CZ1060 ***********************************************************************
CZ1060  DESIGNATION -  A 284
CZ1060  PID         -  CZ1060
CZ1060  STATE/COUNTY-  AZ/PINAL
CZ1060  USGS QUAD   -  ELOY SOUTH (1981)
CZ1060
CZ1060                         *CURRENT SURVEY CONTROL
CZ1060  ___________________________________________________________________
CZ1060* NAD 83(1986)-  32 43 54.     (N)    111 30 40.     (W)     SCALED
CZ1060* NAVD 88     -       483.971  (meters)    1587.83   (feet)  ADJUSTED
CZ1060  ___________________________________________________________________
CZ1060  GEOID HEIGHT-         -29.92  (meters)                     GEOID99
CZ1060  DYNAMIC HT  -         483.356 (meters)    1585.81  (feet)  COMP
CZ1060  MODELED GRAV-     979,353.4   (mgal)                       NAVD 88
CZ1060
CZ1060  VERT ORDER  -  FIRST     CLASS II
CZ1060
CZ1060.The horizontal coordinates were scaled from a topographic map and have
CZ1060.an estimated accuracy of +/- 6 seconds.
CZ1060
CZ1060.The orthometric height was determined by differential leveling
CZ1060.and adjusted by the National Geodetic Survey in November 1993.
CZ1060
CZ1060.The geoid height was determined by GEOID99.
CZ1060
CZ1060.The dynamic height is computed by dividing the NAVD 88
CZ1060.geopotential number by the normal gravity value computed on the
CZ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
CZ1060.degrees latitude (G = 980.6199 gals.).
CZ1060
CZ1060.The modeled gravity was interpolated from observed gravity values.
CZ1060
CZ1060;                    North         East    Units  Estimated Accuracy
CZ1060;SPC AZ C     -   192,070.      251,370.      MT  (+/- 180 meters Scaled)
CZ1060
CZ1060                          SUPERSEDED SURVEY CONTROL
CZ1060
CZ1060  NGVD 29     -       485.137  (m)         1591.65   (f) ADJ UNCH    1 2
CZ1060
CZ1060.Superseded values are not recommended for survey control.
CZ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
CZ1060.See file dsdata.txt to determine how the superseded data were derived.
CZ1060
CZ1060_MARKER: DB = BENCH MARK DISK
CZ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
CZ1060_STAMPING: A 284 1949
CZ1060_MAGNETIC: N = NO MAGNETIC MATERIAL
CZ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CZ1060+STABILITY: SURFACE MOTION
CZ1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
CZ1060+SATELLITE: SATELLITE OBSERVATIONS - January 03, 1992
CZ1060
CZ1060  HISTORY     - Date     Condition        Recov. By
CZ1060  HISTORY     - 1949     MONUMENTED       CGS
CZ1060  HISTORY     - 1971     GOOD             NGS
CZ1060  HISTORY     - 19920103 GOOD             NGS
CZ1060
CZ1060                          STATION DESCRIPTION
CZ1060
CZ1060''DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
CZ1060''1.7 MI NW FROM PICACHO.
CZ1060''1.7 MILES NORTH ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION
CZ1060''AT PICACHO, 0.15 MILE SOUTH OF AN EAST-WEST PAVED ROAD CROSSING, 41
CZ1060''FEET WEST OF THE WEST RAIL, 2.2 FEET SOUTH OF A TELEPHONE POLE, 1.5
CZ1060''FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED, ABOUT 6 FEET
CZ1060''LOWER THAN THE TRACKS AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
CZ1060''MONUMENT WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND SURFACE.
CZ1060
CZ1060                          STATION RECOVERY (1992)
CZ1060
CZ1060''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
CZ1060''0.3 KM (0.20 MI) SOUTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN
CZ1060''ELOY, THENCE 4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 84,
CZ1060''THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STATE HIGHWAY 87, THENCE 0.5
CZ1060''KM (0.30 MI) EASTERLY ALONG MILLIGAN ROAD, THENCE 0.3 KM (0.20 MI)
CZ1060''SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD, 12.6 M (41.3 FT) WEST
CZ1060''OF THE NEAR RAIL, 1.6 M (5.2 FT) BELOW THE LEVEL OF THE TRACK, 0.7 M
CZ1060''(2.3 FT) SOUTH OF RAILROAD MILEPOST 979, 0.4 M (1.3 FT) NORTH OF A
CZ1060''WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE
CZ1060''GROUND SURFACE.