CZ0329 ***********************************************************************
CZ0329  DESIGNATION -  CAMINO ADELANTE STA 1723+60
CZ0329  PID         -  CZ0329
CZ0329  STATE/COUNTY-  AZ/PINAL
CZ0329  USGS QUAD   -  NEWMAN PEAK (1982)
CZ0329
CZ0329                         *CURRENT SURVEY CONTROL
CZ0329  ___________________________________________________________________
CZ0329* NAD 83(1986)-  32 42 51.     (N)    111 29 56.     (W)     SCALED
CZ0329* NAVD 88     -       491.205  (meters)    1611.56   (feet)  ADJUSTED
CZ0329  ___________________________________________________________________
CZ0329  GEOID HEIGHT-         -29.89  (meters)                     GEOID99
CZ0329  DYNAMIC HT  -         490.580 (meters)    1609.51  (feet)  COMP
CZ0329  MODELED GRAV-     979,349.5   (mgal)                       NAVD 88
CZ0329
CZ0329  VERT ORDER  -  FIRST     CLASS II
CZ0329
CZ0329.The horizontal coordinates were scaled from a topographic map and have
CZ0329.an estimated accuracy of +/- 6 seconds.
CZ0329
CZ0329.The orthometric height was determined by differential leveling
CZ0329.and adjusted by the National Geodetic Survey in November 1993.
CZ0329
CZ0329.The geoid height was determined by GEOID99.
CZ0329
CZ0329.The dynamic height is computed by dividing the NAVD 88
CZ0329.geopotential number by the normal gravity value computed on the
CZ0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
CZ0329.degrees latitude (G = 980.6199 gals.).
CZ0329
CZ0329.The modeled gravity was interpolated from observed gravity values.
CZ0329
CZ0329;                    North         East    Units  Estimated Accuracy
CZ0329;SPC AZ C     -   190,130.      252,520.      MT  (+/- 180 meters Scaled)
CZ0329
CZ0329                          SUPERSEDED SURVEY CONTROL
CZ0329
CZ0329  NGVD 29     -       491.521  (m)         1612.60   (f) ADJ UNCH    1 2
CZ0329
CZ0329.Superseded values are not recommended for survey control.
CZ0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
CZ0329.See file dsdata.txt to determine how the superseded data were derived.
CZ0329
CZ0329_MARKER: DD = SURVEY DISK
CZ0329_SETTING: 32 = HEADWALL
CZ0329_STAMPING: 1723+60 1931
CZ0329_MAGNETIC: N = NO MAGNETIC MATERIAL
CZ0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CZ0329+STABILITY: SURFACE MOTION
CZ0329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
CZ0329+SATELLITE: SATELLITE OBSERVATIONS - December 05, 1991
CZ0329
CZ0329  HISTORY     - Date     Condition        Recov. By
CZ0329  HISTORY     - 1931     MONUMENTED       AZHD
CZ0329  HISTORY     - 1967     GOOD             NGS
CZ0329  HISTORY     - 1975     GOOD             AZDT
CZ0329  HISTORY     - 1980     GOOD             NGS
CZ0329  HISTORY     - 1980     GOOD             NGS
CZ0329  HISTORY     - 1980     GOOD             NGS
CZ0329  HISTORY     - 19911205 GOOD             NGS
CZ0329
CZ0329                          STATION DESCRIPTION
CZ0329
CZ0329''DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
CZ0329''0.2 MI SW FROM PICACHO.
CZ0329''ABOUT 0.2 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE
CZ0329''DISTRICT 33 ELEMENTARY SCHOOL AT PICACHO, OR ABOUT 134 YARDS WEST
CZ0329''ALONG OLD STATE HIGHWAY 84 FROM THE POST OFFICE AT PICACHO, IN SECTION
CZ0329''22, T 8 S, R 8 E, 98 YARDS WEST OF THE CENTER OF THE JUNCTION OF STATE
CZ0329''HIGHWAY 84 AND PICACHO HIGHWAY WHICH LEADS SOUTH UNDER INTERSTATE
CZ0329''HIGHWAY 10, 14 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AN
CZ0329''ARIZONA HIGHWAY DEPARTMENT DISK SET IN THE CENTER OF THE TOP OF THE
CZ0329''SOUTH CONCRETE HEAD WALL OF A TWIN CHANNEL 12-FOOT CONCRETE BOX
CZ0329''CULVERT UNDER THE HIGHWAY, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
CZ0329''HIGHWAY.
CZ0329
CZ0329                          STATION RECOVERY (1975)
CZ0329
CZ0329''RECOVERY NOTE BY ARIZONA DEPARTMENT OF TRANSPORTATION 1975
CZ0329''FROM THE MOST EASTERLY OF THE PICACHO ACCESS UNDERPASS, NORTH ON THE
CZ0329''UNDERPASS ROAD FOR ABOUT 0.1 MILES TO A T JUNCTION.  LEFT, WEST FOR
CZ0329''ABOUT 150 FT. AND TO THE STATION ON THE LEFT.  ABOUT 15 FT. SOUTH OF
CZ0329''THE ROAD CENTERLINE.  AN AHD BRASS CAP, SET ON THE TOP AND CENTER OF A
CZ0329''12 FT. CULVERT HEADWALL.  I-10.  MP. 212.1.  L. 300 FT.
CZ0329
CZ0329                          STATION RECOVERY (1980)
CZ0329
CZ0329''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
CZ0329''THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
CZ0329''29.9 KILOMETERS (18.55 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
CZ0329''RAILROAD FROM THE STATION AT CASA GRANDE, SET IN THE TOP CENTER OF THE
CZ0329''SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY
CZ0329''84, 134 PACES NORTHWEST ALONG THE HIGHWAY FROM THE POST OFFICE AT
CZ0329''PICACHO, 4.5 METERS (15 FEET) SOUTHWEST OF THE CENTERLINE OF THE
CZ0329''OLD HIGHWAY AND 89.6 METERS (294 FEET) NORTHWEST OF THE JUNCTION OF
CZ0329''THE CENTERLINES OF THE OLD HIGHWAY AND PICACHO BOULEVARD.
CZ0329
CZ0329                          STATION RECOVERY (1980)
CZ0329
CZ0329''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
CZ0329''THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
CZ0329''29.9 KILOMETERS (18.55 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
CZ0329''RAILROAD FROM THE STATION AT CASA GRANDE, SET IN THE TOP CENTER OF THE
CZ0329''SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY
CZ0329''84, 134 PACES NORTHWEST ALONG THE HIGHWAY FROM THE POST OFFICE AT
CZ0329''PICACHO, 4.5 METERS (15 FEET) SOUTHWEST OF THE CENTERLINE OF THE
CZ0329''OLD HIGHWAY AND 89.6 METERS (294 FEET) NORTHWEST OF THE JUNCTION OF
CZ0329''THE CENTERLINES OF THE OLD HIGHWAY AND PICACHO BOULEVARD.
CZ0329
CZ0329                          STATION RECOVERY (1980)
CZ0329
CZ0329''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
CZ0329''THE MARK IS ABOVE LEVEL WITH THE OLD HIGHWAY.
CZ0329''29.9 KILOMETERS (18.55 MILES) SOUTHEAST ALONG THE SOUTHERN PACIFIC
CZ0329''RAILROAD FROM THE STATION AT CASA GRANDE, SET IN THE TOP CENTER OF THE
CZ0329''SOUTHWEST HEADWALL FOR A DOUBLE BOX CULVERT UNDER OLD STATE HIGHWAY
CZ0329''84, 134 PACES NORTHWEST ALONG THE HIGHWAY FROM THE POST OFFICE AT
CZ0329''PICACHO, 4.5 METERS (15 FEET) SOUTHWEST OF THE CENTERLINE OF THE
CZ0329''OLD HIGHWAY AND 89.6 METERS (294 FEET) NORTHWEST OF THE JUNCTION OF
CZ0329''THE CENTERLINES OF THE OLD HIGHWAY AND PICACHO BOULEVARD.
CZ0329
CZ0329                          STATION RECOVERY (1991)
CZ0329
CZ0329''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
CZ0329''0.1 KM (0.05 MI) NORTHWESTERLY ALONG CAMINO ADELANTE ROAD FROM THE
CZ0329''POST OFFICE IN PICACHO, IN TOP OF AND 2.2 M (7.2 FT) SOUTHEAST OF THE
CZ0329''NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A CULVERT, 89.0 M
CZ0329''(292.0 FT) NORTHWEST OF THE CENTERLINE OF PICACHO BOULEVARD
CZ0329''(INTERSTATE HIGHWAY 10 EXIT 212), 4.4 M (14.4 FT) SOUTHWEST OF THE
CZ0329''ROAD CENTERLINE, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.