARK 3, STAMPED NOTTO 2 NO 3 1978, IS A STANDARD DISK SET FX2615'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE FX2615'GROUND SURFACE. IT IS 84.5 FEET SOUTH OF THE SOUTHEAST END OF THE FX2615'BRIDGE ON OLD U. S. 301, 36.5 FEET SOUTH OF A WITNESS POST AND FX2615'16.7 FEET EAST OF THE CENTERLINE OF U. S. 301. FX2615' FX2615'REFERENCE MARK 4, STAMPED NOTTO 2 NO 4 1978, IS A STANDARD DISK SET FX2615'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE FX2615'GROUND SURFACE. IT IS 27.1 FEET NORTH OF A WITNESS POST, 20.9 FEET FX2615'SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE ON U. S. 301, 17.5 FX2615'FEET EAST OF THE CENTERLINE OF OLD U. S. 301 AND 1.5 FEET SOUTHWEST FX2615'OF A WITNESS POST. FX2615' FX2615'TRIANGULATION STATION NOTTO 1959 WAS DESTROYED BY MARK MAINTENANCE FX2615'AT THIS TIME. REFERENCE MARKS 1 AND 2 WERE LEFT AT THE REQUEST OF FX2615'STATE HIGHWAY ENGINEER AND WILL BE DESTROYED BY HIM AT A LATER FX2615'DATE. FX2615 FX2615 STATION RECOVERY (1978) FX2615 FX2615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 FX2615'3.3 MI SOUTH FROM STONY CREEK. FX2615'3.3 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE HIGH SCHOOL IN FX2615'STONY CREEK, AT THE NOTTOWAY RIVER BRIDGE 82 FEET NORTHEAST OF FX2615'POWERLINE POLE 92, 51 FEET SOUTH OF SOUTHEAST END OF BRIDGE, 31 FX2615'FEET SOUTH OF WITNESS POST, AND 17.4 FEET EAST OF THE CENTERLINE FX2615'OF U.S. 301 SOUTH. FX2615'THE MARK IS 2.7 FT S FROM A WITNESS POST. FX2615 FX2615 STATION RECOVERY (1997) FX2615 FX2615'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2615'RECOVERED IN GOOD CONDITION. FX2615 FX2615 STATION RECOVERY (2000) FX2615 FX2615'RECOVERY NOTE BY VIRGINIA DEPARTMENT OF TRANSPORTATION 2000 (TL) FX2615'RECOVERED AS DESCRIBED. FX2615 FX2615 STATION RECOVERY (2002) FX2615 FX2615'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK) FX2615'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2616 *********************************************************************** FX2616 DESIGNATION - NOTTO 2 RM 3 FX2616 PID - FX2616 FX2616 STATE/COUNTY- VA/SUSSEX FX2616 USGS QUAD - STONY CREEK (1986) FX2616 FX2616 *CURRENT SURVEY CONTROL FX2616 ___________________________________________________________________ FX2616* NAD 83(1986)- 36 53 55. (N) 077 24 01. (W) SCALED FX2616* NAVD 88 - 25.88 (meters) 84.9 (feet) RESET FX2616 ___________________________________________________________________ FX2616 GEOID HEIGHT- -34.11 (meters) GEOID99 FX2616 FX2616 VERT ORDER - THIRD FX2616 FX2616.The horizontal coordinates were scaled from a topographic map and have FX2616.an estimated accuracy of +/- 6 seconds. FX2616 FX2616.The orthometric height was computed from unverified reset data. FX2616.No vertical observational check was made to the station. FX2616 FX2616.The geoid height was determined by GEOID99. FX2616 FX2616; North East Units Estimated Accuracy FX2616;SPC VA S - 1,063,300. 3,598,010. MT (+/- 180 meters Scaled) FX2616 FX2616 SUPERSEDED SURVEY CONTROL FX2616 FX2616 NGVD 29 - 26.24 (m) 86.1 (f) RESET 3 FX2616 FX2616.Superseded values are not recommended for survey control. FX2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2616.See file dsdata.txt to determine how the superseded data were derived. FX2616 FX2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF861863(NAD 83) FX2616_MARKER: DR = REFERENCE MARK DISK FX2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2616_STAMPING: NOTTO 2 NO 3 1978 FX2616_PROJECTION: FLUSH FX2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2616+STABILITY: SURFACE MOTION FX2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FX2616+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 FX2616 FX2616 HISTORY - Date Condition Report By FX2616 HISTORY - 1978 MONUMENTED NGS FX2616 HISTORY - 19970401 GOOD USPSQD FX2616 HISTORY - 20020110 GOOD USPSQD FX2616 FX2616 STATION DESCRIPTION FX2616 FX2616'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 FX2616'3.3 MI SOUTH FROM STONY CREEK. FX2616'3.3 MILES SOUTH ALONG U.S. 301 FROM THE HIGH SCHOOL IN STONY CREEK, FX2616'AT THE NOTTOWAY RIVER BRIDGE, 84.5 FEET SOUTH OF THE SOUTHEAST END OF FX2616'THE BRIDGE, AND 16.7 FEET EAST OF THE CENTERLINE OF U.S. 301 SOUTH. FX2616 FX2616 STATION RECOVERY (1997) FX2616 FX2616'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2616'RECOVERED IN GOOD CONDITION. FX2616 FX2616 STATION RECOVERY (2002) FX2616 FX2616'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK) FX2616'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2617 *********************************************************************** FX2617 DESIGNATION - NOTTO 2 RM 4 FX2617 PID - FX2617 FX2617 STATE/COUNTY- VA/SUSSEX FX2617 USGS QUAD - STONY CREEK (1986) FX2617 FX2617 *CURRENT SURVEY CONTROL FX2617 ___________________________________________________________________ FX2617* NAD 83(1986)- 36 53 55. (N) 077 24 01. (W) SCALED FX2617* NAVD 88 - 25.83 (meters) 84.7 (feet) RESET FX2617 ___________________________________________________________________ FX2617 GEOID HEIGHT- -34.11 (meters) GEOID99 FX2617 FX2617 VERT ORDER - THIRD FX2617 FX2617.The horizontal coordinates were scaled from a topographic map and have FX2617.an estimated accuracy of +/- 6 seconds. FX2617 FX2617.The orthometric height was computed from unverified reset data. FX2617.No vertical observational check was made to the station. FX2617 FX2617.The geoid height was determined by GEOID99. FX2617 FX2617; North East Units Estimated Accuracy FX2617;SPC VA S - 1,063,300. 3,598,010. MT (+/- 180 meters Scaled) FX2617 FX2617 SUPERSEDED SURVEY CONTROL FX2617 FX2617 NGVD 29 - 26.20 (m) 86.0 (f) RESET 3 FX2617 FX2617.Superseded values are not recommended for survey control. FX2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2617.See file dsdata.txt to determine how the superseded data were derived. FX2617 FX2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF861863(NAD 83) FX2617_MARKER: DR = REFERENCE MARK DISK FX2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2617_STAMPING: NOTTO 2 NO 4 1978 FX2617_PROJECTION: FLUSH FX2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2617+STABILITY: SURFACE MOTION FX2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX2617+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 FX2617 FX2617 HISTORY - Date Condition Report By FX2617 HISTORY - 1978 MONUMENTED NGS FX2617 HISTORY - 19970401 GOOD USPSQD FX2617 HISTORY - 20020110 GOOD USPSQD FX2617 FX2617 STATION DESCRIPTION FX2617 FX2617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 FX2617'3.3 MI SOUTH FROM STONY CREEK. FX2617'3.3 MILES SOUTH ALONG U.S. HIGHWAY 301 FROM THE HIGH SCHOOL IN FX2617'STONY CREEK, AT THE NOTTOWAY RIVER BRIDGE, 27.1 FEET NORTH OF A FX2617'WITNESS POST, 20.9 FEET SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE, FX2617'AND 17.5 FEET EAST OF THE CENTERLINE OF U.S. 301 SOUTH. FX2617 FX2617 STATION RECOVERY (1997) FX2617 FX2617'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2617'RECOVERED IN GOOD CONDITION. FX2617 FX2617 STATION RECOVERY (2002) FX2617 FX2617'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAK) FX2617'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2619 *********************************************************************** FX2619 DESIGNATION - P 381 RESET 1978 FX2619 PID - FX2619 FX2619 STATE/COUNTY- VA/SUSSEX FX2619 USGS QUAD - STONY CREEK (1986) FX2619 FX2619 *CURRENT SURVEY CONTROL FX2619 ___________________________________________________________________ FX2619* NAD 83(1986)- 36 57 01. (N) 077 23 34. (W) SCALED FX2619* NAVD 88 - 21.45 (meters) 70.4 (feet) RESET FX2619 ___________________________________________________________________ FX2619 GEOID HEIGHT- -34.03 (meters) GEOID99 FX2619 FX2619 VERT ORDER - THIRD FX2619 FX2619.The horizontal coordinates were scaled from a topographic map and have FX2619.an estimated accuracy of +/- 6 seconds. FX2619 FX2619.The orthometric height was computed from unverified reset data. FX2619.No vertical observational check was made to the station. FX2619 FX2619.The geoid height was determined by GEOID99. FX2619 FX2619; North East Units Estimated Accuracy FX2619;SPC VA S - 1,069,040. 3,598,620. MT (+/- 180 meters Scaled) FX2619 FX2619 SUPERSEDED SURVEY CONTROL FX2619 FX2619 NGVD 29 - 21.82 (m) 71.6 (f) RESET 3 FX2619 FX2619.Superseded values are not recommended for survey control. FX2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2619.See file dsdata.txt to determine how the superseded data were derived. FX2619 FX2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF869920(NAD 83) FX2619_MARKER: DB = BENCH MARK DISK FX2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2619_STAMPING: P 381 RESET 1978 FX2619_PROJECTION: FLUSH FX2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2619+STABILITY: SURFACE MOTION FX2619 FX2619 HISTORY - Date Condition Report By FX2619 HISTORY - 1978 MONUMENTED NGS FX2619 HISTORY - 19970401 MARK NOT FOUND USPSQD FX2619 HISTORY - 20020110 MARK NOT FOUND USPSQD FX2619 FX2619 STATION DESCRIPTION FX2619 FX2619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 FX2619'0.4 MI NORTH FROM STONY CREEK. FX2619'0.4 MILE NORTH ALONG US HIGHWAY 301 FROM THE JR HIGH SCHOOLIN FX2619'STONY CREEK, 98 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A LUMBER FX2619'MILL, 4 FT WEST OF A RIGHT-OF-WAY FENCE ALONG WEST SIDE OF I-95 FX2619'AND 1.5 FEET WEST OF A WITNESS POST. FX2619 FX2619 STATION RECOVERY (1997) FX2619 FX2619'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2619'MARK NOT FOUND. FX2619 FX2619 STATION RECOVERY (2002) FX2619 FX2619'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR) FX2619'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2612 *********************************************************************** FX2612 DESIGNATION - Q 381 RESET 1978 FX2612 PID - FX2612 FX2612 STATE/COUNTY- VA/SUSSEX FX2612 USGS QUAD - STONY CREEK (1986) FX2612 FX2612 *CURRENT SURVEY CONTROL FX2612 ___________________________________________________________________ FX2612* NAD 83(1986)- 36 56 29. (N) 077 23 36. (W) SCALED FX2612* NAVD 88 - 22.15 (meters) 72.7 (feet) RESET FX2612 ___________________________________________________________________ FX2612 GEOID HEIGHT- -34.05 (meters) GEOID99 FX2612 FX2612 VERT ORDER - THIRD FX2612 FX2612.The horizontal coordinates were scaled from a topographic map and have FX2612.an estimated accuracy of +/- 6 seconds. FX2612 FX2612.The orthometric height was computed from unverified reset data. FX2612.No vertical observational check was made to the station. FX2612 FX2612.The geoid height was determined by GEOID99. FX2612 FX2612; North East Units Estimated Accuracy FX2612;SPC VA S - 1,068,060. 3,598,580. MT (+/- 180 meters Scaled) FX2612 FX2612 SUPERSEDED SURVEY CONTROL FX2612 FX2612 NGVD 29 - 22.51 (m) 73.9 (f) RESET 3 FX2612 FX2612.Superseded values are not recommended for survey control. FX2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2612.See file dsdata.txt to determine how the superseded data were derived. FX2612 FX2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF868910(NAD 83) FX2612_MARKER: DB = BENCH MARK DISK FX2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2612_STAMPING: Q 381 RESET 1978 FX2612_PROJECTION: FLUSH FX2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2612+STABILITY: SURFACE MOTION FX2612 FX2612 HISTORY - Date Condition Report By FX2612 HISTORY - 1978 MONUMENTED NGS FX2612 HISTORY - 19970401 MARK NOT FOUND USPSQD FX2612 HISTORY - 20020110 MARK NOT FOUND USPSQD FX2612 FX2612 STATION DESCRIPTION FX2612 FX2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 FX2612'0.45 MI SOUTH FROM STONY CREEK. FX2612'0.45 MILE SOUTH ALONG U.S. HIGHWAY 301 FROM THE STONY CREEK JR FX2612'HIGH SCHOOL, 95 FEET NORTHEAST OF A PURINA CHOWS FEED MILL, FX2612'31.5 FEET NORTH OF A POWERLINE POLE, 21 FEET NORTHEAST OF THE FX2612'NORTHEAST CORNER OF A LOADING RAMP, 5.5 FEET NORTH OF A ROUND FX2612'CONCRETE WELL HOUSING. FX2612 FX2612 STATION RECOVERY (1997) FX2612 FX2612'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2612'MARK NOT FOUND. FX2612 FX2612 STATION RECOVERY (2002) FX2612 FX2612'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR) FX2612'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AH2705 *********************************************************************** AH2705 DESIGNATION - Q 51 RESET AH2705 PID - AH2705 AH2705 STATE/COUNTY- VA/SUSSEX AH2705 USGS QUAD - JARRATT (1986) AH2705 AH2705 *CURRENT SURVEY CONTROL AH2705 ___________________________________________________________________ AH2705* NAD 83(1986)- 36 48 55. (N) 077 27 37. (W) SCALED AH2705* NAVD 88 - 47.55 (meters) 156.0 (feet) RESET AH2705 ___________________________________________________________________ AH2705 GEOID HEIGHT- -33.98 (meters) GEOID99 AH2705 AH2705 VERT ORDER - THIRD AH2705 AH2705.The horizontal coordinates were scaled from a topographic map and have AH2705.an estimated accuracy of +/- 6 seconds. AH2705 AH2705.The orthometric height was computed from unverified reset data. AH2705 AH2705.The geoid height was determined by GEOID99. AH2705 AH2705; North East Units Estimated Accuracy AH2705;SPC VA S - 1,053,990. 3,592,770. MT (+/- 180 meters Scaled) AH2705 AH2705 SUPERSEDED SURVEY CONTROL AH2705 AH2705.No superseded survey control is available for this station. AH2705 AH2705_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF805772(NAD 83) AH2705_MARKER: DV = VERTICAL CONTROL DISK AH2705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH2705_STAMPING: Q 51 RESET 1996 AH2705_MARK LOGO: NGS AH2705_PROJECTION: FLUSH AH2705_MAGNETIC: N = NO MAGNETIC MATERIAL AH2705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH2705+STABILITY: SURFACE MOTION AH2705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH2705+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002 AH2705 AH2705 HISTORY - Date Condition Report By AH2705 HISTORY - 1998 MONUMENTED VADHT AH2705 HISTORY - 20020110 GOOD USPSQD AH2705 AH2705 STATION DESCRIPTION AH2705 AH2705'DESCRIBED BY VA DEPT HWYS-TRANSP 1998 (RLD) AH2705'FROM THE INTERSECTION OF ROUTE 301 (BLUE STAR HIGHWAY) AND STATE ROUTE AH2705'58 IN EMPORIA, VA. GO NORTH ON ROUTE 301, 8 MILES (12.9 KM) TO THE AH2705'INTERSECTION OF ROUTE 301 AND ROUTE 139 (JARRATT AVENUE) IN JARRATT, AH2705'VA. GO WEST ON ROUTE 139 FOR 0.3 MILE (0.5 KM) TO THE INTERSECTION OF AH2705'ROUTE 139 AND ROUTE 646 (S HALIFAX ROAD) , GO NORTH ON ROUTE 646 0.2 AH2705'MILE (0.3 KM) TO THE JARRATT SENIOR CITIZENS CENTER ON LEFT. THE DISK AH2705'IS SET 14.2 FEET (4.3 M) SOUTHEAST OF VA POWER POLE NO UB55, 12 FEET AH2705'(3.7 M) NORTHEAST OF A 15 INCH OAK, 8 FEET (2.4 M) NORTHWEST OF A 12 AH2705'INCH ENT PIPE, 12.3 FEET (3.7 M) WEST OF THE EP OF ROUTE 646 (S AH2705'HALIFAX RD) , 11.1 FEET (3.4 M) SOUTHEAST OF A WATER METER, 27 FEET AH2705'(8.2 M) NORTH OF CENTERLINE OF GRAVEL ENT TO JARRATT SENIOR CITIZENS AH2705'CENTER, 116 FEET (35.4 M) SOUTHEAST OF THE NORTHEAST CORNER OF JARRATT AH2705'SENIOR CITIZENS CENTER. AH2705 AH2705 STATION RECOVERY (2002) AH2705 AH2705'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDB) AH2705'COORDINATES ARE INCORRECT THEY SHOLD BE 36 48 54.2N AND 077 27 52.7W. AH2705'ADD CHANGES TO DESCRIPTION DISK IS SET 14.2FT SW OF A 15 INCH OAK AH2705'TREE, 8FT NW OF A 12INCH ENT PIPE, 12.3FT SW OF A WATER METER, 27FT NE AH2705'OF THE CENTERLINE OF GRAVEL ENT TO JARRATT SENIOR CITIZENS CENTER 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 GV5901 *********************************************************************** GV5901 DESIGNATION - ROLANDS RM 3 GV5901 PID - GV5901 GV5901 STATE/COUNTY- VA/SUSSEX GV5901 USGS QUAD - DISPUTANTA SOUTH (1981) GV5901 GV5901 *CURRENT SURVEY CONTROL GV5901 ___________________________________________________________________ GV5901* NAD 83(1986)- 37 04 02. (N) 077 12 22. (W) SCALED GV5901* NAVD 88 - 40.20 (+/-2cm) 131.9 (feet) VERTCON GV5901 ___________________________________________________________________ GV5901 GEOID HEIGHT- -34.01 (meters) GEOID99 GV5901 GV5901 VERT ORDER - THIRD (See Below) GV5901 GV5901.The horizontal coordinates were scaled from a topographic map and have GV5901.an estimated accuracy of +/- 6 seconds. GV5901 GV5901.The NAVD 88 height was computed by applying the VERTCON shift value to GV5901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GV5901.The vertical order pertains to the superseded datum. GV5901 GV5901.The geoid height was determined by GEOID99. GV5901 GV5901; North East Units Estimated Accuracy GV5901;SPC VA S - 1,082,230. 3,615,060. MT (+/- 180 meters Scaled) GV5901 GV5901 SUPERSEDED SURVEY CONTROL GV5901 GV5901 NGVD 29 - 40.54 (m) 133.0 (f) RESET 3 GV5901 GV5901.Superseded values are not recommended for survey control. GV5901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV5901.See file dsdata.txt to determine how the superseded data were derived. GV5901 GV5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG038046(NAD 83) GV5901_MARKER: DR = REFERENCE MARK DISK GV5901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV5901_STAMPING: ROLANDS 1941 NO 3 1965 GV5901_MARK LOGO: CGS GV5901_PROJECTION: FLUSH GV5901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV5901+STABILITY: SURFACE MOTION GV5901 GV5901 HISTORY - Date Condition Report By GV5901 HISTORY - 1941 MONUMENTED CGS GV5901 HISTORY - 1984 GOOD NGS GV5901 HISTORY - 19971013 MARK NOT FOUND USPSQD GV5901 HISTORY - 20020115 MARK NOT FOUND USPSQD GV5901 GV5901 STATION DESCRIPTION GV5901 GV5901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 GV5901'9.6 KM (5.95 MI) NW FROM WEAVERLY. GV5901'7.5 KM (4.65 MI) NORTHWEST ALONG U.S. HIGHWAY 460 FROM THE GV5901'INTERSECTION WITH STATE HIGHWAY 40 IN WEAVERLY, THENCE LEFT, GV5901'SOUTHWESTERLY ON COUNTY ROAD 602 FOR 5.44 KM (3.40 MI) TO THE GV5901'INTERSECTION WITH COUNTY ROAD 625 AND THE MARK ON THE RIGHT, 1.6 M GV5901'(5.2 FT) SOUTHEAST OF A 22-INCH OAK TREE, 9.05 M (29.7 FT) EAST OF THE GV5901'CENTERLINE OF COUNTY ROAD 625 AND 42.0 M (137.8 FT) NORTH OF THE GV5901'CENTERLINE OF COUNTY ROAD 602. GV5901'THE MARK IS 0.4 M ABOVE COUNTY ROAD 625. GV5901 GV5901 STATION RECOVERY (1997) GV5901 GV5901'RECOVERY NOTE BY US POWER SQUADRON 1997 GV5901'MARK NOT FOUND. GV5901 GV5901 STATION RECOVERY (2002) GV5901 GV5901'RECOVERY NOTE BY US POWER SQUADRON 2002 (EEC) GV5901'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX1060 *********************************************************************** FX1060 DESIGNATION - S 71 RESET 1965 FX1060 PID - FX1060 FX1060 STATE/COUNTY- VA/SUSSEX FX1060 USGS QUAD - LITTLETON (1968) FX1060 FX1060 *CURRENT SURVEY CONTROL FX1060 ___________________________________________________________________ FX1060* NAD 83(1986)- 36 59 03. (N) 077 08 50. (W) SCALED FX1060* NAVD 88 - 32.94 (+/-2cm) 108.1 (feet) VERTCON FX1060 ___________________________________________________________________ FX1060 GEOID HEIGHT- -34.33 (meters) GEOID99 FX1060 FX1060 VERT ORDER - THIRD (See Below) FX1060 FX1060.The horizontal coordinates were scaled from a topographic map and have FX1060.an estimated accuracy of +/- 6 seconds. FX1060 FX1060.The NAVD 88 height was computed by applying the VERTCON shift value to FX1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX1060.The vertical order pertains to the superseded datum. FX1060 FX1060.The geoid height was determined by GEOID99. FX1060 FX1060; North East Units Estimated Accuracy FX1060;SPC VA S - 1,073,090. 3,620,430. MT (+/- 180 meters Scaled) FX1060 FX1060 SUPERSEDED SURVEY CONTROL FX1060 FX1060 NGVD 29 - 33.28 (m) 109.2 (f) RESET 3 FX1060 FX1060.Superseded values are not recommended for survey control. FX1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX1060.See file dsdata.txt to determine how the superseded data were derived. FX1060 FX1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF088952(NAD 83) FX1060_MARKER: DB = BENCH MARK DISK FX1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX1060_STAMPING: S 71 RESET 1965 FX1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX1060+STABILITY: SURFACE MOTION FX1060 FX1060 HISTORY - Date Condition Report By FX1060 HISTORY - 1965 MONUMENTED CGS FX1060 HISTORY - 19971031 GOOD USPSQD FX1060 HISTORY - 20020110 MARK NOT FOUND USPSQD FX1060 FX1060 STATION DESCRIPTION FX1060 FX1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 FX1060'4.5 MI SW FROM WAVERLY. FX1060'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 40 FROM THE NORFOLK AND FX1060'WESTERN RAILWAY STATION AT WAVERLY, SUSSEX COUNTY, IN THE SOUTH FX1060'CORNER OF A FARMHOUSE YARD, 54 FEET SOUTHWEST OF THE CENTER OF FX1060'THE DRIVEWAY, 14 FEET NORTHWEST OF THE NORTHWEST EDGE OF RIGHT FX1060'OF WAY, 6.5 FEET NORTHEAST OF TELEPHONE POLE, 1 FOOT NORTHEAST FX1060'OF WIRE FENCE AND 1 FOOT NORTH OF STEEL WITNESS POST. A STANDARD FX1060'DISK, SET IN THE TOP OF A CONCRETE POST ABOUT 10 INCHES IN DIAMETER FX1060'AND PROJECTING ABOUT 3 INCHES. FX1060 FX1060 STATION RECOVERY (1997) FX1060 FX1060'RECOVERY NOTE BY US POWER SQUADRON 1997 FX1060'RECOVERED IN GOOD CONDITION. FX1060 FX1060 STATION RECOVERY (2002) FX1060 FX1060'RECOVERY NOTE BY US POWER SQUADRON 2002 (NMC) FX1060'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2609 *********************************************************************** FX2609 DESIGNATION - STAR 2 FX2609 PID - FX2609 FX2609 STATE/COUNTY- VA/SUSSEX FX2609 USGS QUAD - STONY CREEK (1986) FX2609 FX2609 *CURRENT SURVEY CONTROL FX2609 ___________________________________________________________________ FX2609* NAD 83(1993)- 36 58 29.24923(N) 077 23 35.75535(W) ADJUSTED FX2609* NAVD 88 - 27.50 (meters) 90.2 (feet) RESET FX2609 ___________________________________________________________________ FX2609 LAPLACE CORR- -2.34 (seconds) DEFLEC99 FX2609 GEOID HEIGHT- -33.98 (meters) GEOID99 FX2609 FX2609 HORZ ORDER - THIRD FX2609 VERT ORDER - THIRD FX2609 FX2609.The horizontal coordinates were established by classical geodetic methods FX2609.and adjusted by the National Geodetic Survey in September 1995. FX2609.No horizontal observational check was made to the station. FX2609 FX2609.The orthometric height was computed from unverified reset data. FX2609.No vertical observational check was made to the station. FX2609 FX2609.The Laplace correction was computed from DEFLEC99 derived deflections. FX2609 FX2609.The geoid height was determined by GEOID99. FX2609 FX2609; North East Units Scale Converg. FX2609;SPC VA S - 1,071,762.936 3,598,539.474 MT 0.99996875 +0 40 18.1 FX2609;UTM 18 - 4,094,752.829 286,969.097 MT 1.00015910 -1 26 24.0 FX2609 FX2609|---------------------------------------------------------------------| FX2609| PID Reference Object Distance Geod. Az | FX2609| dddmmss.s | FX2609| FX1070 STAR 329.957 METERS 00524 | FX2609| FX2610 STAR 2 RM 2 41.132 METERS 17844 | FX2609| FX2611 STAR 2 RM 3 20.890 METERS 35922 | FX2609|---------------------------------------------------------------------| FX2609 FX2609 SUPERSEDED SURVEY CONTROL FX2609 FX2609 NAD 83(1986)- 36 58 29.25580(N) 077 23 35.77414(W) AD( ) 3 FX2609 NAD 27 - 36 58 28.71534(N) 077 23 36.84877(W) AD( ) 3 FX2609 NGVD 29 - 27.87 (m) 91.4 (f) RESET 3 FX2609 FX2609.Superseded values are not recommended for survey control. FX2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2609.See file dsdata.txt to determine how the superseded data were derived. FX2609 FX2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8696994753(NAD 83) FX2609_MARKER: DS = TRIANGULATION STATION DISK FX2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2609_STAMPING: STAR 2 1978 FX2609_MARK LOGO: NGS FX2609_PROJECTION: RECESSED 5 CENTIMETERS FX2609_MAGNETIC: N = NO MAGNETIC MATERIAL FX2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2609+STABILITY: SURFACE MOTION FX2609 FX2609 HISTORY - Date Condition Report By FX2609 HISTORY - 1978 MONUMENTED NGS FX2609 HISTORY - 1978 SEE DESCRIPTION NGS FX2609 HISTORY - 19850221 GOOD NGS FX2609 HISTORY - 19970401 GOOD USPSQD FX2609 FX2609 STATION DESCRIPTION FX2609 FX2609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 FX2609'2.0 MI NORTH FROM STONY CREEK. FX2609'2.0 MILES NORTH ALONG THE WEST ACCESS ROAD OF U.S. HIGHWAY 95 FX2609'FROM THE JUNCTION OF I-95 AND STATE ROUE 40 IN STONY CREEK, 197.9 FX2609'FEET NORTH OF THE CENTERLINE OF THE SOUTH ENTRANCE TO THE STONY FX2609'CREEK MOTEL, 200 FEET NORTH OF POWERLINE POLE 91, 96 FEET SOUTHEAST FX2609'OF METAL POLE SUPPORTING A MOTEL SIGN, 72 FEET SOUTH OF POWERLINE FX2609'POLE 96, 40 FEET WEST OF THE CENTERLINE OF THE ACCESS ROAD. FX2609 FX2609 STATION RECOVERY (1978) FX2609 FX2609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN) FX2609'THE STATION IS ABOUT 17 MILES SOUTH OF PETERSBURG, 2 MILES NORTH OF FX2609'STONY CREEK AND ON PROPERTY OF THE STONY CREEK MOTEL. FX2609' FX2609'TO REACH THE STATION FROM THE JUNCTION OF U.S. INTERSTATE 95 AND FX2609'STATE HIGHWAY 40 IN STONY CREEK, GO NORTH ON THE WEST ACCESS ROAD TO FX2609'I-95 FOR 2.05 MILES TO THE MARK ON THE LEFT IN THE FRONT OF THE MOTEL. FX2609' FX2609'STATION MARKS ARE STANDARD DISKS STAMPED---STAR 2 1978---SURFACE FX2609'DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FX2609'RECESSED 2 INCHES BELOW THE GROUND LEVEL. THE UNDERGROUND DISK IS FX2609'SET 46 INCHES BELOW THE GROUND LEVEL IN AN ERREGULAR MASS OF FX2609'CONCRETE. THEY ARE 200 FEET NORTH OF POWERLINE POLE 91, 197.9 FEET FX2609'NORTH OF THE SOUTH ENTRANCE ROAD TO MOTEL, 96.1 FEET SOUTHEAST OF FX2609'A METAL POLE THAT SUPPORTS A MOTEL SIGN, 72 FEET SOUTH OF POWERLINE FX2609'POLE 96 AND 40.5 FEET WEST OF THE CENTERLINE OF THE ACCESS ROAD. FX2609' FX2609'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---STAR 2 NO 2 1978--- FX2609'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED FX2609'1 INCH BELOW GROUND LEVEL. IT IS 66 FEET NORTH-NORTHWEST OF FX2609'POWERLINE POLE 91, 38 FEET WEST OF THE CENTERLINE OF THE ACCESS ROAD, FX2609'34 FEET NORTH OF THE CENTER OF THE SOUTH ENTRANCE ROAD TO THE MOTEL FX2609'AND 3 FEET NORTH OF AN ENTER SIGN. FX2609' FX2609'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---STAR 2 NO 3 1978--- FX2609'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH FX2609'THE GROUND. IT IS 52 FEET EAST-SOUTHEAST OF THE METAL POLE WHICH FX2609'SUPPORTS THE MOTEL SIGN, 40.5 FEET WEST OF THE CENTERLINE OF THE FX2609'ACCESS ROAD AND 4 FEET SOUTH OF POWERLINE POLE 96. FX2609' FX2609'NO SUITABLE LOCATION FOR AZIMUTH MARK AT THIS TIME. FX2609 FX2609 STATION RECOVERY (1985) FX2609 FX2609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX2609'THE STATION MARK AND REFERENCE MARKS TWO AND THREE WERE RECOVERED IN FX2609'GOOD CONDITION. THE DISTANCE AND DIRECTIONS TO THE REFERENCE MARKS FX2609'CHECKS WITH THE 1978 DESCRIPTION. THE LINE OF SIGHT TO STAR 1959 IS FX2609'OBSTRUCTED BY A 20 FT (6.1 M) HIGH, METAL, SIGN WHICH SUPPORTS A ROAD FX2609'MERGING SIGN. A NEW DESCRIPTION FOLLOWS. FX2609' FX2609'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTH OF STONY CREEK, FX2609'0.4 KM (0.25 MI) SOUTH OF COUNTY ROUTE 602 AND IN THE FRONT, EAST SIDE FX2609'OF THE STONY CREEK MOTEL ABOUT 0.16 KM (0.10 MI) SOUTH OF THE DAVIS FX2609'TRUCK STOP. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY FX2609'ROUTE 602 AND US HIGHWAY 301 WHICH IS ABOUT 3.2 KM (2.00 MI) NORTH OF FX2609'STONY CREEK, GO SOUTH ON US 301 FOR 0.4 KM (0.25 MI) TO THE MARK ON FX2609'THE RIGHT. FX2609' FX2609'STATION IS A STANDARD NGS DISK STAMPED--STAR 2 1978--, SET INTO THE FX2609'TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER, RECESSSED 5 CM FX2609'BELOW THE GROUND. LOCATED 40.5 FT (12.3 M) W FROM THE CENTER OF US FX2609'301, 96.1 FT (29.3 M) SE FROM A METAL POST WHICH SUPPORTS A MOTEL FX2609'SIGN, 198.0 FT (60.4 M) N FROM THE CENTER OF THE SOUTH MOST ENTRANCE FX2609'TO MOTEL, 200.0 FT (61.0 M) N FROM A POWERPOLE NUMBERED 91 AND 72.0 FT FX2609'(21.9 M) S FROM A POWER POLE NUMBERED 96. THE UNDERGROUND MARK IS A FX2609'STANDARD NGS DISK STAMPED--STAR 2 1978-, SET INTO AN IRREGULAR MASS OF FX2609'CONCRETE 1.2 M (3.9 FT) BELOW THE SURFACE. FX2609' FX2609'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--STAR 2 NO 2 1978-, FX2609'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER, FX2609'RECESSED 3 CM BELOW THE GROUND. LOCATED 3.0 FT (0.9 M) N FROM A MOTEL FX2609'ENTRANCE SIGN, 34.5 FT (10.5 M) N FROM THE CENTER OF THE SOUTH-MOST FX2609'ENTRANCE ROAD TO THE MOTEL, 38.1 FT (11.6 M) W FROM THE CENTER OF US FX2609'301 AND 66.0 FT (20.1 M) N FROM A POWERPOLE NUMBERED 91. FX2609' FX2609'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--STAR 2 NO 3 1978-, FX2609'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER, FX2609'RECESSED 1 CM BELOW THE GROUND. LOCATED 4.0 FT (1.2 M) S FROM A FX2609'POWERPOLE NUMBERED 96, 40.7 FT (12.4 M) W FROM THE CENTERLINE OF US FX2609'301 AND 52.0 FT (15.8 M) ESE FROM A METAL POLE WHICH SUPPORTS A MOTEL FX2609'SIGN. FX2609 FX2609 STATION RECOVERY (1997) FX2609 FX2609'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2609'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX2618 *********************************************************************** FX2618 DESIGNATION - STONY 2 FX2618 PID - FX2618 FX2618 STATE/COUNTY- VA/SUSSEX FX2618 USGS QUAD - STONY CREEK (1986) FX2618 FX2618 *CURRENT SURVEY CONTROL FX2618 ___________________________________________________________________ FX2618* NAD 83(1993)- 36 56 43.65830(N) 077 23 29.09862(W) ADJUSTED FX2618* NAVD 88 - 22.05 (meters) 72.3 (feet) RESET FX2618 ___________________________________________________________________ FX2618 LAPLACE CORR- -2.72 (seconds) DEFLEC99 FX2618 GEOID HEIGHT- -34.05 (meters) GEOID99 FX2618 FX2618 HORZ ORDER - SECOND FX2618 VERT ORDER - THIRD FX2618 FX2618.The horizontal coordinates were established by classical geodetic methods FX2618.and adjusted by the National Geodetic Survey in September 1995. FX2618 FX2618.The orthometric height was computed from unverified reset data. FX2618.No vertical observational check was made to the station. FX2618 FX2618.The Laplace correction was computed from DEFLEC99 derived deflections. FX2618 FX2618.The geoid height was determined by GEOID99. FX2618 FX2618; North East Units Scale Converg. FX2618;SPC VA S - 1,068,510.146 3,598,742.324 MT 0.99997236 +0 40 22.2 FX2618;UTM 18 - 4,091,494.160 287,051.995 MT 1.00015867 -1 26 16.5 FX2618 FX2618|---------------------------------------------------------------------| FX2618| PID Reference Object Distance Geod. Az | FX2618| dddmmss.s | FX2618| AJ3386 STONY 2 RM 1 12.929 METERS 03757 | FX2618| FX1075 STONY 87.600 METERS 23802 | FX2618| AJ3387 STONY 2 RM 2 17.738 METERS 30356 | FX2618| FX4139 STONY 2 AZ MK 305.110 METERS 31343 | FX2618|---------------------------------------------------------------------| FX2618 FX2618 SUPERSEDED SURVEY CONTROL FX2618 FX2618 NAD 83(1986)- 36 56 43.66481(N) 077 23 29.11740(W) AD( ) 2 FX2618 NAD 27 - 36 56 43.12517(N) 077 23 30.19437(W) AD( ) 2 FX2618 NGVD 29 - 22.42 (m) 73.6 (f) RESET 3 FX2618 FX2618.Superseded values are not recommended for survey control. FX2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2618.See file dsdata.txt to determine how the superseded data were derived. FX2618 FX2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 18STF8705291494(NAD 83) FX2618_MARKER: DS = TRIANGULATION STATION DISK FX2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2618_STAMPING: STONY CREEK 2 1978 FX2618_MARK LOGO: NGS FX2618_PROJECTION: FLUSH FX2618_MAGNETIC: N = NO MAGNETIC MATERIAL FX2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2618+STABILITY: SURFACE MOTION FX2618 FX2618 HISTORY - Date Condition Report By FX2618 HISTORY - 1978 MONUMENTED NGS FX2618 HISTORY - 1978 GOOD NGS FX2618 HISTORY - 19850220 GOOD NGS FX2618 HISTORY - 19970401 MARK NOT FOUND USPSQD FX2618 HISTORY - 20020110 MARK NOT FOUND USPSQD FX2618 FX2618 STATION DESCRIPTION FX2618 FX2618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN) FX2618'THE STATION IS LOCATED AT THE EAST EDGE OF STONY CREEK IN THE FX2618'SOUTHEAST ANGLE OF THE INTERSECTION OF US HIGHWAY 301 AND STATE FX2618'ROUTE 40, AND 0.05 MILE EAST OF THE STONY CREEK JR. HIGH SCHOOL FX2618'ALONG STATE ROUTE 40. THE STATION WAS ESTABLISHED TO REPLACE FX2618'STONY 1959 WHICH IS ENDANGERED BY THE CONSTRUCTION OF INTERSTATE FX2618'HIGHWAY 95. FX2618' FX2618'THE STATION MARK, STAMPED STONY 2 1978 IS A STANDARD DISK SET IN FX2618'THE TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND. FX2618'IT IS 67 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 40, 78 FEET FX2618'SOUTHEAST OF POWERLINE POLE NUMBER 2, 59.2 FEET SOUTHEAST OF A FX2618'METAL WITNESS POST, 24 FEET WEST OF A PROPOSED RIGHT-OF-WAY FENCE FX2618'AND 2.5 FEET SOUTH OF A METAL WITNESS POST. THE UNDERGROUND FX2618'MARK IS SET 42 INCHES BELOW THE GROUND SURFACE. FX2618' FX2618'REFERENCE MARK 1, STAMPED STONY 2 NO 1 1978 IS A STANDARD DISK SET FX2618'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE FX2618'GROUND. IT IS 98.5 FEET EAST OF THE POWERLINE POLE, 75.5 FEET EAST FX2618'OF A METAL WITNESS POST, 40.5 FEET NORTHEAST OF A WITNESS POST, 33 FX2618'FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 40 AND 12.7 FEET EAST FX2618'OF THE PROPOSED RIGHT-OF-WAY FENCE. FX2618' FX2618'REFERENCE MARK 2, STAMPED STONY 2 NO 2 1978 IS A STANDARD DISK SET FX2618'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE FX2618'GROUND. IT IS 34 FEET SOUTH OF THE CENTERLINE OF STATE ROUTE 40, FX2618'57 FEET NORTHWEST OF A METAL WITNESS POST, 24.2 FEET EAST OF THE FX2618'POWERLINE POLE AND 1.5 FEET EAST OF A WITNESS POST. FX2618' FX2618'THE AZIMUTH MARK, STAMPED STONY 2 1978 IS A STANDARD DISK SET IN THE FX2618'TOP OF A 12 INCH SQUARE CONCRETE POST, FLUSH WITH THE GROUND. IT FX2618'IS 84 FEET EAST OF A POWERLINE POLE, 81.7 FEET SOUTHWEST OF THE FX2618'SOUTHWEST CORNER OF THE ROSE OIL CO. BUILDING, 19.4 FEET SOUTH OF FX2618'THE CENTERLINE OF HALIFAX STREET AND 2.3 FEET SOUTH OF A WITNESS FX2618'POST. FX2618' FX2618'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON STATE ROUTE FX2618'40 FOR 0.05 MILE, TURN RIGHT AND GO NORTH ON US HIGHWAY 301 FOR 0.2 FX2618'MILE, TURN LEFT AND GO WEST ON HALIFAX STREET FOR 0.05 MILE TO THE FX2618'MARK ON THE LEFT. FX2618' FX2618'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. FX2618 FX2618 STATION RECOVERY (1978) FX2618 FX2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 FX2618'IN STONY CREEK. FX2618'0.05 MILE SOUTH EAST OF THE STONY CREEK JR HIGH SCHOOL, 78 FEET FX2618'SOUTHEAST OF A POWERLINE POLE NUMBER 2, 67 FEET SOUTH OF STATE FX2618'RT 40, 59.2 FEET SOUTHEAST OF A WITNESS POST, AND 24 FEET OF A FX2618'RIGHT-OF-WAY FENCE. FX2618'THE MARK IS 2.5 FT S FROM A WITNESS POST. FX2618 FX2618 STATION RECOVERY (1985) FX2618 FX2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (HDM) FX2618'ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE DISTANCES AND THE FX2618'DIRECTIONS TO THE REFERENCE MARKS CHECKED WITH THE 1978 DESCRIPTION. FX2618'THE STAMPING ON STONY 2 REFERENCE MARK ONE WAS CHANGED TO NO 3 AND THE FX2618'STAMPING ON REFERENCE MARK TWO WAS CHANGED TO NO 4. DUE TO HIGHWAY FX2618'CHANGES A NEW DESCRIPTION FOLLOWS. FX2618' FX2618'THE STATION IS LOCATED AT STONY CREEK 0.08 KM (0.05 MI) NORTH FX2618'NORTHEAST OF THE INTERSECTION OF STATE ROUTE 40 AND THE I-95 OVERPASS, FX2618'100 M (328.1 FT) EAST OF THE EAST END OF LEE AVENUE WHICH IS AT THE FX2618'SOUTHEAST CORNER OF THE STONY CREEK SCHOOL GROUNDS AND THE FX2618'INTERSECTION OF US HIGHWAY 301 IN STONY CREEK. TO REACH THE STATION FX2618'FROM THE INTERSECTION OF STATE HIGHWAY 40 AND THE ENTRANCE RAMP TO FX2618'I-95 NORTH IN STONY CREEK, GO NORTH ON THE RAMP FOR 0.08 KM (0.05 MI) FX2618'TO THE MARK ON THE RIGHT. FX2618' FX2618'THE STATION IS A STANDARD NGS DISK STAMPED--STONY 2 1978--, SET INTO FX2618'THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER, FLUSH WITH FX2618'GROUND. LOCATED 2.5 FT (0.8 M) S FROM A METAL WITNESS POST, 22.6 FT FX2618'(6.9 M) W FROM THE I-95 RIGHT-OF-WAY FENCE, 46.4 FT (14.1 M) SW FROM A FX2618'POWERLINE AT THE CORNER OF EAST-WEST AND NORTH-SOUTH POWERLINE AND FX2618'83.0 FT (25.3 M) E FROM THE CENTER OF THE ENTRANCE RAMP TO I-95 FX2618'NORTHBOUND. UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--STONY 2 FX2618'1978--, SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT) BELOW FX2618'THE SURFACE. FX2618' FX2618'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--STONY 2 NO 3 1978, FX2618'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN DIAMETER, FX2618'FLUSH WITH GROUND. LOCATED 10.2 FT (3.1 M) NW FROM A POWERLINE POLE, FX2618'NORTHMOST CORNER POLE OF E-W AND N-S LINES, 16.4 FT (5.0 M) E FROM THE FX2618'I-95 RIGHT-OF-WAY FENCE AND 5.6 FT (1.7 M) NE FROM GUY WIRE FOR FX2618'POWERPOLE. FX2618' FX2618'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--STONY 2 NO 4 FX2618'1978--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 32 CM IN FX2618'DIAMETER, FLUSH WITH GROUND. LOCATED 1.0 FT (0.3 M) E FROM A WITNESS FX2618'POST, 4.6 FT (1.4 M) SE FROM A 6-INCH PINE TREE, 53.5 FT (16.3 M) E FX2618'FROM THE APPROXIMATE CENTER OF THE ENTRANCE RAMP TO I-95 NORTHBOUND, FX2618'AND 50.2 FT (15.3 M) W FROM RIGHT-OF-WAY FENCE. FX2618 FX2618 STATION RECOVERY (1997) FX2618 FX2618'RECOVERY NOTE BY US POWER SQUADRON 1997 FX2618'MARK NOT FOUND. FX2618 FX2618 STATION RECOVERY (2002) FX2618 FX2618'RECOVERY NOTE BY US POWER SQUADRON 2002 (CLR) FX2618'MARK NOT FOUND.