CZ2492 ***********************************************************************
CZ2492  DESIGNATION -  A 516
CZ2492  PID         -  CZ2492
CZ2492  STATE/COUNTY-  AZ/PINAL
CZ2492  USGS QUAD   -  NEWMAN PEAK (1982)
CZ2492
CZ2492                         *CURRENT SURVEY CONTROL
CZ2492  ___________________________________________________________________
CZ2492* NAD 83(1986)-  32 40 51.     (N)    111 26 31.     (W)     SCALED
CZ2492* NAVD 88     -       519.596  (meters)    1704.71   (feet)  ADJUSTED
CZ2492  ___________________________________________________________________
CZ2492  GEOID HEIGHT-         -29.70  (meters)                     GEOID99
CZ2492  DYNAMIC HT  -         518.938 (meters)    1702.55  (feet)  COMP
CZ2492  MODELED GRAV-     979,356.6   (mgal)                       NAVD 88
CZ2492
CZ2492  VERT ORDER  -  FIRST     CLASS II
CZ2492
CZ2492.The horizontal coordinates were scaled from a topographic map and have
CZ2492.an estimated accuracy of +/- 6 seconds.
CZ2492
CZ2492.The orthometric height was determined by differential leveling
CZ2492.and adjusted by the National Geodetic Survey in November 1993.
CZ2492
CZ2492.The geoid height was determined by GEOID99.
CZ2492
CZ2492.The dynamic height is computed by dividing the NAVD 88
CZ2492.geopotential number by the normal gravity value computed on the
CZ2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
CZ2492.degrees latitude (G = 980.6199 gals.).
CZ2492
CZ2492.The modeled gravity was interpolated from observed gravity values.
CZ2492
CZ2492;                    North         East    Units  Estimated Accuracy
CZ2492;SPC AZ C     -   186,460.      257,880.      MT  (+/- 180 meters Scaled)
CZ2492
CZ2492                          SUPERSEDED SURVEY CONTROL
CZ2492
CZ2492.No superseded survey control is available for this station.
CZ2492
CZ2492_MARKER: I = METAL ROD
CZ2492_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
CZ2492_STAMPING: A 516 1991
CZ2492_PROJECTION: PROJECTING 3 CENTIMETERS
CZ2492_MAGNETIC: I = MARKER IS A STEEL ROD
CZ2492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
CZ2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CZ2492+SATELLITE: SATELLITE OBSERVATIONS - 1991
CZ2492_ROD/PIPE-DEPTH: 12.5 meters
CZ2492_SLEEVE-DEPTH  : 0.9 meters
CZ2492
CZ2492  HISTORY     - Date     Condition        Recov. By
CZ2492  HISTORY     - 1991     MONUMENTED       NGS
CZ2492
CZ2492                          STATION DESCRIPTION
CZ2492
CZ2492''DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
CZ2492''6.4 KM (3.95 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
CZ2492''POST OFFICE IN PICACHO, 55.0 M (180.4 FT) WEST OF RAILROAD SIGNAL
CZ2492''NUMBER 9416, 49.3 M (161.7 FT) NORTHWEST OF A UTILITY POLE WITH A GUY
CZ2492''CABLE, 26.7 M (87.6 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN
CZ2492''PACIFIC RAILROAD, 12.4 M (40.7 FT) NORTHEAST OF THE ROAD CENTERLINE,
CZ2492''2.6 M (8.5 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) NORTHWEST
CZ2492''OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.
CZ2492''NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.