CZ0339 ***********************************************************************
CZ0339  DESIGNATION -  K 279
CZ0339  PID         -  CZ0339
CZ0339  STATE/COUNTY-  AZ/PINAL
CZ0339  USGS QUAD   -  NEWMAN PEAK (1982)
CZ0339
CZ0339                         *CURRENT SURVEY CONTROL
CZ0339  ___________________________________________________________________
CZ0339* NAD 83(1986)-  32 39 17.     (N)    111 24 02.     (W)     SCALED
CZ0339* NAVD 88     -       540.768  (meters)    1774.17   (feet)  ADJUSTED
CZ0339  ___________________________________________________________________
CZ0339  GEOID HEIGHT-         -29.61  (meters)                     GEOID99
CZ0339  DYNAMIC HT  -         540.078 (meters)    1771.91  (feet)  COMP
CZ0339  MODELED GRAV-     979,345.7   (mgal)                       NAVD 88
CZ0339
CZ0339  VERT ORDER  -  FIRST     CLASS II
CZ0339
CZ0339.The horizontal coordinates were scaled from a topographic map and have
CZ0339.an estimated accuracy of +/- 6 seconds.
CZ0339
CZ0339.The orthometric height was determined by differential leveling
CZ0339.and adjusted by the National Geodetic Survey in November 1993.
CZ0339
CZ0339.The geoid height was determined by GEOID99.
CZ0339
CZ0339.The dynamic height is computed by dividing the NAVD 88
CZ0339.geopotential number by the normal gravity value computed on the
CZ0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
CZ0339.degrees latitude (G = 980.6199 gals.).
CZ0339
CZ0339.The modeled gravity was interpolated from observed gravity values.
CZ0339
CZ0339;                    North         East    Units  Estimated Accuracy
CZ0339;SPC AZ C     -   183,580.      261,780.      MT  (+/- 180 meters Scaled)
CZ0339
CZ0339                          SUPERSEDED SURVEY CONTROL
CZ0339
CZ0339  NGVD 29     -       540.182  (m)         1772.25   (f) ADJ UNCH    1 2
CZ0339
CZ0339.Superseded values are not recommended for survey control.
CZ0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
CZ0339.See file dsdata.txt to determine how the superseded data were derived.
CZ0339
CZ0339_MARKER: DD = SURVEY DISK
CZ0339_SETTING: 32 = HEADWALL
CZ0339_STAMPING: K 279
CZ0339_MAGNETIC: N = NO MAGNETIC MATERIAL
CZ0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CZ0339+STABILITY: SURFACE MOTION
CZ0339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CZ0339+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
CZ0339
CZ0339  HISTORY     - Date     Condition        Recov. By
CZ0339  HISTORY     - UNK      MONUMENTED       AZHD
CZ0339  HISTORY     - 1952     GOOD             NGS
CZ0339  HISTORY     - 1960     GOOD             NGS
CZ0339  HISTORY     - 1975     GOOD             AZDT
CZ0339  HISTORY     - 1978     GOOD             USGS
CZ0339  HISTORY     - 1980     GOOD             NGS
CZ0339  HISTORY     - 1984     GOOD             NGS
CZ0339  HISTORY     - 19911205 GOOD             NGS
CZ0339
CZ0339                          STATION DESCRIPTION
CZ0339
CZ0339''DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
CZ0339''6.8 MI SE FROM PICACHO.
CZ0339''6.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
CZ0339''STATION AT PICACHO, AT PICACHO PEAK, AT THE T JUNCTION OF A GRAVEL
CZ0339''ROAD LEADING SOUTHWEST TO THE ARIZONA STATE HIGHWAY MAINTENANCE
CZ0339''OFFICE, AT A 36 INCH CORRUGATED METAL PIPE CULVERT UNDER STATE HIGHWAY
CZ0339''84, IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEADWALL, 63
CZ0339''FEET EAST OF THE CENTER OF A JUNCTION OF A GRAVEL ROAD, 15 1/2 FEET
CZ0339''NORTHEAST OF THE CENTER LINE OF AND ABOUT 1 FOOT HIGHER THAN THE
CZ0339''HIGHWAY.
CZ0339
CZ0339                          STATION RECOVERY (1960)
CZ0339
CZ0339''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
CZ0339''RECOVERED IN GOOD CONDITION.
CZ0339
CZ0339                          STATION RECOVERY (1975)
CZ0339
CZ0339''RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
CZ0339''FROM THE PICACHO PASS UNDERPASS, AT MILEPOST 219.8 OF I-10, NORTH 0.1
CZ0339''MILES TO A T JUNCTION.  RIGHT, WEST, FOR 0.65 MILES AND TO THE STATION
CZ0339''ON THE RIGHT.  ON A 10 FT. CULVERT HEADWALL, ABOUT LEVEL WITH THE
CZ0339''ROAD.  AN AHD BRASS CAP, SET IN THE TOP AND CENTER OF A 10 FT. CULVERT
CZ0339''HEADWALL AND STAMPED WITH A USC AND GS DESIGNATION.
CZ0339
CZ0339                          STATION RECOVERY (1978)
CZ0339
CZ0339''RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
CZ0339''PICACHO P.O., 7.0 MI. SE OF ALONG NE FRONTAGE ROAD OF I-10. 0.65 MI.
CZ0339''NW OF PICACHO PEAK ROAD INTERCHANGE. AT A 36 IN. CORRUGATED METAL
CZ0339''PIPE CULVERT IN THE TOP OF THE CENTER OF THE NE CONCRETE HEADWALL. 15
CZ0339''1/2 FT. NE OF CENTERLINE OF FRONTAGE ROAD, AND ABOUT 1 FT. HIGHER
CZ0339''THAN ROAD. AHD BRONZE TABLET STAMPED K-279.
CZ0339
CZ0339                          STATION RECOVERY (1980)
CZ0339
CZ0339''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
CZ0339''THE MARK IS 0.2 M ABOVE THE ROAD.
CZ0339''41.6 KILOMETERS (25.85 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
CZ0339''RAILROAD FROM THE STATION AT CASA GRANDE, 0.2 KILOMETER (0.1 MILE)
CZ0339''NORTHWEST OF RAILROAD BRIDGE 944.57, AT A 3.0-METER PIPE CULVERT
CZ0339''UNDER A FRONTAGE ROAD (OLD U. S. HIGHWAY 84), IN THE TOP CENTER OF
CZ0339''THE NORTHEAST HEADWALL, 61.6 METERS (202 FEET) SOUTHWEST OF THE
CZ0339''SOUTHWEST RAIL OF THE MAIN TRACK, 4.6 METERS (15 FEET) NORTHEAST
CZ0339''OF THE CENTERLINE OF THE ROAD AND 1.8 METERS (6 FEET) NORTHWEST OF
CZ0339''THE SOUTHEAST END OF THE HEADWALL.
CZ0339
CZ0339                          STATION RECOVERY (1984)
CZ0339
CZ0339''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
CZ0339''RECOVERED IN GOOD CONDITION.
CZ0339
CZ0339                          STATION RECOVERY (1991)
CZ0339
CZ0339''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
CZ0339''11.3 KM (7.00 MI) SOUTHEASTERLY ALONG CAMINO ADELANTE ROAD FROM THE
CZ0339''POST OFFICE IN PICACHO, IN TOP OF AND 1.9 M (6.2 FT) NORTHWEST OF THE
CZ0339''SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A CULVERT, 21.0 M
CZ0339''(68.9 FT) SOUTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING TO A
CZ0339''GRAVEL STORAGE AREA, 4.7 M (15.4 FT) NORTHEAST OF THE ROAD
CZ0339''CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.