1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV5893 *********************************************************************** GV5893 DESIGNATION - BUZ RESET GV5893 PID - GV5893 GV5893 STATE/COUNTY- VA/C OF HAMPTON GV5893 USGS QUAD - NEWPORT NEWS NORTH (1986) GV5893 GV5893 *CURRENT SURVEY CONTROL GV5893 ___________________________________________________________________ GV5893* NAD 83(1993)- 37 04 41.94746(N) 076 25 37.00328(W) ADJUSTED GV5893* NAVD 88 - 7.06 (meters) 23.2 (feet) RESET GV5893 ___________________________________________________________________ GV5893 LAPLACE CORR- -4.91 (seconds) DEFLEC99 GV5893 GEOID HEIGHT- -36.32 (meters) GEOID99 GV5893 GV5893 HORZ ORDER - SECOND GV5893 VERT ORDER - THIRD GV5893 GV5893.The horizontal coordinates were established by classical geodetic methods GV5893.and adjusted by the National Geodetic Survey in September 1995. GV5893 GV5893.The orthometric height was computed from unverified reset data. GV5893.No vertical observational check was made to the station. GV5893 GV5893.The Laplace correction was computed from DEFLEC99 derived deflections. GV5893 GV5893.The geoid height was determined by GEOID99. GV5893 GV5893; North East Units Scale Converg. GV5893;SPC VA S - 1,084,697.967 3,684,314.085 MT 0.99995807 +1 15 29.5 GV5893;UTM 18 - 4,104,512.944 373,162.738 MT 0.99979818 -0 51 37.5 GV5893 GV5893: Primary Azimuth Mark Grid Az GV5893:SPC VA S - BUZ AZ MK 165 28 22.3 GV5893:UTM 18 - BUZ AZ MK 167 35 29.3 GV5893 GV5893|---------------------------------------------------------------------| GV5893| PID Reference Object Distance Geod. Az | GV5893| dddmmss.s | GV5893| GV0224 BUZ RM 4 69.901 METERS 04300 | GV5893| GV4131 LANGLEY AIR FORCE BASE TANK APPROX. 4.5 KM 0652938.8 | GV5893| GV4088 HAMPTON MUNICIPAL TANK APPROX.11.2 KM 1263849.9 | GV5893| GV4125 HAMPTON RAD STA WGH CEN MAST APPROX. 4.7 KM 1562758.4 | GV5893| GV0223 BUZ AZ MK 1664351.8 | GV5893| GV0227 BUZ RM 1 22.273 METERS 17328 | GV5893| GV4137 NEWPORT NEWS STATE POLICE MAST APPROX. 6.1 KM 1855154.4 | GV5893| GV4140 TANK 1 APPROX. 4.9 KM 2323015.9 | GV5893| DC9041 BUZ RM 2 17.322 METERS 32544 | GV5893| GV0225 BUZ RM 3 54.643 METERS 35603 | GV5893|---------------------------------------------------------------------| GV5893 GV5893 SUPERSEDED SURVEY CONTROL GV5893 GV5893 NAD 83(1986)- 37 04 41.95134(N) 076 25 37.04062(W) AD( ) 2 GV5893 NGVD 29 (12/02/03) 7.30 (m) 24.0 (f) RESET 3 GV5893 GV5893.Superseded values are not recommended for survey control. GV5893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV5893.See file dsdata.txt to determine how the superseded data were derived. GV5893 GV5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7316304513(NAD 83) GV5893_MARKER: DH = HORIZONTAL CONTROL DISK GV5893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV5893_STAMPING: BUZ 1934 1986 GV5893_MARK LOGO: NGS GV5893_PROJECTION: FLUSH GV5893_MAGNETIC: N = NO MAGNETIC MATERIAL GV5893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV5893+STABILITY: SURFACE MOTION GV5893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GV5893+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2001 GV5893 GV5893 HISTORY - Date Condition Report By GV5893 HISTORY - 1986 MONUMENTED NGS GV5893 HISTORY - 19860423 GOOD NGS GV5893 HISTORY - 20010312 MARK NOT FOUND USPSQD GV5893 HISTORY - 20010704 GOOD INDIV GV5893 GV5893 STATION DESCRIPTION GV5893 GV5893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 GV5893'IN HAMPTON. GV5893'1.52 KM (0.95 MI) NORTH ALONG BIG BETHEL RD. FROM THE INTERSECTION GV5893'WITH U.S. HIGHWAY 258, MERCURY BLVD., WHICH IS ABOUT 2.4 KM (1.50 MI) GV5893'WEST OF THE INTERSECTION OF U.S. INTERSTATE 64 AND MERCURY BLVD., TO GV5893'STATE HIGHWAY 152. CONTINUE NORTH ON BIG BETHEL RD. FOR 4.08 KM GV5893'(2.55 MI) TO BLACKBURN LANE. TURN LEFT, WEST ON BLACKBURN LANE FOR GV5893'0.16 KM (0.10 MI) TO THE ABUNDANT LIFE TABERNACLE CHURCH AND THE MARK GV5893'ON THE RIGHT, 46.18 M (151.5 FT) EAST OF THE SOUTHEAST CORNER OF THE GV5893'NORTH WING OF THE CHURCH, 22.10 M (72.5 FT) NORTHEAST OF THE CENTER GV5893'OF A 36-INCH OAK TREE, 65.53 M (215.0 FT) NORTH OF THE APPROXIMATE GV5893'CENTER OF BLACKBURN LANE, 32.46 M (106.5 FT) NORTHEAST OF A UTILITY GV5893'POLE WITH A FLOOD LIGHT, 111.07 M (364.4 FT) WEST OF THE CENTERLINE GV5893'OF BIG BETHEL RD., 58.07 M (190.5 FT) NORTH OF A FIRE HYDRANT AND GV5893'81.97 M (268.9 FT) NORTHEAST OF THE SOUTHEAST-MOST CORNER OF THE GV5893'CHURCH. GV5893'THE MARK IS ABOVE LEVEL WITH PARKING PAD AT CHURCH. GV5893 GV5893 STATION RECOVERY (1986) GV5893 GV5893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (HDM) GV5893'THE STATION SURFACE MARK WAS NOT FOUND, HOWEVER THE SUB-SURFACE GV5893'STATION MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE MARK THREE GV5893'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. THE AZIMUTH GV5893'MARK IS OBSTRUCTED BY A HOUSE. AN AZIMUTH MARK NO. 2 WAS ESTABLISHED. GV5893'THE SUB-SURFACE STATION MARK WAS LOWERED AND A NEW SURFACE MARK WAS GV5893'SET. REFERENCE MARK FIVE WAS ESTABLISHED AT THIS TIME. REFERENCE GV5893'MARKS ONE, TWO AND FOUR WERE NOT FOUND. A COMPLETE NEW DESCRIPTION GV5893'FOLLOWS. GV5893' GV5893'THE STATION IS LCOATED IN THE NORTHWEST PART OF THE CITY OF HAMPTON, GV5893'5.68 KILOMETERS (3.55 MI) NORTH OF MERCURY BLVD. 1.04 KILOMETERS (0.65 GV5893'MI) SOUTH OF SAUNDERS ROAD AT THE COMMUNITY OF BETHEL. OWNERSHIP, THE GV5893'TRUSTEES OF THE ABUNDATN LIFE TABERNACLE CHRUCH, 101 BLACKBURN LANE, GV5893'HAMPTON, VIRGINIA. MR. GLEN JONES, PASTOR. TO REACH THE STATION FROM GV5893'THE INTERSECTIN OF U.S. 258, MERCURY BLVD. AND BIG BETHEL ROAD, WHICH GV5893'IS ABOUT 2.4 KILOMETERS (1.5 MI) WEST OF THE INTERSECTION OF GV5893'INTERSTATE 64 AND MERCURY BLVD., GO NORTH ON BIG BETHEL ROAD FOR 1.52 GV5893'KILOMETERS (0.9 MI) TO STATE HIGHWAY 152. CONTINUE NORTH ON BIG GV5893'BETHEL ROAD FOR 3.92 KILOMETERS (2.45 MI) TO THE 1958 AZIMUTH MARK ON GV5893'THE RIGHT. CONTINUE NORTH FOR 0.16 KILOMETERS (0.1 MI) TO BLACKBURN GV5893'LANE ON THE LEFT. TO REACH THE AZIMUTH MARK NO. 2 FROM THIS POINT, GV5893'CONTINUE NORTH FOR 0.4 KILOMETERS (0.25 MI) TO THE AZIMUTH MARK ON THE GV5893'RIGHT. TURN LEFT AND GO WET ON BLACKBURN LANE FOR 0.16 KILOMETERS GV5893'(0.1 MI) TO THE ABUNDANT LIFE TABERNACLE AND THE STATION MARK ON THE GV5893'RIGHT. GV5893' GV5893'THE STATION IS A STANDARD NGS DISK STAMPED--BUZ 1934 1986--,SET INTO GV5893'THE TOP OF A ROUND CONCRETE MONUMENT 33 CM, FLUSH WITH THE GROUND. GV5893'LOCATED 81.97 METERS (131.15 FEET) NORTHEAST FROM THE SOUTHEAST MOST GV5893'CORNER OF THE CHURCH, 58.07 METERS (190.52 FEET) NORTH FROM A FIRE GV5893'HYDRANT, 46.18 METERS (151.5 FEET) EAST FROM THE SOUTHEAST CORNER OF GV5893'THE NORTH WING OF THE CHURCH, 22.10 METERS (72.5 FEET) NORTHEAST FROM GV5893'A 36 INCH OAK TREE, 32.46 METERS (106.5 FEET) NORTHEAST FROM A UTILITY GV5893'POLE WITH A FLOOD LIGHT, 65.53 METERS (215.0 FEET) NORTH FROM THE GV5893'APPROXIMATE CENTER OF BLACKBURN LANE, 111.07 METERS (364.4 FEET) WEST GV5893'FROM THE CENTERLINE OF BIG BETHEL ROAD. THE UNDERGROUND MARK IS A GV5893'STANDARD NGS DISK STAMPED--BUZ 1934 1986--, SET INTO AN IRREGULAR MASS GV5893'OF CONCRETE 1.3 METERS BELOW THE SURFACE. GV5893' GV5893'REFERENCE MARK NO. 3 IS A STANDARD CGS DISK STAMPED--BUZ NO. 3 1934--, GV5893'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, RECESSED 35 CM GV5893'BELOW THE GROUND. LOCATED 0.4 METERS (1.3 FEET) SOUTH FROM A WITNESS GV5893'POST, 48.34 METERS (158.6 FEET) NORTHEAST FROM THE NORTHEAST CORNER OF GV5893'THE NORTHWING OF THE CHURCH, 119.48 METERS (392.0 FEET) NORTH FROM THE GV5893'APPROXIMATE CENTER OF BLACKBURN LANE, 32.92 METERS (108.0 FEET) NORTH GV5893'FROM THE CENTER OF A 30-INCH OAK TREE. NOTE-- THE 1958 RECOVERY GV5893'STATES THAT AN UNDERGROUND STATION MARK DISK STAMPED--BUZ RM NO. 3 GV5893'1934--, WAS SET UNDER THE REFERENCE MARK NO. 3 SURFACE MARK. GV5893' GV5893'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED--BUZ NO. 5 1934 GV5893'1986--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM, FLUSH GV5893'WITH THE GROUND. LOCATED 135.25 METERS (443.73 FEET) WEST FROM THE GV5893'CENTERLINE OF A BETHEL ROAD, 21.95 METERS (72.01 FEET) EAST FROM GV5893'THE SOUTHEAST CORNER OF THE NORTHWING OF THE CHURCH AND ON TANGENT GV5893'WITH THE SOUTH WALL OF THE NORTH WING OF THE CHURCH, 20.42 METERS GV5893'(67.0 FEET) NORTH FROM A UTILITY POLE WITH A FLOOD LIGHT, 64.92 METERS GV5893'(213.0 FEET) NORTH FROM THE APPROXIMATE CENTER OF BLACKBURN LANE. GV5893' GV5893'BUZ AZ 1 IS A STANDARD CGS DISK STAMPED--BUZ 1934 1958--, SET INTO THE GV5893'TOP OF A SQUARE CONCRETE MONUMENT 30 CM IN DIAMETER IN DIAMETER, GV5893'RECESSED 1 CM BELOW THE GROUND. LOCATED 19.11 METERS (62.7 FT) NORTH GV5893'OF THE CENTER OF THE DRIVEWAY TO HOUSE NUMBER 1346, 5.59 (18.0 GV5893'FT) EAST FROM THE CENTER OF BIG BETHEL ROAD, 0.67 M (2.2 FT) NORTH GV5893'FROM POWERLINE POLE NO 62 AND 27.43 M (90.0 FT) NW FROM THE NW CORNER GV5893'OF ATTACHED BRICK GARAGE TO HOUSE NUNBER 1346. GV5893' GV5893'AZIMUTH NO 2 IS A STANDARD NGS DISK STAMPED--BUZ 1934 1986 NO 2--, SET GV5893'INTO THE TOP OF A ROUND CONCRETE POST 32 CM IN DIAMETER, FLUSH WITH GV5893'THE GROUND. LOCATED 6.0 M (19.68 FT) SOUTH FROM THE CENTER OF SOUTH GV5893'CIRCLE DRIVEWAY TO HOUSE 1396, 35.8 M (117.45 FEET) SW FROM THE SW COR GV5893'OF WOOD FRAME HOUSE NO. 1396, 2.5 M (8.2 FEET) EAST FROM A POWER LINE GV5893'POLE NO. 76 (WITH A REFERENCE TAG), 10.3 METERS (33.79 FT) EAST FROM GV5893'THE CENTERLINE OF BIG BETHEL ROAD, 0.30 METERS (0.98 FT) WEST FROM A GV5893'FIBERGLASS WITNESS POST AND 19.65 METERS (64.47 FEET) SOUTHEAST FROM GV5893'UTILITY POLE NO. 3823, ACROSS THE ROAD. NO UNDERGROUND MARK DUE TO GV5893'EXCESSIVE WATER IN HOLE. GV5893 GV5893 STATION RECOVERY (2001) GV5893 GV5893'RECOVERY NOTE BY US POWER SQUADRON 2001 (NJP) GV5893'MARK NOT FOUND. GV5893 GV5893 STATION RECOVERY (2001) GV5893 GV5893'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (PWM) GV5893'MARK FOUND IN GRASS AREA, EAST OF PARKING LOT OF THE ABUNDANT LIFE GV5893'TABERNACLE CHURCH, BETWEEN TWO LARGE OAKS. MARK IS IN GOOD SHAPE AND GV5893'WAS OCCUPIED FOR GPS OBSERVATIONS. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV5894 *********************************************************************** GV5894 DESIGNATION - BUZ RM 5 GV5894 PID - GV5894 GV5894 STATE/COUNTY- VA/C OF HAMPTON GV5894 USGS QUAD - NEWPORT NEWS NORTH (1986) GV5894 GV5894 *CURRENT SURVEY CONTROL GV5894 ___________________________________________________________________ GV5894* NAD 83(1986)- 37 04 42. (N) 076 25 35. (W) SCALED GV5894* NAVD 88 - 7.24 (meters) 23.8 (feet) RESET GV5894 ___________________________________________________________________ GV5894 GEOID HEIGHT- -36.33 (meters) GEOID99 GV5894 GV5894 VERT ORDER - THIRD GV5894 GV5894.The horizontal coordinates were scaled from a topographic map and have GV5894.an estimated accuracy of +/- 6 seconds. GV5894 GV5894.The orthometric height was computed from unverified reset data. GV5894.No vertical observational check was made to the station. GV5894 GV5894.The geoid height was determined by GEOID99. GV5894 GV5894; North East Units Estimated Accuracy GV5894;SPC VA S - 1,084,700. 3,684,360. MT (+/- 180 meters Scaled) GV5894 GV5894 SUPERSEDED SURVEY CONTROL GV5894 GV5894 NGVD 29 (12/02/03) 7.48 (m) 24.5 (f) RESET 3 GV5894 GV5894.Superseded values are not recommended for survey control. GV5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV5894.See file dsdata.txt to determine how the superseded data were derived. GV5894 GV5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG732045(NAD 83) GV5894_MARKER: DR = REFERENCE MARK DISK GV5894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV5894_STAMPING: BUZ NO 5 1934 1986 GV5894_MARK LOGO: NGS GV5894_PROJECTION: FLUSH GV5894_MAGNETIC: N = NO MAGNETIC MATERIAL GV5894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV5894+STABILITY: SURFACE MOTION GV5894 GV5894 HISTORY - Date Condition Report By GV5894 HISTORY - 1986 MONUMENTED NGS GV5894 HISTORY - 19860423 GOOD NGS GV5894 GV5894 STATION DESCRIPTION GV5894 GV5894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 GV5894'IN HAMPTON. GV5894'1.52 KM (0.95 MI) NORTH ALONG BIG BETHEL RD. FROM THE INTERSECTION GV5894'WITH U.S. HIGHWAY 258, MERCURY BLVD., WHICH IS ABOUT 2.4 KM (1.50 MI) GV5894'WEST OF THE INTERSECTION OF INTERSTATE 64 AND MERCURY BLVD., TO STATE GV5894'HIGHWAY 152. CONTINUE NORTH ON BIG BETHEL RD. FOR 4.08 KM (2.55 MI) GV5894'TO BLACKBURN LANE. TURN LEFT, WEST ON BLACKBURN LANE FOR 0.16 KM GV5894'(0.10 MI) TO THE MARK ON THE RIGHT, 21.95 M (72.0 FT) EAST OF THE GV5894'SOUTHEAST CORNER OF THE NORTHWING OF THE CHURCH ON TANGENTS WITH THE GV5894'SOUTH WALL OF THE NORTHWING OF THE CHURCH, 64.92 M (213.0 FT) NORTH GV5894'OF THE APPROXIMATE CENTER OF BLACKBURN LANE, 135.25 M (443.7 FT) WEST GV5894'OF THE CENTERLINE OF BIG BETHEL RD AND 20.42 M (67.0 FT) NORTH OF A GV5894'UTILITY POLE WITH A FLOOD LIGHT. GV5894'THE MARK IS ABOVE LEVEL WITH PARKING PAD AT CHURCH. GV5894 GV5894 STATION RECOVERY (1986) GV5894 GV5894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (HDM) GV5894'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK STAMPED BUZ NO. 5 1934 GV5894'1968 SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 32 CM FLUSH WITH GV5894'THE GROUND. LOCATED 135.25 METERS, 443.73 FEET WEST FROM THE GV5894'CENTERLINE OF A BETHEL ROAD. 21.95 METERS, 72.01 FEET EAST FROM THE GV5894'SOUTHEAST CORNER OF THE NORTHWING OF THE CHURCH AND ON TANGENT WITH GV5894'THE SOUTH WALL OF THE NORTH WING OF THE CHURCH. 20.42 METERS, 67.0 GV5894'FEET NORTH FROM A UTILITY POLE WITH A FLOOD LIGHT. 64.92 METERS, GV5894'213.0 FEET NORTH FROM THE APPROXIMATE CENTER OF BLACKBURN LANE. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV5895 *********************************************************************** GV5895 DESIGNATION - K 378 RESET GV5895 PID - GV5895 GV5895 STATE/COUNTY- VA/C OF HAMPTON GV5895 USGS QUAD - HAMPTON (1986) GV5895 GV5895 *CURRENT SURVEY CONTROL GV5895 ___________________________________________________________________ GV5895* NAD 83(1986)- 37 02 06. (N) 076 21 10. (W) SCALED GV5895* NAVD 88 - 8.52 (meters) 28.0 (feet) RESET GV5895 ___________________________________________________________________ GV5895 GEOID HEIGHT- -36.61 (meters) GEOID99 GV5895 GV5895 VERT ORDER - THIRD GV5895 GV5895.The horizontal coordinates were scaled from a topographic map and have GV5895.an estimated accuracy of +/- 6 seconds. GV5895 GV5895.The orthometric height was computed from unverified reset data. GV5895.No vertical observational check was made to the station. GV5895 GV5895.The geoid height was determined by GEOID99. GV5895 GV5895; North East Units Estimated Accuracy GV5895;SPC VA S - 1,080,040. 3,691,020. MT (+/- 180 meters Scaled) GV5895 GV5895 SUPERSEDED SURVEY CONTROL GV5895 GV5895 NGVD 29 (12/02/03) 8.77 (m) 28.8 (f) RESET 3 GV5895 GV5895.Superseded values are not recommended for survey control. GV5895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV5895.See file dsdata.txt to determine how the superseded data were derived. GV5895 GV5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF796996(NAD 83) GV5895_MARKER: DB = BENCH MARK DISK GV5895_SETTING: 37 = PARAPET WALL GV5895_STAMPING: K 378 RESET 1983 GV5895_MARK LOGO: VADHT GV5895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL GV5895 GV5895 HISTORY - Date Condition Report By GV5895 HISTORY - 1983 MONUMENTED VADHT GV5895 GV5895 STATION DESCRIPTION GV5895 GV5895'DESCRIBED BY VA DEPT HWYS-TRANSP 1983 GV5895'IN HAMPTON. GV5895'IN HAMPTON, ABOUT 0.4 MILE NORTHWEST ALONG INTERSTATE HWY. 64 FROM ITS GV5895'OVERPASS OVER KING ST. SET IN TOP AND 1 FOOT SOUTHEAST ALONG CONCRETE GV5895'PARAPET WALL FROM NORTHWEST END OF WALL OF OVERPASS OF INTERSTATE 64 GV5895'OVER RIP RAP ROAD 33 FEET SOUTHWEST OF CENTERLINE OF SOUTHEAST BOUND GV5895'LANE AND ABOUT 3 FOOT ABOVE BRIDGE FLOOR. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV5896 *********************************************************************** GV5896 DESIGNATION - L 378 RESET GV5896 PID - GV5896 GV5896 STATE/COUNTY- VA/C OF HAMPTON GV5896 USGS QUAD - HAMPTON (1986) GV5896 GV5896 *CURRENT SURVEY CONTROL GV5896 ___________________________________________________________________ GV5896* NAD 83(1986)- 37 02 04. (N) 076 20 48. (W) SCALED GV5896* NAVD 88 - 9.97 (meters) 32.7 (feet) RESET GV5896 ___________________________________________________________________ GV5896 GEOID HEIGHT- -36.62 (meters) GEOID99 GV5896 GV5896 VERT ORDER - THIRD GV5896 GV5896.The horizontal coordinates were scaled from a topographic map and have GV5896.an estimated accuracy of +/- 6 seconds. GV5896 GV5896.The orthometric height was computed from unverified reset data. GV5896.No vertical observational check was made to the station. GV5896 GV5896.The geoid height was determined by GEOID99. GV5896 GV5896; North East Units Estimated Accuracy GV5896;SPC VA S - 1,079,990. 3,691,560. MT (+/- 180 meters Scaled) GV5896 GV5896 SUPERSEDED SURVEY CONTROL GV5896 GV5896 NGVD 29 (12/02/03) 10.21 (m) 33.5 (f) RESET 3 GV5896 GV5896.Superseded values are not recommended for survey control. GV5896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV5896.See file dsdata.txt to determine how the superseded data were derived. GV5896 GV5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF802995(NAD 83) GV5896_MARKER: DB = BENCH MARK DISK GV5896_SETTING: 32 = PARAPET WALL GV5896_STAMPING: L 378 RESET 1983 GV5896_MARK LOGO: VADHT GV5896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV5896+STABILITY: SURFACE MOTION GV5896 GV5896 HISTORY - Date Condition Report By GV5896 HISTORY - 1983 MONUMENTED VADHT GV5896 GV5896 STATION DESCRIPTION GV5896 GV5896'DESCRIBED BY VA DEPT HWYS-TRANSP 1983 GV5896'IN HAMPTON. GV5896'IN HAMPTON, ALONG INTERSTATE HWY. 64, IN TOP AND 1 FOOT SOUTHEAST GV5896'ALONG CONCRETE PARAPET WALL FROM NORTHWEST END OF WALL OF OVERPASS OF GV5896'INTERSTATE HWY. 64 OVER KING ST. 33 FEET SOUTHWEST OF CENTERLINE OF GV5896'SOUTHEAST BOUND LANE AND ABOUT 3 FOOT ABOVE BRIDGE FLOOR. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 FX2313 *********************************************************************** FX2313 DESIGNATION - R 455 RESET 1975 FX2313 PID - FX2313 FX2313 STATE/COUNTY- VA/C OF HAMPTON FX2313 USGS QUAD - NORFOLK NORTH (1989) FX2313 FX2313 *CURRENT SURVEY CONTROL FX2313 ___________________________________________________________________ FX2313* NAD 83(1986)- 36 58 59. (N) 076 18 05. (W) SCALED FX2313* NAVD 88 - 4.40 (meters) 14.4 (feet) RESET FX2313 ___________________________________________________________________ FX2313 GEOID HEIGHT- -36.82 (meters) GEOID99 FX2313 FX2313 VERT ORDER - THIRD FX2313 FX2313.The horizontal coordinates were scaled from a topographic map and have FX2313.an estimated accuracy of +/- 6 seconds. FX2313 FX2313.The orthometric height was computed from unverified reset data. FX2313.No vertical observational check was made to the station. FX2313 FX2313.The geoid height was determined by GEOID99. FX2313 FX2313; North East Units Estimated Accuracy FX2313;SPC VA S - 1,074,380. 3,695,720. MT (+/- 180 meters Scaled) FX2313 FX2313 SUPERSEDED SURVEY CONTROL FX2313 FX2313 NGVD 29 (12/02/03) 4.64 (m) 15.2 (f) RESET 3 FX2313 FX2313.Superseded values are not recommended for survey control. FX2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2313.See file dsdata.txt to determine how the superseded data were derived. FX2313 FX2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF841937(NAD 83) FX2313_MARKER: DB = BENCH MARK DISK FX2313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE FX2313_STAMPING: R 455 RESET 1975 FX2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2313+STABILITY: SURFACE MOTION FX2313 FX2313 HISTORY - Date Condition Report By FX2313 HISTORY - 1975 MONUMENTED NGS FX2313 HISTORY - 1979 GOOD NGS FX2313 FX2313 STATION DESCRIPTION FX2313 FX2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 FX2313'IN HAMPTON. FX2313'IN HAMPTON, ABOUT 0.3 MILE SOUTHWEST ALONG HOPE STREET FROM THE POST FX2313'OFFICE IN PHOEBUS (A SUB-DIVISION OF HAMPTON), THENCE 2.6 MILES FX2313'SOUTH ALONG INTERSTATE 64, AT THE SOUTHEAST ENTRANCE TO THE HAMPTON FX2313'ROADS RUNNEL, SET IN THE CENTER OF A SEAWALL BETWEEN THE NORTH AND FX2313'SOUTH LANES OF INTERSTATE HIGHWAY 64, 92 FEET SOUTHWEST OF THE FX2313'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 61 FEET SOUTHEAST FX2313'OF LIGHT POLE NUMBER 27, AND 42 FEET SOUTHWEST OF THE SOUTHWEST FX2313'CORNER OF THE TUNNEL POLICE CRASH BUILDING. FX2313'THE MARK IS 2 FT ABOVE THE ROAD. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 GV6188 *********************************************************************** GV6188 DESIGNATION - STATION 500 GV6188 PID - GV6188 GV6188 STATE/COUNTY- VA/C OF HAMPTON GV6188 USGS QUAD - HAMPTON (1986) GV6188 GV6188 *CURRENT SURVEY CONTROL GV6188 ___________________________________________________________________ GV6188* NAD 83(1993)- 37 01 03.79550(N) 076 18 50.87729(W) ADJUSTED GV6188* NAVD 88 - 3.4 (meters) 11. (feet) VERTCON GV6188 ___________________________________________________________________ GV6188 X - 1,206,364.301 (meters) COMP GV6188 Y - -4,954,015.476 (meters) COMP GV6188 Z - 3,818,943.462 (meters) COMP GV6188 LAPLACE CORR- -3.35 (seconds) DEFLEC99 GV6188 ELLIP HEIGHT- -33.45 (meters) (05/17/02) GPS OBS GV6188 GEOID HEIGHT- -36.72 (meters) GEOID99 GV6188 GV6188 HORZ ORDER - SECOND GV6188 ELLP ORDER - FOURTH CLASS II GV6188 GV6188.The horizontal coordinates were established by GPS observations GV6188.and adjusted by the National Geodetic Survey in September 1995. GV6188 GV6188.The NAVD 88 height was computed by applying the VERTCON shift value to GV6188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) GV6188 GV6188.The X, Y, and Z were computed from the position and the ellipsoidal ht. GV6188 GV6188.The Laplace correction was computed from DEFLEC99 derived deflections. GV6188 GV6188.The ellipsoidal height was determined by GPS observations GV6188.and is referenced to NAD 83. GV6188 GV6188.The geoid height was determined by GEOID99. GV6188 GV6188; North East Units Scale Converg. GV6188;SPC VA S - 1,078,201.229 3,694,498.153 MT 0.99996392 +1 19 36.0 GV6188;UTM 18 - 4,097,645.442 383,097.945 MT 0.99976835 -0 47 28.6 GV6188 GV6188: Primary Azimuth Mark Grid Az GV6188:SPC VA S - STATION 507 025 26 49.9 GV6188:UTM 18 - STATION 507 027 33 54.5 GV6188 GV6188|---------------------------------------------------------------------| GV6188| PID Reference Object Distance Geod. Az | GV6188| dddmmss.s | GV6188| GV6194 STATION 507 APPROX. 1.1 KM 0264625.9 | GV6188| GV6189 STATION 501 APPROX. 1.0 KM 3170022.5 | GV6188|---------------------------------------------------------------------| GV6188 GV6188 SUPERSEDED SURVEY CONTROL GV6188 GV6188 ELLIP H (09/08/95) -33.42 (m) GP( ) 4 2 GV6188 NAD 83(1986)- 37 01 03.80122(N) 076 18 50.91561(W) AD( ) 2 GV6188 NGVD 29 (09/24/92) 3.6 (m) 12. (f) GPS OBS GV6188 GV6188.Superseded values are not recommended for survey control. GV6188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. GV6188.See file dsdata.txt to determine how the superseded data were derived. GV6188 GV6188_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8309897645(NAD 83) GV6188_MARKER: DD = SURVEY DISK GV6188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT GV6188_STAMPING: HORIZ AND VERT CONTROL MONUMENT STATION 500 GV6188_MARK LOGO: VA1180 GV6188_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT GV6188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO GV6188+STABILITY: SURFACE MOTION GV6188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR GV6188+SATELLITE: SATELLITE OBSERVATIONS - 1992 GV6188 GV6188 HISTORY - Date Condition Report By GV6188 HISTORY - 1992 MONUMENTED RSA GV6188 HISTORY - 20030922 POOR PMI GV6188 GV6188 STATION DESCRIPTION GV6188 GV6188'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1992 GV6188'TO REACH STATION 500 FROM HAMPTON CITY HALL, 22 LINCOLN STREET, GV6188'HAMPTON, VIRGINIA, PROCEED EAST 1/4 BLOCK ON LINCOLN STREET TO EATON GV6188'STREET. TURN RIGHT ON EATON STREET AND TRAVEL 3 BLOCKS TO SETTLERS GV6188'LANDING ROAD. TURN LEFT ON SETTLERS LANDING ROAD AND PROCEED FOR 0.6 GV6188'(+/-) MILE TO I-64. CONTINUE PAST I-64 ON WHAT IS NOW COUNTY STREET GV6188'WEST FOR 0.6(+/-) MILE TO MALLORY STREET. TURN LEFT ON MALLORY GV6188'STREET AND PROCEED 0.2(+/-) MILE TO EAST MERCURY BOULEVARD. TURN GV6188'RIGHT ON EAST MERCURY BOULEVARD AND TRAVEL 0.3(+/-) MILE TO THE GV6188'CAUSEWAY TO FORT MONROE. THE STATION IS LOCATED AT THE EAST SIDE OF GV6188'EAST MERCURY BOULEVARD AT THE NORTH END OF THE CAUSEWAY. GV6188'STATION IS A 3.25 INCH DISK IN CONCRETE, SET 0.3 FT BELOW THE GROUND GV6188'SURFACE, STAMPED STATION 500. THE DISK IS LOCATED 1.5 FT (+/-) EAST GV6188'OF THE GUARD RAIL ON THE EAST SIDE OF EAST MERCURY BOULEVARD, AND GV6188'68.0 FT(+/-) S. OF POWER POLE KN-81, 102 FT SOUTH OF THE END OF THE GV6188'GUARD RAIL, AT THE NORTH END OF THE CAUSEWAY TO FORT MONROE. GV6188'REFERENCE MARK NO.1, STAMPED STA 500-R.M.1, THE DISK IS SET IN AND GV6188'FLUSH WITH THE TOP OF THE WEST CURB OF EAST MERCURY BOULEVARD 30.0 FT GV6188'(+/-) SOUTH OF THE CONCRETE CATCH BASIN AT THE NORTH END OF THE GV6188'CAUSEWAY TO FORT MONROE. GV6188'REFERENCE MARK NO.2, STAMPED PHOEBUS NO. 2 1951. THE DISK IS SET IN GV6188'AND FLUSH WITH THE TOP OF THE CURB OF EAST MERCURY BOULEVARD 88.2 FT GV6188'(+/-) NORTH OF THE NORTH END OF THE CAUSEWAY TO FORT MONROE. GV6188 GV6188 STATION RECOVERY (2003) GV6188 GV6188'RECOVERY NOTE BY PRECISION MEASUREMENTS INC 2003 (HFW) GV6188'STATION WAS FOUND LAYING ON IT'S SIDE IN THE SAND AT THE BASE OF THE GV6188'REMAINING RIP RAP THAT WAS DESTROYED BY HURRICAINE ISABEL ON 9 18 2003 GV6188'AND IS INDEED DISTROYED. 1 National Geodetic Survey, Retrieval Date = JANUARY 5, 2004 AB2952 *********************************************************************** AB2952 DESIGNATION - STATION 553 AB2952 PID - AB2952 AB2952 STATE/COUNTY- VA/C OF HAMPTON AB2952 USGS QUAD - HAMPTON (1986) AB2952 AB2952 *CURRENT SURVEY CONTROL AB2952 ___________________________________________________________________ AB2952* NAD 83(1993)- 37 03 49.13316(N) 076 21 45.99740(W) ADJUSTED AB2952* NAVD 88 - 2. (meters) 7. (feet) SCALED AB2952 ___________________________________________________________________ AB2952 X - 1,201,433.725 (meters) COMP AB2952 Y - -4,952,053.105 (meters) COMP AB2952 Z - 3,823,011.005 (meters) COMP AB2952 LAPLACE CORR- -4.17 (seconds) DEFLEC99 AB2952 ELLIP HEIGHT- -34.84 (meters) (05/17/02) GPS OBS AB2952 GEOID HEIGHT- -36.52 (meters) GEOID99 AB2952 AB2952 HORZ ORDER - FIRST AB2952 ELLP ORDER - FOURTH CLASS II AB2952 AB2952.The horizontal coordinates were established by GPS observations AB2952.and adjusted by the National Geodetic Survey in April 1996. AB2952 AB2952.The orthometric height was scaled from a topographic map. AB2952 AB2952.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB2952 AB2952.The Laplace correction was computed from DEFLEC99 derived deflections. AB2952 AB2952.The ellipsoidal height was determined by GPS observations AB2952.and is referenced to NAD 83. AB2952 AB2952.The geoid height was determined by GEOID99. AB2952 AB2952; North East Units Scale Converg. AB2952;SPC VA S - 1,083,197.540 3,690,055.146 MT 0.99995938 +1 17 49.7 AB2952;UTM 18 - 4,102,801.596 378,843.445 MT 0.99978083 -0 49 17.2 AB2952 AB2952: Primary Azimuth Mark Grid Az AB2952:SPC VA S - STATION 552 071 11 46.1 AB2952:UTM 18 - STATION 552 073 18 53.0 AB2952 AB2952|---------------------------------------------------------------------| AB2952| PID Reference Object Distance Geod. Az | AB2952| dddmmss.s | AB2952| AB2951 STATION 552 APPROX. 1.2 KM 0722935.8 | AB2952|---------------------------------------------------------------------| AB2952 AB2952 SUPERSEDED SURVEY CONTROL AB2952 AB2952 ELLIP H (04/05/96) -34.82 (m) GP( ) 4 1 AB2952 AB2952.Superseded values are not recommended for survey control. AB2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB2952.See file dsdata.txt to determine how the superseded data were derived. AB2952 AB2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUG7884302802(NAD 83) AB2952_MARKER: DD = SURVEY DISK AB2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB2952_STAMPING: STATION 553 AB2952_MARK LOGO: VA1180 AB2952_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AB2952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB2952+STABILITY: SURFACE MOTION AB2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB2952+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2003 AB2952 AB2952 HISTORY - Date Condition Report By AB2952 HISTORY - 1992 MONUMENTED RSA AB2952 HISTORY - 20031103 GOOD RSA AB2952 AB2952 STATION DESCRIPTION AB2952 AB2952'DESCRIBED BY ROUSE-SIRINE ASSOCIATES 1992 (KEL) AB2952'TO REACH STATION 553 FROM HAMPTON CITY HALL, 22 LINCOLN STREET, AB2952'HAMPTON, VIRGINIA, TRAVEL WEST ON LINCOLN STREET 0.4(+/-) MILES TO AB2952'ARMISTEAD AVENUE. TURN RIGHT ON ARMISTEAD AVENUE AND TRAVEL 1.0(+/-) AB2952'MILE TO LASALLE AVENUE. TURN RIGHT AND PROCEED 1.7(+/-) MILES ON AB2952'LASALLE AVENUE TO TIDE MILL LANE. TURN RIGHT ON TIDE MILL LANE AND AB2952'TRAVEL 0.4(+/-) MILES TO ITS END. THE STATION IS LOCATED ON THE WEST AB2952'SIDE OF THE ROAD SOUTH OF THE GUARD RAIL. STATION NO 553, A 3.25IN AB2952'DISK IN CONCRETE SET 0.3FT BELOW THE GROUND SURFACE, STAMPED STATION AB2952'553. THE DISK IS LOCATED 3.0FT(+/-) W OF THE EDGE OF PAVEMENT OF TIDE AB2952'MILL LANE, 5.0FT(+/-) S OF THE GUARD RAIL ACROSS TIDE MILL LANE, AND AB2952'0.35(+/-) MILES NORTH OF THE INTERSECTION OF TIDE MILL LANE AND AB2952'LASALLE AVENUE. REFERENCE MARK NO 1, A 2IN DISK IN CONCRETE SET 0.4FT AB2952'BELOW THE GROUND SURFACE, STAMPED STA 553-R.M.1. THE DISK IS LOCATED AB2952'4.5FT(+/-) W OF THE EDGE OF PAVEMENT OF TIDE MILL LANE AND 5.8FT(+/-) AB2952'S OF THE GUARD RAIL ACROSS TIDE MILL LANE, 0.35 MILESNORTH OF THE AB2952'INTERSECTION OF TIDE MILL LANE AND LASALLE AVENUE. REFERENCE MARK NO AB2952'2, A 2IN DISK IN CONCRETE SET 0.3FT BELOW THE GROUND SURFACE STAMPED AB2952'STA 553-R.M.2. THE DISK IS LOCATED 19.0FT(+/-) W OF THE CENTERLINE OF AB2952'TIDE MILL LANE AND 71.0FT(+/-) S OF THE GUARD RAIL ACROSS TIDE MILL AB2952'LANE AND 0.34(+/-) MILE NORTH OF THE INTERSECTION OF TIDE MILL LANE AB2952'AND LASALLE AVENUE, 23.0FT(+/-) N OF THE GRAVEL DRIVEWAY TO 147 TIDE AB2952'MILL LANE. AB2952 AB2952 STATION RECOVERY (2003) AB2952 AB2952'RECOVERY NOTE BY ROUSE-SIRINE ASSOCIATES 2003 (DWS) AB2952'RECOVERED IN GOOD CONDITION.