1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FX0910 *********************************************************************** FX0910 DESIGNATION - P 309 RESET 1962 FX0910 PID - FX0910 FX0910 STATE/COUNTY- VA/C OF SUFFOLK FX0910 USGS QUAD - BENNS CHURCH (1986) FX0910 FX0910 *CURRENT SURVEY CONTROL FX0910 ___________________________________________________________________ FX0910* NAD 83(1986)- 36 53 42. (N) 076 30 43. (W) SCALED FX0910* NAVD 88 - 7.06 (+/-2cm) 23.2 (feet) VERTCON FX0910 ___________________________________________________________________ FX0910 GEOID HEIGHT- -36.51 (meters) GEOID99 FX0910 FX0910 VERT ORDER - THIRD (See Below) FX0910 FX0910.The horizontal coordinates were scaled from a topographic map and have FX0910.an estimated accuracy of +/- 6 seconds. FX0910 FX0910.The NAVD 88 height was computed by applying the VERTCON shift value to FX0910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FX0910.The vertical order pertains to the superseded datum. FX0910 FX0910.The geoid height was determined by GEOID99. FX0910 FX0910; North East Units Estimated Accuracy FX0910;SPC VA S - 1,064,200. 3,677,190. MT (+/- 180 meters Scaled) FX0910 FX0910 SUPERSEDED SURVEY CONTROL FX0910 FX0910 NGVD 29 - 7.35 (m) 24.1 (f) RESET 3 FX0910 FX0910.Superseded values are not recommended for survey control. FX0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FX0910.See file dsdata.txt to determine how the superseded data were derived. FX0910 FX0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF652842(NAD 83) FX0910_MARKER: DB = BENCH MARK DISK FX0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FX0910_STAMPING: P 309 RESET 1962 FX0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FX0910+STABILITY: SURFACE MOTION FX0910 FX0910 HISTORY - Date Condition Report By FX0910 HISTORY - 1962 MONUMENTED CGS FX0910 HISTORY - 1971 GOOD NGS FX0910 FX0910 STATION DESCRIPTION FX0910 FX0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 FX0910'0.2 MI SW FROM HOBSON. FX0910'ABOUT 0.25 MILE SOUTHWEST ALONG COUNTY ROAD 628 FROM THE POST FX0910'OFFICE AT HOBSON, 18 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE FX0910'ROAD, 146 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF COUNTY FX0910'ROAD 700, 0.15 MILE NORTHEAST OF THE MACEDONIA BAPTIST CHURCH, 44 FX0910'FEET NORTHEAST OF THE CENTER LINE OF A LANE THAT LEADS SOUTHEAST, FX0910'30 FEET NORTHEAST OF THE WEST CORNER OF A FENCE, 1 FOOT SOUTHEAST FX0910'OF A NORTHEAST-SOUTHWEST FENCE LINE, 1.0 FOOT SOUTH OF A METAL FX0910'WITNESS POST, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY, AND FX0910'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 AA4272 *********************************************************************** AA4272 DESIGNATION - T 282 RESET AA4272 PID - AA4272 AA4272 STATE/COUNTY- VA/C OF SUFFOLK AA4272 USGS QUAD - NEWPORT NEWS SOUTH (1989) AA4272 AA4272 *CURRENT SURVEY CONTROL AA4272 ___________________________________________________________________ AA4272* NAD 83(1986)- 36 54 10. (N) 076 29 51. (W) SCALED AA4272* NAVD 88 - 7.01 (+/-2cm) 23.0 (feet) VERTCON AA4272 ___________________________________________________________________ AA4272 GEOID HEIGHT- -36.54 (meters) GEOID99 AA4272 AA4272 VERT ORDER - THIRD (See Below) AA4272 AA4272.The horizontal coordinates were scaled from a topographic map and have AA4272.an estimated accuracy of +/- 6 seconds. AA4272 AA4272.The NAVD 88 height was computed by applying the VERTCON shift value to AA4272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AA4272.The vertical order pertains to the superseded datum. AA4272 AA4272.The geoid height was determined by GEOID99. AA4272 AA4272; North East Units Estimated Accuracy AA4272;SPC VA S - 1,065,090. 3,678,460. MT (+/- 180 meters Scaled) AA4272 AA4272 SUPERSEDED SURVEY CONTROL AA4272 AA4272 NGVD 29 - 7.30 (m) 24.0 (f) RESET 3 AA4272 AA4272.Superseded values are not recommended for survey control. AA4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4272.See file dsdata.txt to determine how the superseded data were derived. AA4272 AA4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 18SUF665851(NAD 83) AA4272_MARKER: DB = BENCH MARK DISK AA4272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AA4272_STAMPING: T 282 RESET 1964 AA4272_MARK LOGO: CGS AA4272_MAGNETIC: N = NO MAGNETIC MATERIAL AA4272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4272+STABILITY: SURFACE MOTION AA4272 AA4272 HISTORY - Date Condition Report By AA4272 HISTORY - 1964 MONUMENTED CGS AA4272 AA4272 STATION DESCRIPTION AA4272 AA4272'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 AA4272'0.6 MILE (1.0 KM) SOUTHEAST OF CRITTENDEN, 0.65 MILE (1.05 KM) AA4272'SOUTHEAST ALONG HIGHWAY 17 FROM THE SOUTHEAST END OF BRIDGE OVER AA4272'CHUCKATUCK CREEK, 0.8 MILE (1.3 KM) NORTH OF NORTH END OF BRIDGE OVER AA4272'NANSEMOND RIVER, 48 FEET (14.6 M) SOUTH-SOUTHEAST OF UTILITY POLE, 21 AA4272'FEET (6.4 M) WEST OF CENTERLINE OF SOUTHBOUND LANE OF US 17, 2 FEET AA4272'(0.6 M) NORTH OF DRIVEWAY CURB, 20 FEET (6.1 M) NORTHEAST OF NORTHEAST AA4272'CORNER OF ANTIQUE SHOP, PROJECTING 1 INCH.