1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FZ2220 *********************************************************************** FZ2220 DESIGNATION - N 42 RESET FZ2220 PID - FZ2220 FZ2220 STATE/COUNTY- VA/GRAYSON FZ2220 USGS QUAD - SPARTA WEST (1991) FZ2220 FZ2220 *CURRENT SURVEY CONTROL FZ2220 ___________________________________________________________________ FZ2220* NAD 83(1986)- 36 34 35. (N) 081 09 36. (W) SCALED FZ2220* NAVD 88 - 728.36 (meters) 2389.6 (feet) RESET FZ2220 ___________________________________________________________________ FZ2220 GEOID HEIGHT- -31.72 (meters) GEOID99 FZ2220 FZ2220 VERT ORDER - THIRD FZ2220 FZ2220.The horizontal coordinates were scaled from a topographic map and have FZ2220.an estimated accuracy of +/- 6 seconds. FZ2220 FZ2220.The orthometric height was computed from unverified reset data. FZ2220.No vertical observational check was made to the station. FZ2220 FZ2220.The geoid height was determined by GEOID99. FZ2220 FZ2220; North East Units Estimated Accuracy FZ2220;SPC VA S - 1,030,330. 3,261,940. MT (+/- 180 meters Scaled) FZ2220 FZ2220 SUPERSEDED SURVEY CONTROL FZ2220 FZ2220 NGVD 29 - 728.48 (m) 2390.0 (f) RESET 3 FZ2220 FZ2220.Superseded values are not recommended for survey control. FZ2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ2220.See file dsdata.txt to determine how the superseded data were derived. FZ2220 FZ2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA856478(NAD 83) FZ2220_MARKER: DB = BENCH MARK DISK FZ2220_SETTING: 37 = PARAPET WALL FZ2220_STAMPING: N 42 RESET 1987 FZ2220_MARK LOGO: NGS FZ2220_MAGNETIC: N = NO MAGNETIC MATERIAL FZ2220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL FZ2220 FZ2220 HISTORY - Date Condition Report By FZ2220 HISTORY - 1987 MONUMENTED VADHT FZ2220 FZ2220 STATION DESCRIPTION FZ2220 FZ2220'DESCRIBED BY VA DEPT HWYS-TRANSP 1987 FZ2220'3.6 MILES SOUTH ALONG U.S. HIGHWAY 21 FROM THE COURTHOUSE IN FZ2220'INDEPENDENCE, 23 FEET NORTHWEST CENTER OF U.S. ROUTE 21, 2 FEET NORTH FZ2220'END OF BRIDGE OF NORTH ABUTMENT OF THE BRIDGE OVER NEW RIVER AND IN FZ2220'TOP OF PARAPET WALL. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 FZ0806 *********************************************************************** FZ0806 DESIGNATION - Z 57 RESET 1965 FZ0806 PID - FZ0806 FZ0806 STATE/COUNTY- VA/GRAYSON FZ0806 USGS QUAD - SPARTA WEST (1991) FZ0806 FZ0806 *CURRENT SURVEY CONTROL FZ0806 ___________________________________________________________________ FZ0806* NAD 83(1986)- 36 37 16. (N) 081 08 39. (W) SCALED FZ0806* NAVD 88 - 800.81 (+/-2cm) 2627.3 (feet) VERTCON FZ0806 ___________________________________________________________________ FZ0806 GEOID HEIGHT- -31.66 (meters) GEOID99 FZ0806 FZ0806 VERT ORDER - THIRD (See Below) FZ0806 FZ0806.The horizontal coordinates were scaled from a topographic map and have FZ0806.an estimated accuracy of +/- 6 seconds. FZ0806 FZ0806.The NAVD 88 height was computed by applying the VERTCON shift value to FZ0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FZ0806.The vertical order pertains to the superseded datum. FZ0806 FZ0806.The geoid height was determined by GEOID99. FZ0806 FZ0806; North East Units Estimated Accuracy FZ0806;SPC VA S - 1,035,250. 3,263,500. MT (+/- 180 meters Scaled) FZ0806 FZ0806 SUPERSEDED SURVEY CONTROL FZ0806 FZ0806 NGVD 29 - 800.92 (m) 2627.7 (f) RESET 3 FZ0806 FZ0806.Superseded values are not recommended for survey control. FZ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FZ0806.See file dsdata.txt to determine how the superseded data were derived. FZ0806 FZ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SMA871528(NAD 83) FZ0806_MARKER: DD = SURVEY DISK FZ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FZ0806_STAMPING: Z 57 1965 FZ0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FZ0806+STABILITY: SURFACE MOTION FZ0806 FZ0806 HISTORY - Date Condition Report By FZ0806 HISTORY - 1965 MONUMENTED VADH FZ0806 FZ0806 STATION DESCRIPTION FZ0806 FZ0806'DESCRIBED BY VIRGINIA DEPARTMENT OF HIGHWAYS 1965 FZ0806'AT INDEPENDENCE. FZ0806'AT INDEPENDENCE, ABOUT 0.4 MILE SOUTHEAST OF THE COURTHOUSE, FZ0806'106.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FRAME DWELLING, FZ0806'139 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOSIERY MILL, FZ0806'41 FEET NORTHWEST OF THE CENTER LINE OF THE PROPOSED U.S. ROUTE FZ0806'58, LEFT OF CENTERLINE STATION 34+80, AND SET IN THE TOP OF A FZ0806'CONCRETE POST PROJECTING 2 INCHES.