CZ0335 ***********************************************************************
CZ0335  DESIGNATION -  G 279
CZ0335  PID         -  CZ0335
CZ0335  STATE/COUNTY-  AZ/PINAL
CZ0335  USGS QUAD   -  NEWMAN PEAK (1982)
CZ0335
CZ0335                         *CURRENT SURVEY CONTROL
CZ0335  ___________________________________________________________________
CZ0335* NAD 83(1986)-  32 40 53.     (N)    111 26 33.     (W)     SCALED
CZ0335* NAVD 88     -       519.162  (meters)    1703.28   (feet)  ADJUSTED
CZ0335  ___________________________________________________________________
CZ0335  GEOID HEIGHT-         -29.71  (meters)                     GEOID99
CZ0335  DYNAMIC HT  -         518.505 (meters)    1701.13  (feet)  COMP
CZ0335  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
CZ0335
CZ0335  VERT ORDER  -  FIRST     CLASS II
CZ0335
CZ0335.The horizontal coordinates were scaled from a topographic map and have
CZ0335.an estimated accuracy of +/- 6 seconds.
CZ0335
CZ0335.The orthometric height was determined by differential leveling
CZ0335.and adjusted by the National Geodetic Survey in November 1993.
CZ0335
CZ0335.The geoid height was determined by GEOID99.
CZ0335
CZ0335.The dynamic height is computed by dividing the NAVD 88
CZ0335.geopotential number by the normal gravity value computed on the
CZ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
CZ0335.degrees latitude (G = 980.6199 gals.).
CZ0335
CZ0335.The modeled gravity was interpolated from observed gravity values.
CZ0335
CZ0335;                    North         East    Units  Estimated Accuracy
CZ0335;SPC AZ C     -   186,520.      257,830.      MT  (+/- 180 meters Scaled)
CZ0335
CZ0335                          SUPERSEDED SURVEY CONTROL
CZ0335
CZ0335.No superseded survey control is available for this station.
CZ0335
CZ0335_MARKER: DD = SURVEY DISK
CZ0335_SETTING: 80 = SET IN A BOULDER
CZ0335_STAMPING: G 279 206 1/2
CZ0335_MAGNETIC: N = NO MAGNETIC MATERIAL
CZ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CZ0335+STABILITY: SURFACE MOTION
CZ0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CZ0335+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
CZ0335
CZ0335  HISTORY     - Date     Condition        Recov. By
CZ0335  HISTORY     - UNK      MONUMENTED       USGS
CZ0335  HISTORY     - 1967     GOOD             NGS
CZ0335  HISTORY     - 1975     GOOD             AZDT
CZ0335  HISTORY     - 1980     GOOD             NGS
CZ0335  HISTORY     - 1984     GOOD             NGS
CZ0335  HISTORY     - 19911205 GOOD             NGS
CZ0335
CZ0335                          STATION DESCRIPTION
CZ0335
CZ0335''DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
CZ0335''4.1 MI SE FROM PICACHO.
CZ0335''ABOUT 4.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
CZ0335''DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN SECTION 32, T 8 S, R 9 E,
CZ0335''9 RAILS SOUTHEAST OF A WOODEN TWIN CHANNEL BOX CULVERT UNDER THE
CZ0335''TRACK, 47 1/2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, A US
CZ0335''GEOLOGICAL SURVEY DISK SET IN THE TOP OF A GRANITE BOULDER, 5 1/2 FEET
CZ0335''NORTHWEST OF A TELEPHONE POLE, WHICH BEARS THE METAL LETTER G, IN LINE
CZ0335''WITH A ROW OF POLES, 1.1 FEET SOUTHEAST OF A METAL WITNESS POST, AND
CZ0335''ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK.
CZ0335
CZ0335                          STATION RECOVERY (1975)
CZ0335
CZ0335''RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
CZ0335''FROM MILEPOST 216, I-10, EAST ON THE INTERSTATE FOR 0.1 MILES AND TO
CZ0335''THE STATION ON THE LEFT.  1 FT. EAST OF A USC AND GS SIGN.  5 FT. WEST
CZ0335''OF A TELEPHONE POLE.  NORTH OF THE RAILROAD TRACKS AND 50 FT. SOUTH OF
CZ0335''THE NORTH RAILROAD R/W FENCE LINE.  260 FT. EAST OF A POWER LINE WHICH
CZ0335''CROSSES THE RAILROAD AND THE HIGHWAY.  A USGS CAP CEMENTED INTO A
CZ0335''DRILL HOLE INTO A 10 IN. STONE.  THE MARK HAS BEEN STAMPED BY THE USC
CZ0335''AND GS.
CZ0335
CZ0335                          STATION RECOVERY (1980)
CZ0335
CZ0335''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
CZ0335''THE MARK IS 1.2 M BELOW THE RAILS.
CZ0335''36.5 KILOMETERS (22.7 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
CZ0335''RAILROAD FROM THE STATION AT CASA GRANDE, IN TOP OF A 0.3- BY 0.3-
CZ0335''METER EMBEDDED GRANITE BOULDER PROJECTING 5 CENTIMETERS ABOVE THE
CZ0335''GROUND, 14.4 METERS (47 FEET) NORTHEAST OF THE NORTHEAST RAIL,
CZ0335''128 METERS (420 FEET) SOUTHEAST OF A T-POWER LINE POLE WITH 2 GUY
CZ0335''WIRES, 78.9 METERS (259 FEET) NORTHWEST OF SIGNAL LIGHT 941.5 AND
CZ0335''15.4 METERS (50.3 FEET) SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
CZ0335''FENCE.
CZ0335''THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
CZ0335
CZ0335                          STATION RECOVERY (1984)
CZ0335
CZ0335''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
CZ0335''RECOVERED IN GOOD CONDITION.
CZ0335
CZ0335                          STATION RECOVERY (1991)
CZ0335
CZ0335''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
CZ0335''6.3 KM (3.90 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
CZ0335''POST OFFICE IN PICACHO, IN A 12 BY 12 INCH BOULDER THAT PROJECTS 0.1
CZ0335''M (0.3 FT) ABOVE THE GROUND SURFACE, 78.8 M (258.5 FT)
CZ0335''SOUTH-SOUTHEAST OF A T-JUNCTION UTILITY POLE, 54.7 M (179.5 FT)
CZ0335''NORTHEAST OF THE ROAD CENTERLINE, 15.4 M (50.5 FT) SOUTHWEST OF A
CZ0335''FENCE, 14.4 M (47.2 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN
CZ0335''PACIFIC RAILROAD, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE TRACK, AND
CZ0335''0.4 M (1.3 FT) SOUTHEAST OF A WITNESS POST.