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 22.     (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     -   316,770.      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CP0563                          SUPERSEDED SURVEY CONTROL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Superseded values are not recommended for survey control.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CP0563.See file dsdata.txt to determine how the superseded data were derived.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_MARKER: DV = VERTICAL CONTROL DISK
CP0563_SETTING: 32 = HEADWALL
CP0563_STAMPING: K 236 1973
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        Recov. By
CP0563  HISTORY     - 1973     MONUMENTED       NGS
CP0563  HISTORY     - 19920130 GOOD             NGS
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.