1 National Geodetic Survey, Retrieval Date = JULY 30, 2003 CP0563 *********************************************************************** CP0563 DESIGNATION - K 236 CP0563 PID - CP0563 CP0563 STATE/COUNTY- MS/WARREN CP0563 USGS QUAD - VICKSBURG WEST (1962) CP0563 CP0563 *CURRENT SURVEY CONTROL CP0563 ___________________________________________________________________ CP0563* NAD 83(1986)- 32 21 23. (N) 090 52 49. (W) SCALED CP0563* NAVD 88 - 31.682 (meters) 103.94 (feet) ADJUSTED CP0563 ___________________________________________________________________ CP0563 GEOID HEIGHT- -26.49 (meters) GEOID99 CP0563 DYNAMIC HT - 31.646 (meters) 103.83 (feet) COMP CP0563 MODELED GRAV- 979,485.6 (mgal) NAVD 88 CP0563 CP0563 VERT ORDER - FIRST CLASS I CP0563 CP0563.The horizontal coordinates were scaled from a topographic map and have CP0563.an estimated accuracy of +/- 6 seconds. CP0563 CP0563.The orthometric height was determined by differential leveling CP0563.and adjusted by the National Geodetic Survey in June 1991. CP0563 CP0563.The geoid height was determined by GEOID99. CP0563 CP0563.The dynamic height is computed by dividing the NAVD 88 CP0563.geopotential number by the normal gravity value computed on the CP0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 CP0563.degrees latitude (g = 980.6199 gals.). CP0563 CP0563.The modeled gravity was interpolated from observed gravity values. CP0563 CP0563; North East Units Estimated Accuracy CP0563;SPC MS W - 316,800. 648,520. MT (+/- 180 meters Scaled) CP0563 CP0563 SUPERSEDED SURVEY CONTROL CP0563 CP0563 NGVD 29 - 31.738 (m) 104.13 (f) ADJ UNCH 1 1 CP0563 CP0563.Superseded values are not recommended for survey control. CP0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. CP0563.See file dsdata.txt to determine how the superseded data were derived. CP0563 CP0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXR994819(NAD 83) CP0563_MARKER: DV = VERTICAL CONTROL DISK CP0563_SETTING: 32 = HEADWALL CP0563_STAMPING: K 236 1973 CP0563_MARK LOGO: NGS CP0563_MAGNETIC: N = NO MAGNETIC MATERIAL CP0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO CP0563+STABILITY: SURFACE MOTION CP0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR CP0563+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992 CP0563 CP0563 HISTORY - Date Condition Report By CP0563 HISTORY - 1973 MONUMENTED NGS CP0563 HISTORY - 19920130 GOOD NGS CP0563 HISTORY - 20030316 GOOD MSSU CP0563 CP0563 STATION DESCRIPTION CP0563 CP0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 CP0563'0.65 MI N FROM VICKSBURG. CP0563'ABOUT 0.15 MILES WEST ALONG CRAWFORD STREET FROM THE POST OFFICE AND CP0563'COURTHOUSE AT VICKSBURG, THENCE 0.5 MILES NORTH ALONG WASHINGTON CP0563'STREET (BUSINESS ROUTE, U.S. HIGHWAY 61), 0.1 MILE NORTH OF THE CP0563'INTERSECTION OF FIRST EAST STREET AND U.S. HIGHWAY 61, 67 FEET EAST OF CP0563'THE CENTERLINE OF THE HIGHWAY, 25 FEET SOUTH OF THE SOUTHWEST CORNER CP0563'OF THE 76 SERVICE STATION AND STORE, AT A 30 FOOT BY 15 FOOT BOX CP0563'CULVERT AND SMALL SPILLWAY OVER GLASS BAYOU, 2 INCHES WEST OF A CHAIN CP0563'LINK PROTECTIVE FENCE AND SET IN THE TOP OF THE NORTH END OF THE EAST CP0563'CONCRETE HEADWALL, ABOUT 1 FOOT ABOVE LEVEL OF THE HIGHWAY. SECTION CP0563'13, T 16N, R 3E. CP0563 CP0563 STATION RECOVERY (1992) CP0563 CP0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 CP0563'0.7 KM (0.45 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 61 BUSINESS CP0563'(WASHINGTON STREET) FROM THE JUNCTION OF U.S. HIGHWAY 80 BUSINESS CP0563'(CLAY STREET) IN VICKSBURG, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE CP0563'NORTH END OF THE EAST CONCRETE HEADWALL OF A SMALL BRIDGE SPANNING CP0563'GLASS BAYOU, 20.5 M (67.3 FT) EAST OF THE HIGHWAY CENTERLINE, 7.7 M CP0563'(25.3 FT) SOUTH OF THE SOUTHWEST CORNER OF A FINA SERVICE STATION, CP0563'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. CP0563 CP0563 STATION RECOVERY (2003) CP0563 CP0563'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2003 (RBA) CP0563'RECOVERED IN GOOD CONDITION.