CZ0331 ***********************************************************************
CZ0331  DESIGNATION -  E 279
CZ0331  PID         -  CZ0331
CZ0331  STATE/COUNTY-  AZ/PINAL
CZ0331  USGS QUAD   -  NEWMAN PEAK (1982)
CZ0331
CZ0331                         *CURRENT SURVEY CONTROL
CZ0331  ___________________________________________________________________
CZ0331* NAD 83(1986)-  32 42 09.     (N)    111 28 38.     (W)     SCALED
CZ0331* NAVD 88     -       499.160  (meters)    1637.66   (feet)  ADJUSTED
CZ0331  ___________________________________________________________________
CZ0331  GEOID HEIGHT-         -29.83  (meters)                     GEOID99
CZ0331  DYNAMIC HT  -         498.526 (meters)    1635.58  (feet)  COMP
CZ0331  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
CZ0331
CZ0331  VERT ORDER  -  FIRST     CLASS II
CZ0331
CZ0331.The horizontal coordinates were scaled from a topographic map and have
CZ0331.an estimated accuracy of +/- 6 seconds.
CZ0331
CZ0331.The orthometric height was determined by differential leveling
CZ0331.and adjusted by the National Geodetic Survey in November 1993.
CZ0331
CZ0331.The geoid height was determined by GEOID99.
CZ0331
CZ0331.The dynamic height is computed by dividing the NAVD 88
CZ0331.geopotential number by the normal gravity value computed on the
CZ0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
CZ0331.degrees latitude (G = 980.6199 gals.).
CZ0331
CZ0331.The modeled gravity was interpolated from observed gravity values.
CZ0331
CZ0331;                    North         East    Units  Estimated Accuracy
CZ0331;SPC AZ C     -   188,850.      254,560.      MT  (+/- 180 meters Scaled)
CZ0331
CZ0331                          SUPERSEDED SURVEY CONTROL
CZ0331
CZ0331.No superseded survey control is available for this station.
CZ0331
CZ0331_MARKER: DB = BENCH MARK DISK
CZ0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
CZ0331_STAMPING: E 279 1948
CZ0331_PROJECTION: PROJECTING 15 CENTIMETERS
CZ0331_MAGNETIC: N = NO MAGNETIC MATERIAL
CZ0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CZ0331+STABILITY: SURFACE MOTION
CZ0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CZ0331+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
CZ0331
CZ0331  HISTORY     - Date     Condition        Recov. By
CZ0331  HISTORY     - 1948     MONUMENTED       CGS
CZ0331  HISTORY     - 1967     GOOD             NGS
CZ0331  HISTORY     - 1968     GOOD             NGS
CZ0331  HISTORY     - 1980     GOOD             NGS
CZ0331  HISTORY     - 1980     GOOD             NGS
CZ0331  HISTORY     - 1984     GOOD             NGS
CZ0331  HISTORY     - 19911205 GOOD             NGS
CZ0331
CZ0331                          STATION DESCRIPTION
CZ0331
CZ0331''DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
CZ0331''1.5 MI SE FROM PICACHO.
CZ0331''ABOUT 1.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
CZ0331''DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, IN SECTION 25, T 8 S, R 8 E,
CZ0331''4 POLES NORTHWEST OF A RAILROAD SIGNAL BOX, 50 FEET SOUTHWEST OF THE
CZ0331''SOUTHWEST RAIL OF THE TRACKS, 79 1/2 FEET NORTHEAST OF THE CENTER LINE
CZ0331''OF OLD STATE HIGHWAY 84 WHICH IS NOW A FRONTAGE ROAD ALONG THE
CZ0331''NORTHEAST SIDE OF INTERSTATE HIGHWAY 10, 6 FEET SOUTHEAST OF A
CZ0331''TELEPHONE POLE, 2.3 FEET NORTHWEST OF A WOODEN WITNESS POST, ABOUT 4
CZ0331''FEET BELOW THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF A CONCRETE
CZ0331''POST WHICH PROJECTS 6 INCHES.
CZ0331
CZ0331                          STATION RECOVERY (1968)
CZ0331
CZ0331''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
CZ0331''RECOVERED IN GOOD CONDITION.
CZ0331
CZ0331                          STATION RECOVERY (1980)
CZ0331
CZ0331''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
CZ0331''THE MARK IS 1.2 M BELOW THE TRACKS.
CZ0331''32.3 KILOMETERS (20.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
CZ0331''RAILROAD FROM THE STATION AT CASA GRANDE, AT THE THIRD TELEGRAPH
CZ0331''POLE NORTHWEST OF MILE POST 939, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
CZ0331''OF RAILROAD BRIDGE 938.69, 15.25 METERS (50 FEET) SOUTHWEST OF THE
CZ0331''SOUTHWEST RAIL, 112.8 METERS (370 FEET) NORTHWEST OF AND ACROSS THE
CZ0331''TRACKS FROM THE MILE POST, 24.2 METERS (80 FEET) NORTHEAST OF THE
CZ0331''CENTERLINE OF THE FRONTAGE ROAD (OLD HIGHWAY 84) AND 1.8 METERS
CZ0331''(6 FEET) SOUTHEAST OF THE TELEGRAPH POLE.
CZ0331''THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
CZ0331
CZ0331                          STATION RECOVERY (1980)
CZ0331
CZ0331''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
CZ0331''THE MARK IS 1.2 M BELOW THE TRACKS.
CZ0331''32.3 KILOMETERS (20.1 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
CZ0331''RAILROAD FROM THE STATION AT CASA GRANDE, AT THE THIRD TELEGRAPH
CZ0331''POLE NORTHWEST OF MILE POST 939, 0.4 KILOMETER (0.25 MILE) SOUTHEAST
CZ0331''OF RAILROAD BRIDGE 938.69, 15.25 METERS (50 FEET) SOUTHWEST OF THE
CZ0331''SOUTHWEST RAIL, 112.8 METERS (370 FEET) NORTHWEST OF AND ACROSS THE
CZ0331''TRACKS FROM THE MILE POST, 24.2 METERS (80 FEET) NORTHEAST OF THE
CZ0331''CENTERLINE OF THE FRONTAGE ROAD (OLD HIGHWAY 84) AND 1.8 METERS
CZ0331''(6 FEET) SOUTHEAST OF THE TELEGRAPH POLE.
CZ0331''THE MARK IS 0.4 METERS  NW FROM A WITNESS POST.
CZ0331
CZ0331                          STATION RECOVERY (1984)
CZ0331
CZ0331''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
CZ0331''RECOVERED IN GOOD CONDITION.
CZ0331
CZ0331                          STATION RECOVERY (1991)
CZ0331
CZ0331''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
CZ0331''2.3 KM (1.40 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
CZ0331''POST OFFICE IN PICACHO, 41.9 M (137.5 FT) NORTH OF BENCH MARK A 509,
CZ0331''24.1 M (79.1 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE,
CZ0331''15.3 M (50.2 FT) SOUTHWEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC
CZ0331''RAILROAD, 9.8 M (32.2 FT) EAST OF AN UNDERGROUND PIPELINE WARNING
CZ0331''SIGN, 1.9 M (6.2 FT) SOUTHEAST OF A UTILITY POLE, 0.5 M (1.6 FT)
CZ0331''NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT)
CZ0331''ABOVE THE GROUND SURFACE.