1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0520 *********************************************************************** FX0520 DESIGNATION - A 288 RESET 1973 FX0520 PID - FX0520 FX0520 STATE/COUNTY- VA/C OF NORFOLK FX0520 USGS QUAD - NORFOLK SOUTH (1986) FX0520 FX0520 *CURRENT SURVEY CONTROL FX0520 ___________________________________________________________________ FX0520* NAD 83(1986)- 36 51 14. (N) 076 15 50. (W) SCALED FX0520* NAVD 88 - 3.91 (+/-2cm) 12.8 (feet) VERTCON FX0520 ___________________________________________________________________ FX0520 GEOID HEIGHT- -37.12 (meters) GEOID99 FX0520 FX0520 VERT ORDER - THIRD (See Below) FX0520 FX0520.The horizontal coordinates were scaled from a topographic map and have FX0520.an estimated accuracy of +/- 6 seconds. FX0520 FX0520.The NAVD 88 height was computed by applying the VERTCON shift value to FX0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0520.The vertical order pertains to the superseded datum. FX0520 FX0520.The geoid height was determined by GEOID99. FX0520 FX0520; North East Units Estimated Accuracy FX0520;SPC VA S - 1,060,130. 3,699,400. MT (+/- 180 meters Scaled) FX0520 FX0520 SUPERSEDED SURVEY CONTROL FX0520 FX0520 NGVD 29 (10/07/03) 4.17 (m) 13.7 (f) RESET 3 FX0520 FX0520.Superseded values are not recommended for survey control. FX0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0520.See file dsdata.txt to determine how the superseded data were derived. FX0520 FX0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF873794(NAD 83) FX0520_MARKER: DB = BENCH MARK DISK FX0520_SETTING: 30 = MONUMENT FX0520_STAMPING: A 288 RESET 1973 FX0520_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0520 FX0520 HISTORY - Date Condition Report By FX0520 HISTORY - 1973 MONUMENTED NGS FX0520 HISTORY - 1974 GOOD NGS FX0520 FX0520 STATION DESCRIPTION FX0520 FX0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 FX0520'AT NORFOLK. FX0520'AT NORFOLK, ABOUT 300 FEET EAST OF THE INTERSECTION OF PRINCESS FX0520'ANNE ROAD AND PARK AVENUE, 38 FEET SOUTH OF THE CENTERLINE OF FX0520'PRINCESS ANNE ROAD, 4 FEET EAST OF STORM DRAIN, 0.5 FOOT NORTH FX0520'OF CONCRETE CURB AND AT THE SOUTH EDGE OF GRASS MEDIAN BETWEEN FX0520'THE MAIN STREET AND ACCESS ROAD. DISK IS SET FLUSH IN THE FX0520'TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND FX0520'WITH THE CURB. BENCH MARK A 288 1942 WAS DESTROYED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0122 *********************************************************************** FX0122 DESIGNATION - A 452 FX0122 PID - FX0122 FX0122 STATE/COUNTY- VA/C OF NORFOLK FX0122 USGS QUAD - NORFOLK NORTH (1989) FX0122 FX0122 *CURRENT SURVEY CONTROL FX0122 ___________________________________________________________________ FX0122* NAD 83(1986)- 36 53 14. (N) 076 18 11. (W) SCALED FX0122* NAVD 88 - 3.243 (meters) 10.64 (feet) ADJUSTED FX0122 ___________________________________________________________________ FX0122 GEOID HEIGHT- -36.99 (meters) GEOID99 FX0122 DYNAMIC HT - 3.241 (meters) 10.63 (feet) COMP FX0122 MODELED GRAV- 979,860.1 (mgal) NAVD 88 FX0122 FX0122 VERT ORDER - FIRST CLASS I FX0122 FX0122.The horizontal coordinates were scaled from a topographic map and have FX0122.an estimated accuracy of +/- 6 seconds. FX0122 FX0122.The orthometric height was determined by differential leveling FX0122.and adjusted by the National Geodetic Survey in June 1991. FX0122 FX0122.The geoid height was determined by GEOID99. FX0122 FX0122.The dynamic height is computed by dividing the NAVD 88 FX0122.geopotential number by the normal gravity value computed on the FX0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0122.degrees latitude (g = 980.6199 gals.). FX0122 FX0122.The modeled gravity was interpolated from observed gravity values. FX0122 FX0122; North East Units Estimated Accuracy FX0122;SPC VA S - 1,063,750. 3,695,820. MT (+/- 180 meters Scaled) FX0122 FX0122 SUPERSEDED SURVEY CONTROL FX0122 FX0122 NGVD 29 (??/??/92) 3.486 (m) 11.44 (f) ADJ UNCH 1 1 FX0122 FX0122.Superseded values are not recommended for survey control. FX0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0122.See file dsdata.txt to determine how the superseded data were derived. FX0122 FX0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF838831(NAD 83) FX0122_MARKER: DB = BENCH MARK DISK FX0122_SETTING: 36 = BUILDING FX0122_STAMPING: A 452 1968 FX0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX0122+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003 FX0122 FX0122 HISTORY - Date Condition Report By FX0122 HISTORY - 1968 MONUMENTED CGS FX0122 HISTORY - 1971 GOOD NGS FX0122 HISTORY - 19981003 GOOD USPSQD FX0122 HISTORY - 20030913 GOOD USPSQD FX0122 FX0122 STATION DESCRIPTION FX0122 FX0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0122'AT NORFOLK. FX0122'AT NORFOLK, AT OLD DOMINION UNIVERSITY, ABOUT 0.95 MILE NORTH FX0122'ALONG HAMPTON BOULEVARD FROM THE UNDERPASS FOR THE NORFOLK FX0122'AND WESTERN RAILWAY, SET IN THE TOP OF THE GRANITE FLOOR OF FX0122'THE PATIO AT THE EXTREME SOUTHEAST CORNER OF THE HUGHES FX0122'LIBRARY, 276 FEET WEST OF THE WEST CURB OF THE WEST LANES OF FX0122'HAMPTON BOULEVARD, 48 FEET NORTH OF THE EXTENDED CENTER LINE FX0122'OF 48TH STREET, 2.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF FX0122'A STONE COLUMN AT THE SOUTHEAST CORNER OF THE PATIO, AND ABOUT FX0122'2 1/2 FEET ABOVE THE LEVEL OF THE GROUND. NOTE-- THE RESIDENT FX0122'ARCHITECT AT THE UNIVERSITY, MR. HERBERT GYEZ, INFORMED THIS FX0122'PARTY THAT THE LIBRARY BUILDING WAS BUILT ON PILING THAT FX0122'WERE DRIVEN 60 TO 80 FEET IN THE GROUND. FX0122 FX0122 STATION RECOVERY (1998) FX0122 FX0122'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0122'RECOVERED IN GOOD CONDITION. FX0122 FX0122 STATION RECOVERY (2003) FX0122 FX0122'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0122'NOTE THE HUGHES LIBRARY IS NOW NAMED HUGHES HALL 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0123 *********************************************************************** FX0123 DESIGNATION - B 452 FX0123 PID - FX0123 FX0123 STATE/COUNTY- VA/C OF NORFOLK FX0123 USGS QUAD - NORFOLK NORTH (1989) FX0123 FX0123 *CURRENT SURVEY CONTROL FX0123 ___________________________________________________________________ FX0123* NAD 83(1986)- 36 53 06. (N) 076 18 22. (W) SCALED FX0123* NAVD 88 - 3.888 (meters) 12.76 (feet) ADJUSTED FX0123 ___________________________________________________________________ FX0123 GEOID HEIGHT- -36.99 (meters) GEOID99 FX0123 DYNAMIC HT - 3.885 (meters) 12.75 (feet) COMP FX0123 MODELED GRAV- 979,859.8 (mgal) NAVD 88 FX0123 FX0123 VERT ORDER - FIRST CLASS I FX0123 FX0123.The horizontal coordinates were scaled from a topographic map and have FX0123.an estimated accuracy of +/- 6 seconds. FX0123 FX0123.The orthometric height was determined by differential leveling FX0123.and adjusted by the National Geodetic Survey in June 1991. FX0123 FX0123.The geoid height was determined by GEOID99. FX0123 FX0123.The dynamic height is computed by dividing the NAVD 88 FX0123.geopotential number by the normal gravity value computed on the FX0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0123.degrees latitude (g = 980.6199 gals.). FX0123 FX0123.The modeled gravity was interpolated from observed gravity values. FX0123 FX0123; North East Units Estimated Accuracy FX0123;SPC VA S - 1,063,490. 3,695,550. MT (+/- 180 meters Scaled) FX0123 FX0123 SUPERSEDED SURVEY CONTROL FX0123 FX0123 NGVD 29 (??/??/92) 4.130 (m) 13.55 (f) ADJ UNCH 1 1 FX0123 FX0123.Superseded values are not recommended for survey control. FX0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0123.See file dsdata.txt to determine how the superseded data were derived. FX0123 FX0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF836829(NAD 83) FX0123_MARKER: DB = BENCH MARK DISK FX0123_SETTING: 36 = BUILDING FX0123_STAMPING: B 452 1968 FX0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0123 FX0123 HISTORY - Date Condition Report By FX0123 HISTORY - 1968 MONUMENTED CGS FX0123 HISTORY - 1971 GOOD NGS FX0123 HISTORY - 19981003 GOOD USPSQD FX0123 HISTORY - 20030913 GOOD USPSQD FX0123 FX0123 STATION DESCRIPTION FX0123 FX0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0123'AT NORFOLK. FX0123'AT NORFOLK, ABOUT 0.75 MILE NORTH ALONG HAMPTON BOULEVARD FX0123'FROM THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, THENCE FX0123'0.2 MILE W. ALONG 45TH STREET, AT OLD DOMINION UNIVERSITY, AT THE FX0123'CHEMICAL LABORATORY BUILDING, SET IN THE TOP AND 5.1 FEET FX0123'SOUTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE FLOOR OF THE FX0123'PORCH ON THE BUILDING, 75 FEET SOUTH OF THE EXTENDED CENTER FX0123'LINE OF 46TH STREET, 1.7 FEET WEST OF THE EAST EDGE OF THE FX0123'FLOOR, 0.8 FOOT NORTH OF THE NORTH EDGE OF A CONCRETE PILLAR, FX0123'AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND. NOTE-- THE FX0123'RESIDENT ARCHITECT AT THE UNIVERSITY, MR. HERBERT GYEZ, INFORMED FX0123'THIS PARTY THAT THE CHEMISTRY BUILDING WAS BUILT ON PILING THAT FX0123'WERE DRIVEN 60 TO 80 FEET IN THE GROUND. FX0123 FX0123 STATION RECOVERY (1998) FX0123 FX0123'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0123'RECOVERED IN GOOD CONDITION. FX0123 FX0123 STATION RECOVERY (2003) FX0123 FX0123'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0123'NOTE THE CHEMICAL LABORATORY BUILDING IS NOW NAMED THE ALFRIEND FX0123'CHEMISTRY BUILDING. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX3179 *********************************************************************** FX3179 DESIGNATION - BABE FX3179 PID - FX3179 FX3179 STATE/COUNTY- VA/C OF NORFOLK FX3179 USGS QUAD - NORFOLK NORTH (1989) FX3179 FX3179 *CURRENT SURVEY CONTROL FX3179 ___________________________________________________________________ FX3179* NAD 83(1993)- 36 53 26.85785(N) 076 17 38.81519(W) ADJUSTED FX3179* NAVD 88 - 1. (meters) 3. (feet) SCALED FX3179 ___________________________________________________________________ FX3179 LAPLACE CORR- -3.29 (seconds) DEFLEC99 FX3179 GEOID HEIGHT- -37.01 (meters) GEOID99 FX3179 FX3179 HORZ ORDER - THIRD FX3179 FX3179.The horizontal coordinates were established by classical geodetic methods FX3179.and adjusted by the National Geodetic Survey in September 1995. FX3179 FX3179.The orthometric height was scaled from a topographic map. FX3179 FX3179.The Laplace correction was computed from DEFLEC99 derived deflections. FX3179 FX3179.The geoid height was determined by GEOID99. FX3179 FX3179; North East Units Scale Converg. FX3179;SPC VA S - 1,064,160.942 3,696,608.063 MT 0.99997979 +1 20 19.7 FX3179;UTM 18 - 4,083,539.699 384,687.480 MT 0.99976381 -0 46 37.0 FX3179 FX3179: Primary Azimuth Mark Grid Az FX3179:SPC VA S - OAK 054 16 30.3 FX3179:UTM 18 - OAK 056 23 27.0 FX3179 FX3179|---------------------------------------------------------------------| FX3179| PID Reference Object Distance Geod. Az | FX3179| dddmmss.s | FX3179| FX3223 LAM APPROX. 0.5 KM 0332606.9 | FX3179| FX3249 OAK APPROX. 0.5 KM 0553650.0 | FX3179| DC8044 BABE RM 1 9.395 METERS 20807 | FX3179| DC8045 BABE RM 2 7.340 METERS 26958 | FX3179| FX3298 WIND APPROX. 1.0 KM 3571342.8 | FX3179|---------------------------------------------------------------------| FX3179 FX3179 SUPERSEDED SURVEY CONTROL FX3179 FX3179 NAD 83(1986)- 36 53 26.86372(N) 076 17 38.85091(W) AD( ) 3 FX3179 NAD 27 - 36 53 26.33000(N) 076 17 40.05200(W) AD( ) 3 FX3179 FX3179.Superseded values are not recommended for survey control. FX3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3179.See file dsdata.txt to determine how the superseded data were derived. FX3179 FX3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8468783540(NAD 83) FX3179_MARKER: DS = TRIANGULATION STATION DISK FX3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX3179 FX3179 HISTORY - Date Condition Report By FX3179 HISTORY - 1929 MONUMENTED CGS FX3179 HISTORY - 1943 SEE DESCRIPTION CGS FX3179 HISTORY - 19981114 MARK NOT FOUND USPSQD FX3179 HISTORY - 20030913 MARK NOT FOUND USPSQD FX3179 FX3179 STATION DESCRIPTION FX3179 FX3179'DESCRIBED BY COAST AND GEODETIC SURVEY 1929 FX3179'STATION IS ABOUT 100 METERS E OF THE COLLEY AVENUE BRIDGE ON THE FX3179'S BANK OF THE LAFAYETTE RIVER, ON THE PROPERTY OF THE FLORENCE FX3179'CRITTENDEN HOME. IT IS AT THE W END OF THE BULKHEAD AND JUST FX3179'INSIDE IT. STATION IS ABOUT 8 METERS FROM HIGH-WATER LINE AND FX3179'IS ABOUT 5 INCHES ABOVE THE GROUND. FX3179' FX3179'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN FX3179'CONCRETE AS DESCRIBED IN NOTES 1A AND 11A. FX3179' FX3179'UNDERGROUND MARK IS A BLOCK OF CONCRETE BELOW THE GROUND FX3179'CONTAINING A GLASS BOTTLE AS DESCRIBED IN NOTE 7D. FX3179 FX3179 STATION RECOVERY (1943) FX3179 FX3179'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (FLG) FX3179'THE SURFACE MARK WAS FOUND ABOUT 50 METERS FROM THE STATION. FX3179'IT WAS BROKEN, WITH A BRONZE DISK STAMPED BABE 1929. THE FX3179'DISTANCES WERE MEASURED AND THE UNDERGROUND MARK WAS FOUND FLUSH FX3179'WITH THE SURFACE. THE BULKHEAD HAS BEEN EITHER WASHED OUT OR FX3179'REMOVED. FX3179' FX3179'REFERENCE MARK 1 IS SE OF THE STATION, 9.395 METERS DISTANT, IN FX3179'A SOLID MARSH GRASS FLUSH WITH THE GROUND. IT IS STAMPED NO 1 FX3179'1929. FX3179' FX3179'REFERENCE MARK 2 IS W OF THE STATION, 7.340 METERS DISTANT, FX3179'ABOUT 4 METERS FROM HIGH-WATER LINE, FLUSH WITH THE GROUND. FX3179 FX3179 STATION RECOVERY (1998) FX3179 FX3179'RECOVERY NOTE BY US POWER SQUADRON 1998 FX3179'MARK NOT FOUND. FX3179 FX3179 STATION RECOVERY (2003) FX3179 FX3179'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX3179'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX3190 *********************************************************************** FX3190 DESIGNATION - BOL FX3190 PID - FX3190 FX3190 STATE/COUNTY- VA/C OF NORFOLK FX3190 USGS QUAD - NORFOLK NORTH (1989) FX3190 FX3190 *CURRENT SURVEY CONTROL FX3190 ___________________________________________________________________ FX3190* NAD 83(1993)- 36 53 29.70543(N) 076 18 56.27277(W) ADJUSTED FX3190* NAVD 88 - 1. (meters) 3. (feet) SCALED FX3190 ___________________________________________________________________ FX3190 LAPLACE CORR- -2.91 (seconds) DEFLEC99 FX3190 GEOID HEIGHT- -36.97 (meters) GEOID99 FX3190 FX3190 HORZ ORDER - THIRD FX3190 FX3190.The horizontal coordinates were established by classical geodetic methods FX3190.and adjusted by the National Geodetic Survey in September 1995. FX3190 FX3190.The orthometric height was scaled from a topographic map. FX3190 FX3190.The Laplace correction was computed from DEFLEC99 derived deflections. FX3190 FX3190.The geoid height was determined by GEOID99. FX3190 FX3190; North East Units Scale Converg. FX3190;SPC VA S - 1,064,204.106 3,694,688.680 MT 0.99997968 +1 19 32.7 FX3190;UTM 18 - 4,083,653.668 382,771.406 MT 0.99976930 -0 47 23.5 FX3190 FX3190: Primary Azimuth Mark Grid Az FX3190:SPC VA S - CRANEY ISLAND LIGHT 271 19 05.8 FX3190:UTM 18 - CRANEY ISLAND LIGHT 273 26 02.0 FX3190 FX3190|---------------------------------------------------------------------| FX3190| PID Reference Object Distance Geod. Az | FX3190| dddmmss.s | FX3190| DC8085 BOL RM 1 14.610 METERS 03436 | FX3190| DC8086 BOL RM 2 20.495 METERS 11254 | FX3190| FX3307 CRANEY ISLAND LIGHT APPROX. 2.0 KM 2723838.5 | FX3190| FX3286 US SHIPPING BOARD TANK APPROX. 2.9 KM 3384640.7 | FX3190|---------------------------------------------------------------------| FX3190 FX3190 SUPERSEDED SURVEY CONTROL FX3190 FX3190 NAD 83(1986)- 36 53 29.71120(N) 076 18 56.30841(W) AD( ) 3 FX3190 NAD 27 - 36 53 29.18100(N) 076 18 57.51100(W) AD( ) 3 FX3190 FX3190.Superseded values are not recommended for survey control. FX3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX3190.See file dsdata.txt to determine how the superseded data were derived. FX3190 FX3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8277183654(NAD 83) FX3190_MARKER: DS = TRIANGULATION STATION DISK FX3190_SETTING: 0 = UNSPECIFIED SETTING FX3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX3190+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003 FX3190 FX3190 HISTORY - Date Condition Report By FX3190 HISTORY - 1951 MONUMENTED CGS FX3190 HISTORY - 1984 SEE DESCRIPTION USPSQD FX3190 HISTORY - 1987 MARK NOT FOUND USPSQD FX3190 HISTORY - 19981003 MARK NOT FOUND USPSQD FX3190 HISTORY - 20030913 GOOD USPSQD FX3190 FX3190 STATION DESCRIPTION FX3190 FX3190'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (EOH) FX3190'ON THE E BANK OF THE ELIZABETH RIVER, IN THE EDGEWATER SECTION FX3190'OF NORFOLK, AND AT THE EXTREME W END OF BOLLING AVENUE. THERE FX3190'ARE SIX 2-INCH IRON PIPE POSTS AT THE END OF THE STREET. FX3190'THE MARK IS SET IN THE CONCRETE PAVING BETWEEN THE SECOND FX3190'AND THIRD POSTS FROM THE N AND APPROXIMATELY 6 FEET FROM FX3190'THE WATERS EDGE. MARK IS A STANDARD DISK. FX3190' FX3190'R.M. 1 IS A STANDARD DISK SET IN THE TOP OF THE S END OF THE FX3190'CONCRETE SEA WALL N OF THE STATION. FX3190' FX3190'R.M. 2 IS THE CENTER OF THE SCREW ON THE TOP OF THE FIREPLUG FX3190'ON THE S SIDE OF BOLLING AVENUE. FX3190 FX3190 STATION RECOVERY (1984) FX3190 FX3190'RECOVERY NOTE BY US POWER SQUADRON 1984 (LAH) FX3190'STATION RECOVERED POOR. FX3190' FX3190'ROAD HAS BEEN RESURFACED. 2 INCH IRON PIPES PREVIOUSLY DESCRIBED FX3190'HAVE BEEN REPLACED WITH 4 HIGHWAY GUARD RAIL POSTS. POSSIBLE FX3190'LOCATION OF MARK IS CIRCLE PAINTED FLUORESCENT RED WITH A NAIL IN FX3190'CENTER. R.M. 1 COULD NOT BE LOCATED. R.M. 2 RECOVERED AS FX3190'DESCRIBED PREVIOUSLY. CRANEY ISLAND LIGHT SIGHTED. FX3190 FX3190 STATION RECOVERY (1987) FX3190 FX3190'RECOVERY NOTE BY US POWER SQUADRON 1987 (LAH) FX3190'MARK NOT FOUND. FX3190 FX3190 STATION RECOVERY (1998) FX3190 FX3190'RECOVERY NOTE BY US POWER SQUADRON 1998 FX3190'MARK NOT FOUND. FX3190 FX3190 STATION RECOVERY (2003) FX3190 FX3190'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX3190'NOTE STATION AND RM1 NOT FOUND. RM2 RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX2631 *********************************************************************** FX2631 DESIGNATION - BOWERS RM 3 FX2631 PID - FX2631 FX2631 STATE/COUNTY- VA/C OF NORFOLK FX2631 USGS QUAD - BOWERS HILL (1986) FX2631 FX2631 *CURRENT SURVEY CONTROL FX2631 ___________________________________________________________________ FX2631* NAD 83(1986)- 36 48 02. (N) 076 23 20. (W) SCALED FX2631* NAVD 88 - 4.24 (meters) 13.9 (feet) RESET FX2631 ___________________________________________________________________ FX2631 GEOID HEIGHT- -36.86 (meters) GEOID99 FX2631 FX2631 VERT ORDER - THIRD FX2631 FX2631.The horizontal coordinates were scaled from a topographic map and have FX2631.an estimated accuracy of +/- 6 seconds. FX2631 FX2631.The orthometric height was computed from unverified reset data. FX2631.No vertical observational check was made to the station. FX2631 FX2631.The geoid height was determined by GEOID99. FX2631 FX2631; North East Units Estimated Accuracy FX2631;SPC VA S - 1,053,960. 3,688,390. MT (+/- 180 meters Scaled) FX2631 FX2631 SUPERSEDED SURVEY CONTROL FX2631 FX2631 NGVD 29 (10/07/03) 4.50 (m) 14.8 (f) RESET 3 FX2631 FX2631.Superseded values are not recommended for survey control. FX2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2631.See file dsdata.txt to determine how the superseded data were derived. FX2631 FX2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF760736(NAD 83) FX2631_MARKER: DR = REFERENCE MARK DISK FX2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2631_STAMPING: BOWERS 1959 NO 3 1976 FX2631_PROJECTION: PROJECTING 5 CENTIMETERS FX2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2631+STABILITY: SURFACE MOTION FX2631 FX2631 HISTORY - Date Condition Report By FX2631 HISTORY - 1976 MONUMENTED NGS FX2631 FX2631 STATION DESCRIPTION FX2631 FX2631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 FX2631'2.0 MI NE FROM BOWERS HILL. FX2631'1.85 MILES NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FX2631'FROM THE U.S. HIGHWAY 460 AND 13 OVERPASS OVER THE RAILWAY FX2631'IN BOWERS HILL, THENCE ABOUT 0.2 MILE NORTHWEST AND ACROSS FX2631'COUNTRY TO A RADIO TOWER AND STATION SITE, ABOUT 0.1 MILE FX2631'SOUTHEAST OF AND AT ABOUT A RIGHT ANGLE ACROSS U.S. HIGHWAY FX2631'58 FROM THE NORTHEAST ENTRANCE TO GREENLAWN MEMORIAL CEMETERY, FX2631'IN VIRGINIA DIVISION OF FORESTRY PORTSMOUTH HEADQUARTERS, 47.30 FX2631'FEET SOUTHWEST OF TRIANGULATION STATION BOWERS 1959 1962 DESCRIBED, FX2631'13.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF METAL BUILDING AND FX2631'1.0 FOOT NORTHEAST OF WIRE FENCE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0124 *********************************************************************** FX0124 DESIGNATION - C 452 FX0124 PID - FX0124 FX0124 STATE/COUNTY- VA/C OF NORFOLK FX0124 USGS QUAD - NORFOLK NORTH (1989) FX0124 FX0124 *CURRENT SURVEY CONTROL FX0124 ___________________________________________________________________ FX0124* NAD 83(1986)- 36 53 10. (N) 076 18 45. (W) SCALED FX0124* NAVD 88 - 3.407 (meters) 11.18 (feet) ADJUSTED FX0124 ___________________________________________________________________ FX0124 GEOID HEIGHT- -36.98 (meters) GEOID99 FX0124 DYNAMIC HT - 3.404 (meters) 11.17 (feet) COMP FX0124 MODELED GRAV- 979,859.7 (mgal) NAVD 88 FX0124 FX0124 VERT ORDER - FIRST CLASS I FX0124 FX0124.The horizontal coordinates were scaled from a topographic map and have FX0124.an estimated accuracy of +/- 6 seconds. FX0124 FX0124.The orthometric height was determined by differential leveling FX0124.and adjusted by the National Geodetic Survey in June 1991. FX0124 FX0124.The geoid height was determined by GEOID99. FX0124 FX0124.The dynamic height is computed by dividing the NAVD 88 FX0124.geopotential number by the normal gravity value computed on the FX0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0124.degrees latitude (g = 980.6199 gals.). FX0124 FX0124.The modeled gravity was interpolated from observed gravity values. FX0124 FX0124; North East Units Estimated Accuracy FX0124;SPC VA S - 1,063,600. 3,694,980. MT (+/- 180 meters Scaled) FX0124 FX0124 SUPERSEDED SURVEY CONTROL FX0124 FX0124 NGVD 29 (??/??/92) 3.649 (m) 11.97 (f) ADJ UNCH 1 1 FX0124 FX0124.Superseded values are not recommended for survey control. FX0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0124.See file dsdata.txt to determine how the superseded data were derived. FX0124 FX0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF830830(NAD 83) FX0124_MARKER: DB = BENCH MARK DISK FX0124_SETTING: 36 = BUILDING FX0124_STAMPING: C 452 1968 FX0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX0124+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003 FX0124 FX0124 HISTORY - Date Condition Report By FX0124 HISTORY - 1968 MONUMENTED CGS FX0124 HISTORY - 1971 GOOD NGS FX0124 HISTORY - 19981003 GOOD USPSQD FX0124 HISTORY - 20030913 GOOD USPSQD FX0124 FX0124 STATION DESCRIPTION FX0124 FX0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0124'AT NORFOLK. FX0124'AT NORFOLK, ABOUT 0.75 MILE NORTH ALONG HAMPTON BOULEVARD FX0124'FROM THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, THENCE FX0124'0.55 MILE WEST ALONG 45TH STREET, THENCE 0.1 MILE NORTH ALONG FX0124'POWAHATAN STREET, AT OLD DOMINION UNIVERSITY, AT THE PHYSICAL FX0124'EDUCATION BUILDING WHICH IS BETWEEN 45TH AND 48TH STREETS, SET FX0124'IN THE CENTER OF THE TOP OF THE CONCRETE LANDING AT THE TOP FX0124'OF THE STEPS THAT LEADS TO THE WEST ENTRANCE TO THE BUILDING, FX0124'40.0 FEET EAST OF THE EAST CURB OF THE EAST LANES OF POWAHATAN FX0124'STREET, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE SIDEWALK. FX0124'NOTE-- THE RESIDENT ARCHITECT AT THE UNIVERSITY, MR. HERBERT FX0124'GYEZ, INFORMED THIS PARTY THAT THE BUILDING WAS BUILT ON FX0124'PILING THAT WERE DRIVEN 100 FEET IN THE GROUND. FX0124 FX0124 STATION RECOVERY (1998) FX0124 FX0124'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0124'RECOVERED IN GOOD CONDITION. FX0124 FX0124 STATION RECOVERY (2003) FX0124 FX0124'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0124'NOTE CHANGE 0.55 MILE WEST ALONG 45TH STREET TO READ 43RD STREET. FX0124'CHANGE THENCE 0.1 MILE NORTH ALONG POWAHATAN STREET TO READ 0.2 MILES. FX0124'THE PHYSICAL EDUCATION BUILDING IS NOW NAMED THE HEALTH AND PHYSICAL FX0124'EDUCATION BUILDING. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0408 *********************************************************************** FX0408 DESIGNATION - J 323 RESET FX0408 PID - FX0408 FX0408 STATE/COUNTY- VA/C OF NORFOLK FX0408 USGS QUAD - BOWERS HILL (1986) FX0408 FX0408 *CURRENT SURVEY CONTROL FX0408 ___________________________________________________________________ FX0408* NAD 83(1986)- 36 46 34. (N) 076 26 46. (W) SCALED FX0408* NAVD 88 - 5.91 (+/-2cm) 19.4 (feet) VERTCON FX0408 ___________________________________________________________________ FX0408 GEOID HEIGHT- -36.71 (meters) GEOID99 FX0408 FX0408 VERT ORDER - THIRD (See Below) FX0408 FX0408.This mark is at Hampton Roads Airport (PVG) FX0408 FX0408.The horizontal coordinates were scaled from a topographic map and have FX0408.an estimated accuracy of +/- 6 seconds. FX0408 FX0408.The NAVD 88 height was computed by applying the VERTCON shift value to FX0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0408.The vertical order pertains to the superseded datum. FX0408 FX0408.The geoid height was determined by GEOID99. FX0408 FX0408; North East Units Estimated Accuracy FX0408;SPC VA S - 1,051,130. 3,683,340. MT (+/- 180 meters Scaled) FX0408 FX0408 SUPERSEDED SURVEY CONTROL FX0408 FX0408 NGVD 29 (10/07/03) 6.28 (m) 20.6 (f) RESET 3 FX0408 FX0408.Superseded values are not recommended for survey control. FX0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0408.See file dsdata.txt to determine how the superseded data were derived. FX0408 FX0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF709710(NAD 83) FX0408_MARKER: DD = SURVEY DISK FX0408_SETTING: 30 = CONCRETE FX0408_STAMPING: J 323 RESET 1973 FX0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0408 FX0408 HISTORY - Date Condition Report By FX0408 HISTORY - 1973 MONUMENTED NGS FX0408 HISTORY - 1973 GOOD NGS FX0408 HISTORY - 20010922 MARK NOT FOUND USPSQD FX0408 FX0408 STATION DESCRIPTION FX0408 FX0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 FX0408'AT ALGREN. FX0408'AT ALGREN, ALONG U.S. HIGHWAY 460, AT THE ENTRANCE TO PORTSMOUTH FX0408'AIRPORT, ABOUT 170 YARDS WEST AND ACROSS HIGHWAY FROM THE INTERSECTION FX0408'OF THE N AND W (VIRGINIAN) RAILWAY AND THE SEABOARD COASTLINE FX0408'RAILROAD, 91 FEET NORTHWEST OF CENTER LINE OF WESTBOUND LANE FX0408'OF RTE. 460, 94 FEET NORTHEAST OF CENTER LINE OF ROAD TO AIRPORT, FX0408'70 FEET NORTHEAST OF NORTHEAST END OF A DOUBLE LINE OF 36-INCH FX0408'PIPE CULVERT UNDER DRIVE TO AIRPORT, AND 122 FEET NORTHEAST FX0408'OF INTERSECTION OF WESTBOUND LANE RTE. 460 AND ROAD TO AIRPORT, FX0408'SET IN CONCRETE FLUSH WITH GROUND AND 2 SOUTH OF METAL WITNESS FX0408'POST. FX0408 FX0408 STATION RECOVERY (2001) FX0408 FX0408'RECOVERY NOTE BY US POWER SQUADRON 2001 (CJR) FX0408'STATION NOT RECOVERED. WITNESS POST GONE STATION NOT FOUND. BELIEVE FX0408'THAT LANDSCAPE WORK DONE IN AREA MAY HAVE DESTROYED STATION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0114 *********************************************************************** FX0114 DESIGNATION - J 452 FX0114 PID - FX0114 FX0114 STATE/COUNTY- VA/C OF NORFOLK FX0114 USGS QUAD - NORFOLK NORTH (1989) FX0114 FX0114 *CURRENT SURVEY CONTROL FX0114 ___________________________________________________________________ FX0114* NAD 83(1986)- 36 54 30. (N) 076 18 21. (W) SCALED FX0114* NAVD 88 - 3.107 (meters) 10.19 (feet) ADJUSTED FX0114 ___________________________________________________________________ FX0114 GEOID HEIGHT- -36.95 (meters) GEOID99 FX0114 DYNAMIC HT - 3.105 (meters) 10.19 (feet) COMP FX0114 MODELED GRAV- 979,862.1 (mgal) NAVD 88 FX0114 FX0114 VERT ORDER - FIRST CLASS I FX0114 FX0114.The horizontal coordinates were scaled from a topographic map and have FX0114.an estimated accuracy of +/- 6 seconds. FX0114 FX0114.The orthometric height was determined by differential leveling FX0114.and adjusted by the National Geodetic Survey in June 1991. FX0114 FX0114.The geoid height was determined by GEOID99. FX0114 FX0114.The dynamic height is computed by dividing the NAVD 88 FX0114.geopotential number by the normal gravity value computed on the FX0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0114.degrees latitude (g = 980.6199 gals.). FX0114 FX0114.The modeled gravity was interpolated from observed gravity values. FX0114 FX0114; North East Units Estimated Accuracy FX0114;SPC VA S - 1,066,080. 3,695,520. MT (+/- 180 meters Scaled) FX0114 FX0114 SUPERSEDED SURVEY CONTROL FX0114 FX0114 NGVD 29 (??/??/92) 3.352 (m) 11.00 (f) ADJ UNCH 1 1 FX0114 FX0114.Superseded values are not recommended for survey control. FX0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0114.See file dsdata.txt to determine how the superseded data were derived. FX0114 FX0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF836855(NAD 83) FX0114_MARKER: DB = BENCH MARK DISK FX0114_SETTING: 30 = WALL FX0114_STAMPING: J 452 1971 FX0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0114 FX0114 HISTORY - Date Condition Report By FX0114 HISTORY - 1971 MONUMENTED NGS FX0114 HISTORY - 19981003 MARK NOT FOUND USPSQD FX0114 HISTORY - 20030913 MARK NOT FOUND USPSQD FX0114 FX0114 STATION DESCRIPTION FX0114 FX0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0114'AT NORFOLK. FX0114'AT NORFOLK, ABOUT 2.35 MILES NORTH ALONG HAMPTON BOULEVARD FROM FX0114'THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, 105.8 FEET FX0114'NORTH OF THE NORTHWEST CORNER OF THE HAMPTON BOULEVARD BRIDGE FX0114'OVER THE LAFAYETTE RIVER, SET IN THE TOP AND 2.5 FEET SOUTH OF FX0114'AN ANGLE IN THE CONCRETE RETAINING WALL ON THE WEST SIDE OF THE FX0114'HIGHWAY, 5.7 FEET WEST OF THE WEST CURB OF THE WEST LANES OF THE FX0114'BOULEVARD, 10 FEET NORTH OF THE NORTH END OF A METAL GUARDRAIL, FX0114'45.0 FEET SOUTHEAST OF BENCH MARK Y 416, AND ABOUT 2 1/2 FEET FX0114'ABOVE THE LEVEL OF THE SIDEWALK. FX0114 FX0114 STATION RECOVERY (1998) FX0114 FX0114'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0114'MARK NOT FOUND. FX0114 FX0114 STATION RECOVERY (2003) FX0114 FX0114'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0114'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 DF4148 *********************************************************************** DF4148 DESIGNATION - K 310 RESET DF4148 PID - DF4148 DF4148 STATE/COUNTY- VA/C OF NORFOLK DF4148 USGS QUAD - LITTLE CREEK (1989) DF4148 DF4148 *CURRENT SURVEY CONTROL DF4148 ___________________________________________________________________ DF4148* NAD 83(1986)- 36 55 29. (N) 076 11 31. (W) SCALED DF4148* NAVD 88 - 4.91 (meters) 16.1 (feet) RESET DF4148 ___________________________________________________________________ DF4148 GEOID HEIGHT- -37.15 (meters) GEOID99 DF4148 DF4148 VERT ORDER - THIRD DF4148 DF4148.The horizontal coordinates were scaled from a topographic map and have DF4148.an estimated accuracy of +/- 6 seconds. DF4148 DF4148.The orthometric height was computed from unverified reset data. DF4148.No vertical observational check was made to the station. DF4148 DF4148.The geoid height was determined by GEOID99. DF4148 DF4148; North East Units Estimated Accuracy DF4148;SPC VA S - 1,068,140. 3,705,620. MT (+/- 180 meters Scaled) DF4148 DF4148 SUPERSEDED SURVEY CONTROL DF4148 DF4148.No superseded survey control is available for this station. DF4148 DF4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF938871(NAD 83) DF4148_MARKER: DV = VERTICAL CONTROL DISK DF4148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DF4148_STAMPING: K 310 RESET 2001 DF4148_MARK LOGO: NGS DF4148_MAGNETIC: N = NO MAGNETIC MATERIAL DF4148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DF4148+STABILITY: SURFACE MOTION DF4148 DF4148 HISTORY - Date Condition Report By DF4148 HISTORY - 2001 MONUMENTED VADHT DF4148 DF4148 STATION DESCRIPTION DF4148 DF4148'DESCRIBED BY VA DEPT HWYS-TRANSP 2001 DF4148'IN NORFOLK, SET AT THE END OF BRIDGE IN WEST BRIDGE WALL. TO REACH THE DF4148'STATION FROM THE JUNCTION OF STATE HIGHWAY 168, (TIDEWATER DRIVE), AT DF4148'OCEAN VIEW (A SUB - DIVISION OF NORFOLK), GO 4.7 MILESS (7.6 KM) DF4148'SOUTHEAST ALONG U. S. HIGHWAY 60 (SHORE DRIVE), 0.55 MILES NORTH OF DF4148'GATE NUMBER 2, AT THE JUNCTION OF MIDWAY ROAD LEADING THRU THE NAVAL DF4148'AMPHIBIOUS BASE. 11.8 FEET (3.6 M) NORTH OF CONCRETE BRIDGE WALL, 27.6 DF4148'FEET (8.4 M) NORTHWEST DROP INLET, 44.2 FEET (13.5 M) SOUTH LAMP POST DF4148'NUMBER JF22, 12.6 FEET (3.8 M) WEST EDGE OF PAVEMENT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0115 *********************************************************************** FX0115 DESIGNATION - K 452 FX0115 PID - FX0115 FX0115 STATE/COUNTY- VA/C OF NORFOLK FX0115 USGS QUAD - NORFOLK NORTH (1989) FX0115 FX0115 *CURRENT SURVEY CONTROL FX0115 ___________________________________________________________________ FX0115* NAD 83(1986)- 36 54 29. (N) 076 18 20. (W) SCALED FX0115* NAVD 88 - 2.949 (meters) 9.68 (feet) ADJUSTED FX0115 ___________________________________________________________________ FX0115 GEOID HEIGHT- -36.95 (meters) GEOID99 FX0115 DYNAMIC HT - 2.947 (meters) 9.67 (feet) COMP FX0115 MODELED GRAV- 979,862.1 (mgal) NAVD 88 FX0115 FX0115 VERT ORDER - FIRST CLASS I FX0115 FX0115.The horizontal coordinates were scaled from a topographic map and have FX0115.an estimated accuracy of +/- 6 seconds. FX0115 FX0115.The orthometric height was determined by differential leveling FX0115.and adjusted by the National Geodetic Survey in June 1991. FX0115 FX0115.The geoid height was determined by GEOID99. FX0115 FX0115.The dynamic height is computed by dividing the NAVD 88 FX0115.geopotential number by the normal gravity value computed on the FX0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0115.degrees latitude (g = 980.6199 gals.). FX0115 FX0115.The modeled gravity was interpolated from observed gravity values. FX0115 FX0115; North East Units Estimated Accuracy FX0115;SPC VA S - 1,066,050. 3,695,540. MT (+/- 180 meters Scaled) FX0115 FX0115 SUPERSEDED SURVEY CONTROL FX0115 FX0115 NGVD 29 (??/??/92) 3.194 (m) 10.48 (f) ADJ UNCH 1 1 FX0115 FX0115.Superseded values are not recommended for survey control. FX0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0115.See file dsdata.txt to determine how the superseded data were derived. FX0115 FX0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF836854(NAD 83) FX0115_MARKER: DB = BENCH MARK DISK FX0115_SETTING: 36 = BRIDGE FX0115_STAMPING: K 452 1971 FX0115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0115 FX0115 HISTORY - Date Condition Report By FX0115 HISTORY - 1971 MONUMENTED NGS FX0115 HISTORY - 19981003 MARK NOT FOUND USPSQD FX0115 HISTORY - 20030913 MARK NOT FOUND USPSQD FX0115 FX0115 STATION DESCRIPTION FX0115 FX0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0115'AT NORFOLK. FX0115'AT NORFOLK, ABOUT 2.35 MILES NORTH ALONG HAMPTON BOULEVARD FROM FX0115'THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, SET IN THE FX0115'TOP AND 1.6 FEET EAST OF THE WEST END OF THE NORTH CONCRETE FX0115'ABUTMENT OF THE HAMPTON BOULEVARD BRIDGE OVER THE LAFAYETTE RIVER, FX0115'4.8 FEET WEST OF THE EAST CURB OF THE WEST SIDEWALK ON THE BRIDGE, FX0115'0.3 FOOT EAST OF THE EAST EDGE OF THE CONCRETE FOUNDATION FOR A FX0115'METAL GUARDRAIL, 105.8 FEET SOUTH OF BENCH MARK J 452, AND ABOUT FX0115'LEVEL WITH THE SIDEWALK. FX0115 FX0115 STATION RECOVERY (1998) FX0115 FX0115'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0115'MARK NOT FOUND. FX0115 FX0115 STATION RECOVERY (2003) FX0115 FX0115'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0115'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0522 *********************************************************************** FX0522 DESIGNATION - L 283 RESET 1973 FX0522 PID - FX0522 FX0522 STATE/COUNTY- VA/C OF NORFOLK FX0522 USGS QUAD - NORFOLK SOUTH (1986) FX0522 FX0522 *CURRENT SURVEY CONTROL FX0522 ___________________________________________________________________ FX0522* NAD 83(1986)- 36 51 21. (N) 076 16 17. (W) SCALED FX0522* NAVD 88 - 4.17 (+/-2cm) 13.7 (feet) VERTCON FX0522 ___________________________________________________________________ FX0522 GEOID HEIGHT- -37.10 (meters) GEOID99 FX0522 FX0522 VERT ORDER - THIRD (See Below) FX0522 FX0522.The horizontal coordinates were scaled from a topographic map and have FX0522.an estimated accuracy of +/- 6 seconds. FX0522 FX0522.The NAVD 88 height was computed by applying the VERTCON shift value to FX0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0522.The vertical order pertains to the superseded datum. FX0522 FX0522.The geoid height was determined by GEOID99. FX0522 FX0522; North East Units Estimated Accuracy FX0522;SPC VA S - 1,060,330. 3,698,730. MT (+/- 180 meters Scaled) FX0522 FX0522 SUPERSEDED SURVEY CONTROL FX0522 FX0522 NGVD 29 (10/07/03) 4.44 (m) 14.6 (f) RESET 3 FX0522 FX0522.Superseded values are not recommended for survey control. FX0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0522.See file dsdata.txt to determine how the superseded data were derived. FX0522 FX0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF866796(NAD 83) FX0522_MARKER: DB = BENCH MARK DISK FX0522_SETTING: 30 = MONUMENT FX0522_STAMPING: L 283 RESET 1973 FX0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0522 FX0522 HISTORY - Date Condition Report By FX0522 HISTORY - 1973 MONUMENTED NGS FX0522 FX0522 STATION DESCRIPTION FX0522 FX0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 FX0522'AT NORFOLK. FX0522'ABOUT 1 1/4 MILES EAST OF THE POST OFFICE IN NORFOLK AT THE FX0522'INTERSECTION OF PRINCESS ANNE ROAD AND THE NORFOLK AND WESTERN FX0522'RAILWAY, 28.5 FEET WEST OF THE WEST RAIL OF TRACKS, 25.5 FEET FX0522'NORTHEAST OF THE NORTHEAST CORNER OF BUILDING, 25 FEET SOUTHWEST FX0522'OF RAILROAD CROSSING SIGNAL, 19 FEET SOUTH OF THE SOUTH CURB FX0522'OF STREET AND 3 FEET SOUTH OF UTILITY POLE. A STANDARD DISK FX0522'SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT 10 INCHES FX0522'IN DIAMETER AND PROJECTING ABOUT 2 INCHES. THE ORIGINAL MARK FX0522'WAS DESTROYED AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0120 *********************************************************************** FX0120 DESIGNATION - N 307 FX0120 PID - FX0120 FX0120 STATE/COUNTY- VA/C OF NORFOLK FX0120 USGS QUAD - NORFOLK NORTH (1989) FX0120 FX0120 *CURRENT SURVEY CONTROL FX0120 ___________________________________________________________________ FX0120* NAD 83(1986)- 36 53 25. (N) 076 18 16. (W) SCALED FX0120* NAVD 88 - 3.960 (meters) 12.99 (feet) ADJUSTED FX0120 ___________________________________________________________________ FX0120 GEOID HEIGHT- -36.99 (meters) GEOID99 FX0120 DYNAMIC HT - 3.957 (meters) 12.98 (feet) COMP FX0120 MODELED GRAV- 979,860.4 (mgal) NAVD 88 FX0120 FX0120 VERT ORDER - FIRST CLASS I FX0120 FX0120.The horizontal coordinates were scaled from a topographic map and have FX0120.an estimated accuracy of +/- 6 seconds. FX0120 FX0120.The orthometric height was determined by differential leveling FX0120.and adjusted by the National Geodetic Survey in June 1991. FX0120 FX0120.The geoid height was determined by GEOID99. FX0120 FX0120.The dynamic height is computed by dividing the NAVD 88 FX0120.geopotential number by the normal gravity value computed on the FX0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0120.degrees latitude (g = 980.6199 gals.). FX0120 FX0120.The modeled gravity was interpolated from observed gravity values. FX0120 FX0120; North East Units Estimated Accuracy FX0120;SPC VA S - 1,064,080. 3,695,690. MT (+/- 180 meters Scaled) FX0120 FX0120 SUPERSEDED SURVEY CONTROL FX0120 FX0120 NGVD 29 (??/??/92) 4.203 (m) 13.79 (f) ADJ UNCH 1 1 FX0120 FX0120.Superseded values are not recommended for survey control. FX0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0120.See file dsdata.txt to determine how the superseded data were derived. FX0120 FX0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF837834(NAD 83) FX0120_MARKER: DB = BENCH MARK DISK FX0120_SETTING: 36 = BUILDING FX0120_STAMPING: N 307 1952 FX0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX0120+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003 FX0120 FX0120 HISTORY - Date Condition Report By FX0120 HISTORY - 1952 MONUMENTED CGS FX0120 HISTORY - 1971 GOOD NGS FX0120 HISTORY - 19981003 GOOD USPSQD FX0120 HISTORY - 20030913 GOOD USPSQD FX0120 FX0120 STATION DESCRIPTION FX0120 FX0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0120'AT NORFOLK. FX0120'AT NORFOLK, ABOUT 1.15 MILES NORTH ALONG HAMPTON BOULEVARD FX0120'FROM THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, AT FX0120'OLD DOMINION UNIVERSITY, SET VERTICALLY IN THE EAST FACE OF FX0120'THE ADMINISTRATION BUILDING, 172 FEET WEST OF THE WEST CURB FX0120'OF THE WEST LANES OF HAMPTON BOULEVARD, 20.0 FEET SOUTH OF FX0120'THE NORTHEAST CORNER OF THE BUILDING, AND ABOUT 3 1/2 FEET FX0120'ABOVE THE LEVEL OF THE GROUND. FX0120 FX0120 STATION RECOVERY (1998) FX0120 FX0120'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0120'RECOVERED IN GOOD CONDITION. FX0120 FX0120 STATION RECOVERY (2003) FX0120 FX0120'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0120'NOTE THE ADMINISTRATION BUILDING IS NOW NAMED THE ALFRED B ROLLINS, FX0120'JR. HALL 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0116 *********************************************************************** FX0116 DESIGNATION - NORFOLK 2 RESET 1968 FX0116 PID - FX0116 FX0116 STATE/COUNTY- VA/C OF NORFOLK FX0116 USGS QUAD - NORFOLK NORTH (1989) FX0116 FX0116 *CURRENT SURVEY CONTROL FX0116 ___________________________________________________________________ FX0116* NAD 83(1986)- 36 54 12. (N) 076 18 15. (W) SCALED FX0116* NAVD 88 - 3.996 (meters) 13.11 (feet) ADJUSTED FX0116 ___________________________________________________________________ FX0116 GEOID HEIGHT- -36.97 (meters) GEOID99 FX0116 DYNAMIC HT - 3.993 (meters) 13.10 (feet) COMP FX0116 MODELED GRAV- 979,861.7 (mgal) NAVD 88 FX0116 FX0116 VERT ORDER - FIRST CLASS I FX0116 FX0116.The horizontal coordinates were scaled from a topographic map and have FX0116.an estimated accuracy of +/- 6 seconds. FX0116 FX0116.The orthometric height was determined by differential leveling FX0116.and adjusted by the National Geodetic Survey in June 1991. FX0116 FX0116.The geoid height was determined by GEOID99. FX0116 FX0116.The dynamic height is computed by dividing the NAVD 88 FX0116.geopotential number by the normal gravity value computed on the FX0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0116.degrees latitude (g = 980.6199 gals.). FX0116 FX0116.The modeled gravity was interpolated from observed gravity values. FX0116 FX0116; North East Units Estimated Accuracy FX0116;SPC VA S - 1,065,530. 3,695,680. MT (+/- 180 meters Scaled) FX0116 FX0116 SUPERSEDED SURVEY CONTROL FX0116 FX0116 NGVD 29 (??/??/92) 4.240 (m) 13.91 (f) ADJ UNCH 1 1 FX0116 FX0116.Superseded values are not recommended for survey control. FX0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0116.See file dsdata.txt to determine how the superseded data were derived. FX0116 FX0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF838849(NAD 83) FX0116_MARKER: DB = BENCH MARK DISK FX0116_SETTING: 30 = GUARDRAIL FX0116_STAMPING: NORFOLK 2 RESET 1968 FX0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0116 FX0116 HISTORY - Date Condition Report By FX0116 HISTORY - 1968 MONUMENTED CGS FX0116 HISTORY - 1971 GOOD NGS FX0116 HISTORY - 19981003 GOOD USPSQD FX0116 HISTORY - 20030913 MARK NOT FOUND USPSQD FX0116 FX0116 STATION DESCRIPTION FX0116 FX0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0116'AT NORFOLK. FX0116'AT NORFOLK, ABOUT 2.05 MILES NORTH ALONG HAMPTON BOULEVARD FROM FX0116'THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, SET IN THE FX0116'TOP OF THE CONCRETE FOUNDATION FOR THE EAST METAL GUARDRAIL AT FX0116'THE SOUTHEAST END OF THE HAMPTON BOULEVARD BRIDGE OVER THE FX0116'LAFAYETTE RIVER, 0.8 FOOT NORTH OF THE SOUTH END OF THE FOUNDATION, FX0116'5.7 FEET EAST OF THE WEST EDGE OF THE EAST SIDEWALK ON THE FX0116'BRIDGE, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE SIDEWALK. FX0116 FX0116 STATION RECOVERY (1998) FX0116 FX0116'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0116'RECOVERED IN GOOD CONDITION. FX0116 FX0116 STATION RECOVERY (2003) FX0116 FX0116'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0116'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX5375 *********************************************************************** FX5375 DESIGNATION - ODU 02 FX5375 PID - FX5375 FX5375 STATE/COUNTY- VA/C OF NORFOLK FX5375 USGS QUAD - NORFOLK NORTH (1989) FX5375 FX5375 *CURRENT SURVEY CONTROL FX5375 ___________________________________________________________________ FX5375* NAD 83(1993)- 36 53 11.70903(N) 076 18 13.18744(W) ADJUSTED FX5375* NAVD 88 - 3.0 (meters) 10. (feet) GPS OBS FX5375 ___________________________________________________________________ FX5375 X - 1,209,340.806 (meters) COMP FX5375 Y - -4,962,294.138 (meters) COMP FX5375 Z - 3,807,313.342 (meters) COMP FX5375 LAPLACE CORR- -3.08 (seconds) DEFLEC99 FX5375 ELLIP HEIGHT- -34.07 (meters) (05/02/02) GPS OBS FX5375 GEOID HEIGHT- -36.99 (meters) GEOID99 FX5375 FX5375 HORZ ORDER - B FX5375 ELLP ORDER - FOURTH CLASS II FX5375 FX5375.The horizontal coordinates were established by GPS observations FX5375.and adjusted by the National Geodetic Survey in June 1994. FX5375 FX5375.The orthometric height was determined by GPS observations and a FX5375.high-resolution geoid model. FX5375 FX5375.The X, Y, and Z were computed from the position and the ellipsoidal ht. FX5375 FX5375.The Laplace correction was computed from DEFLEC99 derived deflections. FX5375 FX5375.The ellipsoidal height was determined by GPS observations FX5375.and is referenced to NAD 83. FX5375 FX5375.The geoid height was determined by GEOID99. FX5375 FX5375; North East Units Scale Converg. FX5375;SPC VA S - 1,063,674.250 3,695,768.092 MT 0.99998040 +1 19 58.8 FX5375;UTM 18 - 4,083,084.446 383,830.298 MT 0.99976625 -0 46 57.3 FX5375 FX5375 SUPERSEDED SURVEY CONTROL FX5375 FX5375 ELLIP H (06/29/94) -34.05 (m) GP( ) 4 1 FX5375 NAD 83(1993)- 36 53 11.70903(N) 076 18 13.18744(W) AD( ) B FX5375 ELLIP H (04/04/94) -34.05 (m) GP( ) 4 1 FX5375 FX5375.Superseded values are not recommended for survey control. FX5375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX5375.See file dsdata.txt to determine how the superseded data were derived. FX5375 FX5375_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8383083084(NAD 83) FX5375_MARKER: DD = SURVEY DISK FX5375_SETTING: 31 = SIDEWALK FX5375_STAMPING: ODU 02 1993 FX5375_MARK LOGO: ODU FX5375_MAGNETIC: N = NO MAGNETIC MATERIAL FX5375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX5375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX5375+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1993 FX5375 FX5375 HISTORY - Date Condition Report By FX5375 HISTORY - 1993 MONUMENTED ODU FX5375 HISTORY - 19930716 GOOD NGS FX5375 HISTORY - 20010906 MARK NOT FOUND GEOMET FX5375 HISTORY - 20030913 MARK NOT FOUND USPSQD FX5375 FX5375 STATION DESCRIPTION FX5375 FX5375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 FX5375'THE STATION IS LOCATED ON THE CAMPUS OF OLD DOMINION UNIVERSITY IN FX5375'CONCRETE SIDEWALK OF CIRCULAR DESIGN IN MIDDLE OF CAMPUS. FX5375'OWNERSHIP--OLD DOMINION UNIVERSITY. CONTACT PETER M. MESSIER, FX5375'ASSISTANT PROFESSOR, CIVIL ENGINEERING PROGRAM, OLD DOMINION FX5375'UNIVERSITY, 214 KAUFMAN HALL, NORFOLK, VA 23529-0243. PHONE FX5375'804-683-3783 (OFFICE), 804-479-8970 (HOME). FX5375'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 165 AND 337 FX5375'IN NORFOLK JUST SOUTH OF THE NAVAL STATION, GO SOUTH ON STATE HIGHWAY FX5375'337 (HAMPTON BLVD) 1.3 MI (2.1 KM) TO 49 TH STREET, TURN RIGHT AND GO FX5375'WEST 0.1 MI (0.2 KM) TO A WALKWAY BETWEEN HUGHES HALL AND THE FINE FX5375'ARTS BUILDING, TURN LEFT AND GO OVER CURB AND GO 0.1 MI (0.2 KM) ON FX5375'WALKWAY TO THE STATION ON THE LEFT. FX5375'LOCATED 57.5 M (188.6 FT) NORTH FROM THE NORTH SIDE AND CENTER OF FX5375'EDUCATION BUILDING, 54.3 M (178.1 FT) SOUTH FROM THE SOUTHEAST FX5375'PLANTER BOX OF THE SOUTHEAST CORNER OF HUGHES HALL, 16.4 M (53.8 FT) FX5375'WEST FROM THE CENTER OF A CONCRETE ELECTRICAL COVER AND 6.2 M FX5375'(20.3 FT) EAST FROM ASPHALT CENTER OF CIRCULAR SIDEWALK. FX5375'MARK IS A 5 CM DIAMETER BRASS DISK WITH NO CASTING, SET IN SIDEWALK FX5375'1.5 BY 2.4 METERS (7.9 FT) BLOCK. FX5375'CALL BEFORE OCCUPATION AND RECIEVE PERMISSION TO DRIVE ON CAMPUS. FX5375 FX5375 STATION RECOVERY (2001) FX5375 FX5375'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 2001 (DN) FX5375'BELIEVED DESTROYED,REPLACED WITH ODU 03 NEAR-BY, STEEL ROD IN SLEEVE FX5375'WITH COVER FX5375 FX5375 STATION RECOVERY (2003) FX5375 FX5375'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX5375'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 AJ4598 *********************************************************************** AJ4598 CBN - This is a Cooperative Base Network Control Station. AJ4598 DESIGNATION - ODU 3 AJ4598 PID - AJ4598 AJ4598 STATE/COUNTY- VA/C OF NORFOLK AJ4598 USGS QUAD - NORFOLK NORTH (1989) AJ4598 AJ4598 *CURRENT SURVEY CONTROL AJ4598 ___________________________________________________________________ AJ4598* NAD 83(1993)- 36 53 11.86992(N) 076 18 13.50482(W) ADJUSTED AJ4598* NAVD 88 - 2.7 (meters) 9. (feet) GPS OBS AJ4598 ___________________________________________________________________ AJ4598 X - 1,209,332.428 (meters) COMP AJ4598 Y - -4,962,292.951 (meters) COMP AJ4598 Z - 3,807,317.188 (meters) COMP AJ4598 LAPLACE CORR- -3.08 (seconds) DEFLEC99 AJ4598 ELLIP HEIGHT- -34.27 (meters) (04/18/02) GPS OBS AJ4598 GEOID HEIGHT- -36.99 (meters) GEOID99 AJ4598 AJ4598 HORZ ORDER - B AJ4598 ELLP ORDER - THIRD CLASS I AJ4598 AJ4598.The horizontal coordinates were established by GPS observations AJ4598.and adjusted by the National Geodetic Survey in November 2001. AJ4598 AJ4598.The orthometric height was determined by GPS observations and a AJ4598.high-resolution geoid model. AJ4598 AJ4598.Photographs are available for this station. AJ4598 AJ4598.The X, Y, and Z were computed from the position and the ellipsoidal ht. AJ4598 AJ4598.The Laplace correction was computed from DEFLEC99 derived deflections. AJ4598 AJ4598.The ellipsoidal height was determined by GPS observations AJ4598.and is referenced to NAD 83. AJ4598 AJ4598.The geoid height was determined by GEOID99. AJ4598 AJ4598; North East Units Scale Converg. AJ4598;SPC VA S - 1,063,679.026 3,695,760.119 MT 0.99998039 +1 19 58.6 AJ4598;UTM 18 - 4,083,089.512 383,822.509 MT 0.99976628 -0 46 57.5 AJ4598 AJ4598 SUPERSEDED SURVEY CONTROL AJ4598 AJ4598 ELLIP H (11/01/01) -34.25 (m) GP( ) 4 2 AJ4598 NAD 83(1993)- 36 53 11.87047(N) 076 18 13.50378(W) AD( ) A AJ4598 ELLIP H (08/14/01) -33.88 (m) GP( ) 4 1 AJ4598 AJ4598.Superseded values are not recommended for survey control. AJ4598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AJ4598.See file dsdata.txt to determine how the superseded data were derived. AJ4598 AJ4598_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF8382383090(NAD 83) AJ4598_MARKER: F = FLANGE-ENCASED ROD AJ4598_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AJ4598_STAMPING: ODU 3 2000 AJ4598_MARK LOGO: NGS AJ4598_PROJECTION: FLUSH AJ4598_MAGNETIC: I = MARKER IS A STEEL ROD AJ4598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AJ4598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AJ4598+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003 AJ4598_ROD/PIPE-DEPTH: 28.6 meters AJ4598_SLEEVE-DEPTH : 0.9 meters AJ4598 AJ4598 HISTORY - Date Condition Report By AJ4598 HISTORY - 2000 MONUMENTED NGS AJ4598 HISTORY - 20010924 GOOD NGS AJ4598 HISTORY - 20030218 POOR ODU AJ4598 HISTORY - 20030913 GOOD USPSQD AJ4598 AJ4598 STATION DESCRIPTION AJ4598 AJ4598'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (CSM) AJ4598'THE STATION IS LOCATED NEAR THE CENTER PART OF WESTERN NORFOLK, ON THE AJ4598'CAMPUS OF OLD DOMINION UNIVERSITY, ON A LOW RISE BETWEEN THE EDUCATION AJ4598'BUILDING AND HUGHES HALL, AND ALONG THE NORTH SIDE OF A BRICK AND AJ4598'CONCRETE CIRCLE WHERE FOUR SIDEWALKS MEET. OWNERSHIP--OLD DOMINION AJ4598'UNIVERSITY, 214 KAUFMAN HALL-DEPARTMENT OFFICE, NORFOLK, VA AJ4598'23529-0243. CONTACT JOHN L. RAND, PE, OR JOSEPH W. BETIT, PLS, FOR AJ4598'PERMISSION TO OCCUPY THIS STATION. PHONE 757-683-3775, 683-3619 OR AJ4598'683-3781. FAX 757-683-3698 OR 683-5655. TO REACH FROM THE JUNCTION AJ4598'OF U. S. HIGHWAY 58 AND STATE HIGHWAY 337 (HAMPTON BOULEVARD) IN THE AJ4598'WESTERN SIDE OF DOWNTOWN NORFOLK, GO EASTERLY, THEN NORTH, ON HAMPTON AJ4598'BOULEVARD FOR 2.58 KM (1.60 MI) TO THE JUNCTION OF 45TH STREET. TURN AJ4598'LEFT, WEST, ON 45TH STREET FOR 0.08 KM (0.05 MI) TO A WIDE SIDEWALK ON AJ4598'THE RIGHT JUST AFTER A SIGN FOR PARKING LOT NUMBER 20. WALK NORTH ON AJ4598'THE SIDEWALK FOR ABOUT 200 M (656.2 FT) TO A BUILDING DIRECTORY POST AJ4598'AND A SIDEWALK ON THE RIGHT LEADING TO THE NORTHEAST. BEAR RIGHT, AJ4598'NORTHEAST, ON THE SIDEWALK FOR ABOUT 70 M (229.7 FT) TO THE STATION ON AJ4598'THE LEFT. THE STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL AJ4598'ROD IN A 2.5 CM GREASE FILLE SLEEVE 90 CM LONG ENCASED IN A 12.7 CM AJ4598'PVC PIPE WITH A LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE AJ4598'GROUND. IT IS 66.8 M (219.2 FT) NORTH-NORTHEAST OF THE NORTHWEST AJ4598'CORNER OF THE EDUCATION BUILDING, 52.0 M (170.6 FT) SOUTH-SOUTHEAST OF AJ4598'THE SOUTHWEST CORNER OF THE HUGHES HALL BUILDING, 32.05 M (105.15 FT) AJ4598'EAST OF AND ABOUT 3 M (9.8 FT) HIGHER THAN THE EAST EDGE OF A AJ4598'NORTH-SOUTH SIDEWALK, 30.5 M (100.1 FT) NORTHEAST OF A LIGHT POLE AJ4598'ALONG THE NORTHEAST-SOUTHWEST SIDEWALK, 6.75 NORTH OF THE CENTER OF AJ4598'THE CONCRETE AND BRICK CIRCLE (AT A PK NAIL) , 4.8 M (15.7 FT) AJ4598'NORTHEAST OF THE CENTER OF A SIDEWALK LEADING TO THE NORTHWEST, 4.7 M AJ4598'(15.4 FT) NORTHWEST OF THE CENTER OF A SIDEWALK LEADING TO THE AJ4598'NORTHEAST, AND 1.2 M (3.9 FT) NORTH OF THE NORTH EDGE OF THE CONCRETE AJ4598'AND BRICK CIRCLE. AJ4598 AJ4598 STATION RECOVERY (2001) AJ4598 AJ4598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (JMW) AJ4598'RECOVERED AS DESCRIBED. EXCEPT THE PARKING LOT SIGN IS NUMBER 19. AJ4598' AJ4598' AJ4598 AJ4598 STATION RECOVERY (2003) AJ4598 AJ4598'RECOVERY NOTE BY OLD DOMINION UNIVERSITY 2003 (JM) AJ4598'RECOVERED AS DESCRIBED. EXCEPT LOGO CAP IS MISSING FROM THE STATION. AJ4598 AJ4598 STATION RECOVERY (2003) AJ4598 AJ4598'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) AJ4598'6.75 NORTH OF THE CENTER OF THE CONCRETE AND BRICK CIRCLE (AT A PK AJ4598'NAIL) SHOULD READ 6.75 M (22.0 FT). THE COVER HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0125 *********************************************************************** FX0125 DESIGNATION - P 307 FX0125 PID - FX0125 FX0125 STATE/COUNTY- VA/C OF NORFOLK FX0125 USGS QUAD - NORFOLK NORTH (1989) FX0125 FX0125 *CURRENT SURVEY CONTROL FX0125 ___________________________________________________________________ FX0125* NAD 83(1986)- 36 52 58. (N) 076 18 08. (W) SCALED FX0125* NAVD 88 - 3.861 (meters) 12.67 (feet) ADJUSTED FX0125 ___________________________________________________________________ FX0125 GEOID HEIGHT- -37.00 (meters) GEOID99 FX0125 DYNAMIC HT - 3.858 (meters) 12.66 (feet) COMP FX0125 MODELED GRAV- 979,859.7 (mgal) NAVD 88 FX0125 FX0125 VERT ORDER - FIRST CLASS I FX0125 FX0125.The horizontal coordinates were scaled from a topographic map and have FX0125.an estimated accuracy of +/- 6 seconds. FX0125 FX0125.The orthometric height was determined by differential leveling FX0125.and adjusted by the National Geodetic Survey in June 1991. FX0125.WARNING-Repeat measurements at this control monument indicate possible FX0125.vertical movement. FX0125 FX0125.The geoid height was determined by GEOID99. FX0125 FX0125.The dynamic height is computed by dividing the NAVD 88 FX0125.geopotential number by the normal gravity value computed on the FX0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0125.degrees latitude (g = 980.6199 gals.). FX0125 FX0125.The modeled gravity was interpolated from observed gravity values. FX0125 FX0125; North East Units Estimated Accuracy FX0125;SPC VA S - 1,063,260. 3,695,910. MT (+/- 180 meters Scaled) FX0125 FX0125 SUPERSEDED SURVEY CONTROL FX0125 FX0125 NGVD 29 (??/??/92) 4.103 (m) 13.46 (f) ADJ UNCH 1 1 FX0125 FX0125.Superseded values are not recommended for survey control. FX0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0125.See file dsdata.txt to determine how the superseded data were derived. FX0125 FX0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF839826(NAD 83) FX0125_MARKER: DB = BENCH MARK DISK FX0125_SETTING: 36 = BUILDING FX0125_STAMPING: P 307 1952 FX0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0125 FX0125 HISTORY - Date Condition Report By FX0125 HISTORY - 1952 MONUMENTED CGS FX0125 HISTORY - 1971 GOOD NGS FX0125 HISTORY - 19981003 MARK NOT FOUND USPSQD FX0125 HISTORY - 20030913 MARK NOT FOUND USPSQD FX0125 FX0125 STATION DESCRIPTION FX0125 FX0125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0125'AT NORFOLK. FX0125'AT NORFOLK, ABOUT 0.6 MILE NORTH ALONG HAMPTON BOULEVARD FROM FX0125'THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, IN THE FX0125'SOUTHEAST ANGLE OF THE INTERSECTION OF THE BOULEVARD AND 42ND FX0125'STREET, SET VERTICALLY IN THE NORTH FACE AND 1.0 FOOT EAST OF THE FX0125'NORTHWEST CORNER OF THE VIRGINIA ALCHOLIC CONTROL BOARD FX0125'BUILDING (4126 HAMPTON BOULEVARD), 39.5 FEET SOUTH OF THE FX0125'SOUTH CURB OF 42ND STREET, 18 FEET EAST OF THE EAST CURB OF FX0125'HAMPTON BOULEVARD, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE FX0125'SIDEWALK. FX0125 FX0125 STATION RECOVERY (1998) FX0125 FX0125'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0125'MARK NOT FOUND. FX0125 FX0125 STATION RECOVERY (2003) FX0125 FX0125'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0125'NOTE THE VIRGINIA ALCOHOLIC CONTROL BOARD BUILDING NO LONGER EXISTS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0121 *********************************************************************** FX0121 DESIGNATION - P 308 FX0121 PID - FX0121 FX0121 STATE/COUNTY- VA/C OF NORFOLK FX0121 USGS QUAD - NORFOLK NORTH (1989) FX0121 FX0121 *CURRENT SURVEY CONTROL FX0121 ___________________________________________________________________ FX0121* NAD 83(1986)- 36 53 24. (N) 076 18 14. (W) SCALED FX0121* NAVD 88 - 2.719 (meters) 8.92 (feet) ADJUSTED FX0121 ___________________________________________________________________ FX0121 GEOID HEIGHT- -36.99 (meters) GEOID99 FX0121 DYNAMIC HT - 2.716 (meters) 8.91 (feet) COMP FX0121 MODELED GRAV- 979,860.4 (mgal) NAVD 88 FX0121 FX0121 VERT ORDER - FIRST CLASS I FX0121 FX0121.The horizontal coordinates were scaled from a topographic map and have FX0121.an estimated accuracy of +/- 6 seconds. FX0121 FX0121.The orthometric height was determined by differential leveling FX0121.and adjusted by the National Geodetic Survey in June 1991. FX0121.WARNING-Repeat measurements at this control monument indicate possible FX0121.vertical movement. FX0121 FX0121.The geoid height was determined by GEOID99. FX0121 FX0121.The dynamic height is computed by dividing the NAVD 88 FX0121.geopotential number by the normal gravity value computed on the FX0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0121.degrees latitude (g = 980.6199 gals.). FX0121 FX0121.The modeled gravity was interpolated from observed gravity values. FX0121 FX0121; North East Units Estimated Accuracy FX0121;SPC VA S - 1,064,050. 3,695,740. MT (+/- 180 meters Scaled) FX0121 FX0121 SUPERSEDED SURVEY CONTROL FX0121 FX0121 NGVD 29 (??/??/92) 2.964 (m) 9.72 (f) ADJ UNCH 1 1 FX0121 FX0121.Superseded values are not recommended for survey control. FX0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0121.See file dsdata.txt to determine how the superseded data were derived. FX0121 FX0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF838834(NAD 83) FX0121_MARKER: DB = BENCH MARK DISK FX0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0121_STAMPING: P 308 1952 FX0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0121+STABILITY: SURFACE MOTION FX0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX0121+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003 FX0121 FX0121 HISTORY - Date Condition Report By FX0121 HISTORY - 1952 MONUMENTED CGS FX0121 HISTORY - 1971 GOOD NGS FX0121 HISTORY - 19981003 GOOD USPSQD FX0121 HISTORY - 20030913 GOOD USPSQD FX0121 FX0121 STATION DESCRIPTION FX0121 FX0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0121'AT NORFOLK. FX0121'AT NORFOLK, ABOUT 1.15 MILES NORTH ALONG HAMPTON BOULEVARD FX0121'FROM THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, AT FX0121'OLD DOMINION UNIVERSITY, 36 1/2 FEET WEST OF THE CENTER LINE FX0121'OF THE WEST LANES OF THE BOULEVARD, 184 FEET EAST OF THE FX0121'CENTER OF THE DOORWAY ON THE EAST SIDE OF THE ADMINISTRATION FX0121'BUILDING AT THE UNIVERSITY, 20 FEET EAST OF THE CENTER OF FX0121'A SIDEWALK, 6 1/2 FEET WEST OF A POST THAT BEARS AN OLD FX0121'DOMINION UNIVERSITY SIGN, 2.5 FEET NORTH OF THE NORTH EDGE OF FX0121'THE SOUTH CONCRETE CURB AROUND A FLOWER BED, 2.1 FEET SOUTH FX0121'OF THE SOUTH EDGE OF THE NORTH CONCRETE CURB AROUND THE FLOWER FX0121'BED, ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE BOULEVARD, AND FX0121'SET IN THE TOP OF A CONCRETE POST WHICH IS LEVEL WITH THE FX0121'SURFACE OF THE GROUND. FX0121 FX0121 STATION RECOVERY (1998) FX0121 FX0121'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0121'RECOVERED IN GOOD CONDITION. FX0121 FX0121 STATION RECOVERY (2003) FX0121 FX0121'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0121'NOTE THE ADMINISTRATION BUILDING IS NOW NAMED THE ALFRED B ROLLINS JR FX0121'HALL 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0118 *********************************************************************** FX0118 DESIGNATION - Q 308 FX0118 PID - FX0118 FX0118 STATE/COUNTY- VA/C OF NORFOLK FX0118 USGS QUAD - NORFOLK NORTH (1989) FX0118 FX0118 *CURRENT SURVEY CONTROL FX0118 ___________________________________________________________________ FX0118* NAD 83(1986)- 36 53 30. (N) 076 18 16. (W) SCALED FX0118* NAVD 88 - 3.207 (meters) 10.52 (feet) ADJUSTED FX0118 ___________________________________________________________________ FX0118 GEOID HEIGHT- -36.98 (meters) GEOID99 FX0118 DYNAMIC HT - 3.204 (meters) 10.51 (feet) COMP FX0118 MODELED GRAV- 979,860.5 (mgal) NAVD 88 FX0118 FX0118 VERT ORDER - FIRST CLASS I FX0118 FX0118.The horizontal coordinates were scaled from a topographic map and have FX0118.an estimated accuracy of +/- 6 seconds. FX0118 FX0118.The orthometric height was determined by differential leveling FX0118.and adjusted by the National Geodetic Survey in June 1991. FX0118 FX0118.The geoid height was determined by GEOID99. FX0118 FX0118.The dynamic height is computed by dividing the NAVD 88 FX0118.geopotential number by the normal gravity value computed on the FX0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0118.degrees latitude (g = 980.6199 gals.). FX0118 FX0118.The modeled gravity was interpolated from observed gravity values. FX0118 FX0118; North East Units Estimated Accuracy FX0118;SPC VA S - 1,064,240. 3,695,690. MT (+/- 180 meters Scaled) FX0118 FX0118 SUPERSEDED SURVEY CONTROL FX0118 FX0118 NGVD 29 (??/??/92) 3.451 (m) 11.32 (f) ADJ UNCH 1 1 FX0118 FX0118.Superseded values are not recommended for survey control. FX0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0118.See file dsdata.txt to determine how the superseded data were derived. FX0118 FX0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF837836(NAD 83) FX0118_MARKER: DB = BENCH MARK DISK FX0118_SETTING: 36 = BUILDING FX0118_STAMPING: Q 308 1952 FX0118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0118 FX0118 HISTORY - Date Condition Report By FX0118 HISTORY - 1952 MONUMENTED CGS FX0118 HISTORY - 1971 GOOD NGS FX0118 HISTORY - 19981003 MARK NOT FOUND USPSQD FX0118 HISTORY - 20030913 MARK NOT FOUND USPSQD FX0118 FX0118 STATION DESCRIPTION FX0118 FX0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0118'AT NORFOLK. FX0118'AT NORFOLK, ABOUT 1.25 MILES NORTH ALONG HAMPTON BOULEVARD FROM FX0118'THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, 0.8 MILE FX0118'SOUTH OF THE SOUTH END OF THE BRIDGE OVER THE LAFAYETTE RIVER, FX0118'AT OLD DOMINION UNIVERSITY, SET VERTICALLY IN THE EAST FACE OF THE FX0118'CONCRETE FOUNDATION FOR THE EAST WING OF THE OLD ACADEMIC BUILDING, FX0118'BETWEEN BOLLING AVENUE AND BRUNSWICK AVENUE, 64.5 FEET WEST OF FX0118'THE WEST CURB OF THE WEST LANES OF THE BOULEVARD, 2.0 FEET NORTH FX0118'OF THE SOUTHEAST CORNER OF THE EAST WING OF THE BUILDING, AND FX0118'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND. FX0118 FX0118 STATION RECOVERY (1998) FX0118 FX0118'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0118'MARK NOT FOUND. FX0118 FX0118 STATION RECOVERY (2003) FX0118 FX0118'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0118'NOTE THE OLD ACADEMIC BUILDING HAS BEEN DEMOLISHED AND NO LONGER FX0118'EXISTS. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0119 *********************************************************************** FX0119 DESIGNATION - Q 308 RESET 1975 FX0119 PID - FX0119 FX0119 STATE/COUNTY- VA/C OF NORFOLK FX0119 USGS QUAD - NORFOLK NORTH (1989) FX0119 FX0119 *CURRENT SURVEY CONTROL FX0119 ___________________________________________________________________ FX0119* NAD 83(1986)- 36 53 30. (N) 076 18 16. (W) SCALED FX0119* NAVD 88 - 2.72 (meters) 8.9 (feet) RESET FX0119 ___________________________________________________________________ FX0119 GEOID HEIGHT- -36.98 (meters) GEOID99 FX0119 FX0119 VERT ORDER - THIRD FX0119 FX0119.The horizontal coordinates were scaled from a topographic map and have FX0119.an estimated accuracy of +/- 6 seconds. FX0119 FX0119.The orthometric height was computed from unverified reset data. FX0119.No vertical observational check was made to the station. FX0119 FX0119.The geoid height was determined by GEOID99. FX0119 FX0119; North East Units Estimated Accuracy FX0119;SPC VA S - 1,064,240. 3,695,690. MT (+/- 180 meters Scaled) FX0119 FX0119 SUPERSEDED SURVEY CONTROL FX0119 FX0119 NGVD 29 (10/07/03) 2.96 (m) 9.7 (f) RESET 3 FX0119 FX0119.Superseded values are not recommended for survey control. FX0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0119.See file dsdata.txt to determine how the superseded data were derived. FX0119 FX0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF837836(NAD 83) FX0119_MARKER: DB = BENCH MARK DISK FX0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0119_STAMPING: Q 308 RESET 1975 FX0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0119+STABILITY: SURFACE MOTION FX0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR FX0119+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2003 FX0119 FX0119 HISTORY - Date Condition Report By FX0119 HISTORY - 1975 MONUMENTED NGS FX0119 HISTORY - 19981003 GOOD USPSQD FX0119 HISTORY - 20030913 GOOD USPSQD FX0119 FX0119 STATION DESCRIPTION FX0119 FX0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 FX0119'AT NORFOLK. FX0119'ABOUT 1.25 MILES NORTH ALONG HAMPTON BOULEVARD FROM THE UNDERPASS FX0119'FOR THE NORFOLK AND WESTERN RAILWAY, 0.8 MILE SOUTH OF THE SOUTH FX0119'END OF THE LAFAYETTE RIVER BRIDGE, AT OLD DOMINION UNIVERSITY, FX0119'39 FEET NORTH OF THE NORTH CURB OF BOLLING AVENUE, 17 FEET WEST FX0119'OF THE WEST CURB OF HAMPTON BOULEVARD, 13 FEET NORTH OF THE SOUTH FX0119'END OF A FIVE FOOT HIGH BRICK FENCE AND 5 FEET WEST OF BRICK FX0119'FENCE. DISK IS SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES FX0119'IN DIAMETER AND FLUSH WITH THE GROUND. Q 308 1952 WAS DESTROYED FX0119'AT THIS TIME AS THE OLD ACADEMIC BUILDING IS TO BE RAZED. FX0119 FX0119 STATION RECOVERY (1998) FX0119 FX0119'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0119'RECOVERED IN GOOD CONDITION. FX0119 FX0119 STATION RECOVERY (2003) FX0119 FX0119'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0119'NOTE DELETE 13 FEET NORTH OF THE SOUTH END OF A FIVE FOOT HIGH BRICK FX0119'FENCE. ADD 11 FEET NORTH OF A CHAIN LINK FENCE. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0393 *********************************************************************** FX0393 DESIGNATION - X 379 RESET 1969 FX0393 PID - FX0393 FX0393 STATE/COUNTY- VA/C OF NORFOLK FX0393 USGS QUAD - NORFOLK NORTH (1989) FX0393 FX0393 *CURRENT SURVEY CONTROL FX0393 ___________________________________________________________________ FX0393* NAD 83(1986)- 36 54 16. (N) 076 15 28. (W) SCALED FX0393* NAVD 88 - 1.72 (+/-2cm) 5.6 (feet) VERTCON FX0393 ___________________________________________________________________ FX0393 GEOID HEIGHT- -37.05 (meters) GEOID99 FX0393 FX0393 VERT ORDER - THIRD (See Below) FX0393 FX0393.The horizontal coordinates were scaled from a topographic map and have FX0393.an estimated accuracy of +/- 6 seconds. FX0393 FX0393.The NAVD 88 height was computed by applying the VERTCON shift value to FX0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0393.The vertical order pertains to the superseded datum. FX0393 FX0393.The geoid height was determined by GEOID99. FX0393 FX0393; North East Units Estimated Accuracy FX0393;SPC VA S - 1,065,750. 3,699,810. MT (+/- 180 meters Scaled) FX0393 FX0393 SUPERSEDED SURVEY CONTROL FX0393 FX0393 NGVD 29 (10/07/03) 1.97 (m) 6.5 (f) RESET 3 FX0393 FX0393.Superseded values are not recommended for survey control. FX0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0393.See file dsdata.txt to determine how the superseded data were derived. FX0393 FX0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF879850(NAD 83) FX0393_MARKER: DB = BENCH MARK DISK FX0393_SETTING: 30 = CULVERT FX0393_STAMPING: X 379 RESET 1969 FX0393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY FX0393 FX0393 HISTORY - Date Condition Report By FX0393 HISTORY - 1969 MONUMENTED VADH FX0393 HISTORY - 1973 GOOD NGS FX0393 HISTORY - 19901231 GOOD USPSQD FX0393 FX0393 STATION DESCRIPTION FX0393 FX0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 FX0393'AT NORFOLK. FX0393'SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE HEADWALL FX0393'OF A BOX CULVERT, ON TIDEWATER DRIVE-SERVICE ROAD WEST, 392 FEET FX0393'FROM THOLE STREET AND 22 FEET WEST OF TIDEWATER DRIVE-SERVICE ROAD. FX0393 FX0393 STATION RECOVERY (1990) FX0393 FX0393'RECOVERY NOTE BY US POWER SQUADRON 1990 (CDM) FX0393'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX2632 *********************************************************************** FX2632 DESIGNATION - X 416 RESET 1976 FX2632 PID - FX2632 FX2632 STATE/COUNTY- VA/C OF NORFOLK FX2632 USGS QUAD - NORFOLK NORTH (1989) FX2632 FX2632 *CURRENT SURVEY CONTROL FX2632 ___________________________________________________________________ FX2632* NAD 83(1986)- 36 56 40. (N) 076 18 33. (W) SCALED FX2632* NAVD 88 - 3.29 (meters) 10.8 (feet) RESET FX2632 ___________________________________________________________________ FX2632 GEOID HEIGHT- -36.88 (meters) GEOID99 FX2632 FX2632 VERT ORDER - THIRD FX2632 FX2632.The horizontal coordinates were scaled from a topographic map and have FX2632.an estimated accuracy of +/- 6 seconds. FX2632 FX2632.The orthometric height was computed from unverified reset data. FX2632.No vertical observational check was made to the station. FX2632 FX2632.The geoid height was determined by GEOID99. FX2632 FX2632; North East Units Estimated Accuracy FX2632;SPC VA S - 1,070,080. 3,695,130. MT (+/- 180 meters Scaled) FX2632 FX2632 SUPERSEDED SURVEY CONTROL FX2632 FX2632 NGVD 29 (10/07/03) 3.54 (m) 11.6 (f) RESET 3 FX2632 FX2632.Superseded values are not recommended for survey control. FX2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2632.See file dsdata.txt to determine how the superseded data were derived. FX2632 FX2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF834895(NAD 83) FX2632_MARKER: DB = BENCH MARK DISK FX2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2632_STAMPING: X 416 RESET 1976 FX2632_PROJECTION: PROJECTING 8 CENTIMETERS FX2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2632+STABILITY: SURFACE MOTION FX2632 FX2632 HISTORY - Date Condition Report By FX2632 HISTORY - 1976 MONUMENTED NGS FX2632 FX2632 STATION DESCRIPTION FX2632 FX2632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 FX2632'IN NORFOLK. FX2632'IN NORFOLK, ABOUT 0.45 MILE EAST ALONG ADMIRAL TAUSSIG BOULEVARD FX2632'FROM THE JUNCTION OF HAMPTON BOULEVARD, 0.3 MILE WEST ALONG THE FX2632'BOULEVARD FROM GATE 3 OF THE U.S. NAVAL STATION, 127 FEET SOUTH FX2632'AND ACROSS BOULEVARD FROM STEEL FENCE ALONG THE SOUTH SIDE OF FX2632'NAVAL STATION, 10 FEET EAST OF RAILROAD SWITCH, 7 FEET NORTH OF FX2632'NORTH RAIL OF SIDING AND 1 FOOT EAST OF STEEL WITNESS POST. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX0112 *********************************************************************** FX0112 DESIGNATION - Y 416 FX0112 PID - FX0112 FX0112 STATE/COUNTY- VA/C OF NORFOLK FX0112 USGS QUAD - NORFOLK NORTH (1989) FX0112 FX0112 *CURRENT SURVEY CONTROL FX0112 ___________________________________________________________________ FX0112* NAD 83(1986)- 36 54 30. (N) 076 18 21. (W) SCALED FX0112* NAVD 88 - 2.097 (meters) 6.88 (feet) ADJUSTED FX0112 ___________________________________________________________________ FX0112 GEOID HEIGHT- -36.95 (meters) GEOID99 FX0112 DYNAMIC HT - 2.096 (meters) 6.88 (feet) COMP FX0112 MODELED GRAV- 979,862.1 (mgal) NAVD 88 FX0112 FX0112 VERT ORDER - FIRST CLASS I FX0112 FX0112.The horizontal coordinates were scaled from a topographic map and have FX0112.an estimated accuracy of +/- 6 seconds. FX0112 FX0112.The orthometric height was determined by differential leveling FX0112.and adjusted by the National Geodetic Survey in June 1991. FX0112.WARNING-Repeat measurements at this control monument indicate possible FX0112.vertical movement. FX0112 FX0112.The geoid height was determined by GEOID99. FX0112 FX0112.The dynamic height is computed by dividing the NAVD 88 FX0112.geopotential number by the normal gravity value computed on the FX0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FX0112.degrees latitude (g = 980.6199 gals.). FX0112 FX0112.The modeled gravity was interpolated from observed gravity values. FX0112 FX0112; North East Units Estimated Accuracy FX0112;SPC VA S - 1,066,080. 3,695,520. MT (+/- 180 meters Scaled) FX0112 FX0112 SUPERSEDED SURVEY CONTROL FX0112 FX0112 NGVD 29 (??/??/92) 2.342 (m) 7.68 (f) ADJ UNCH 1 1 FX0112 FX0112.Superseded values are not recommended for survey control. FX0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0112.See file dsdata.txt to determine how the superseded data were derived. FX0112 FX0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF836855(NAD 83) FX0112_MARKER: DB = BENCH MARK DISK FX0112_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) FX0112_STAMPING: Y 416 1963 FX0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FX0112 FX0112 HISTORY - Date Condition Report By FX0112 HISTORY - 1963 MONUMENTED CGS FX0112 HISTORY - 1971 GOOD NGS FX0112 HISTORY - 19981003 MARK NOT FOUND USPSQD FX0112 HISTORY - 20030913 MARK NOT FOUND USPSQD FX0112 FX0112 STATION DESCRIPTION FX0112 FX0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0112'AT NORFOLK. FX0112'AT NORFOLK, ABOUT 2.3 MILES NORTH ALONG HAMPTON BOULEVARD FROM FX0112'THE UNDERPASS FOR THE NORFOLK AND WESTERN RAILWAY, AT THE NORFOLK FX0112'YACHT AND COUNTRY CLUB, NEAR THE NORTH END OF THE HAMPTON FX0112'BOULEVARD BRIDGE OVER THE LAFAYETTE RIVER, 24 FEET WEST OF THE FX0112'WEST CURB LINE OF THE WEST LANES OF THE BOULEVARD, 150.0 FEET FX0112'NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE, 132 FEET SOUTH FX0112'OF THE CENTER OF A PEDESTRIAN GATE AT THE YACHT CLUB, 3.3 FEET FX0112'NORTH OF THE NORTH END OF THE CONCRETE RETAINING WALL OF THE FX0112'OLD BRIDGE, 5 FEET EAST OF A FENCE ON THE EAST SIDE OF THE YACHT FX0112'CLUB, 1.0 FOOT SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH FX0112'THE SIDEWALK, AND ON THE TOP OF A COPPER COATED ROD THAT IS LEVEL FX0112'WITH THE GROUND AND THAT IS ENCASED IN A 6-INCH TILE THAT PROJECTS FX0112'3 INCHES. THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 71 1/2 FX0112'FEET. NOTE-- THIS MARK IS ALSO 45.0 FEET NORTHWEST OF BENCH FX0112'MARK J 452. FX0112 FX0112 STATION RECOVERY (1998) FX0112 FX0112'RECOVERY NOTE BY US POWER SQUADRON 1998 FX0112'MARK NOT FOUND. FX0112 FX0112 STATION RECOVERY (2003) FX0112 FX0112'RECOVERY NOTE BY US POWER SQUADRON 2003 (CDM) FX0112'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 3, 2003 FX2633 *********************************************************************** FX2633 DESIGNATION - YADKIN RM 3 FX2633 PID - FX2633 FX2633 STATE/COUNTY- VA/C OF NORFOLK FX2633 USGS QUAD - BOWERS HILL (1986) FX2633 FX2633 *CURRENT SURVEY CONTROL FX2633 ___________________________________________________________________ FX2633* NAD 83(1986)- 36 46 23. (N) 076 22 31. (W) SCALED FX2633* NAVD 88 - 4.01 (meters) 13.2 (feet) RESET FX2633 ___________________________________________________________________ FX2633 GEOID HEIGHT- -36.89 (meters) GEOID99 FX2633 FX2633 VERT ORDER - THIRD FX2633 FX2633.The horizontal coordinates were scaled from a topographic map and have FX2633.an estimated accuracy of +/- 6 seconds. FX2633 FX2633.The orthometric height was computed from unverified reset data. FX2633.No vertical observational check was made to the station. FX2633 FX2633.The geoid height was determined by GEOID99. FX2633 FX2633; North East Units Estimated Accuracy FX2633;SPC VA S - 1,050,930. 3,689,670. MT (+/- 180 meters Scaled) FX2633 FX2633 SUPERSEDED SURVEY CONTROL FX2633 FX2633 NGVD 29 (10/07/03) 4.27 (m) 14.0 (f) RESET 3 FX2633 FX2633.Superseded values are not recommended for survey control. FX2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX2633.See file dsdata.txt to determine how the superseded data were derived. FX2633 FX2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF772705(NAD 83) FX2633_MARKER: DR = REFERENCE MARK DISK FX2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX2633_STAMPING: YADKIN 1959 NO 3 1975 FX2633_PROJECTION: PROJECTING 5 CENTIMETERS FX2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX2633+STABILITY: SURFACE MOTION FX2633 FX2633 HISTORY - Date Condition Report By FX2633 HISTORY - 1975 MONUMENTED NGS FX2633 FX2633 STATION DESCRIPTION FX2633 FX2633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 FX2633'2.3 MI SE FROM BOWERS HILL. FX2633'ABOUT 0.1 MILE NORTHWEST ALONG A BLACKTOP ROAD FROM THE POST OFFICE FX2633'IN BOWERS HILL, THEN ABOUT 2.2 MILES SOUTHEAST ALONG U.S. HIGHWAY FX2633'13 AND 460, 74.5 FEET SOUTH OF TRIANGULATION STATION YADKIN 1959, FX2633'DESCRIBED, 110 FEET WEST OF UTILITY POLE NUMBER XB 93, 33 FEET FX2633'NORTH OF THE CENTERLINE OF HIGHWAY AND ON THE CLEARED RIGHT-OF-WAY.