CZ0471 ***********************************************************************
CZ0471  DESIGNATION -  SAGUARO RM 2
CZ0471  PID         -  CZ0471
CZ0471  STATE/COUNTY-  AZ/PINAL
CZ0471  USGS QUAD   -  RED ROCK (1981)
CZ0471
CZ0471                         *CURRENT SURVEY CONTROL
CZ0471  ___________________________________________________________________
CZ0471* NAD 83(1986)-  32 32 37.     (N)    111 17 48.     (W)     SCALED
CZ0471* NAVD 88     -       580.957  (meters)    1906.02   (feet)  ADJUSTED
CZ0471  ___________________________________________________________________
CZ0471  GEOID HEIGHT-         -29.52  (meters)                     GEOID99
CZ0471  DYNAMIC HT  -         580.200 (meters)    1903.54  (feet)  COMP
CZ0471  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
CZ0471
CZ0471  VERT ORDER  -  FIRST     CLASS II
CZ0471
CZ0471.The horizontal coordinates were scaled from a topographic map and have
CZ0471.an estimated accuracy of +/- 6 seconds.
CZ0471
CZ0471.The orthometric height was determined by differential leveling
CZ0471.and adjusted by the National Geodetic Survey in June 1991.
CZ0471
CZ0471.The geoid height was determined by GEOID99.
CZ0471
CZ0471.The dynamic height is computed by dividing the NAVD 88
CZ0471.geopotential number by the normal gravity value computed on the
CZ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
CZ0471.degrees latitude (G = 980.6199 gals.).
CZ0471
CZ0471.The modeled gravity was interpolated from observed gravity values.
CZ0471
CZ0471;                    North         East    Units  Estimated Accuracy
CZ0471;SPC AZ C     -   171,310.      271,590.      MT  (+/- 180 meters Scaled)
CZ0471
CZ0471                          SUPERSEDED SURVEY CONTROL
CZ0471
CZ0471  NGVD 29     -       580.506  (m)         1904.54   (f) ADJ UNCH    1 2
CZ0471
CZ0471.Superseded values are not recommended for survey control.
CZ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
CZ0471.See file dsdata.txt to determine how the superseded data were derived.
CZ0471
CZ0471_MARKER: DR = REFERENCE MARK DISK
CZ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
CZ0471_STAMPING: SAGUARO NO 2 1959
CZ0471_PROJECTION: PROJECTING 4 CENTIMETERS
CZ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
CZ0471+STABILITY: SURFACE MOTION
CZ0471
CZ0471  HISTORY     - Date     Condition        Recov. By
CZ0471  HISTORY     - 1959     MONUMENTED       CGS
CZ0471  HISTORY     - 1971     GOOD             NGS
CZ0471  HISTORY     - 1980     GOOD             NGS
CZ0471
CZ0471                          STATION DESCRIPTION
CZ0471
CZ0471''DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
CZ0471''2.5 MI SE FROM REDROCK.
CZ0471''7.9 MILES NORTHWEST ALONG INTERSTATE HIGHWAY 10 FROM THE MARANA
CZ0471''OVERPASS AT THE SMALL VILLAGE OF MARANA, ON THE SOUTHWEST SIDE OF THE
CZ0471''EAST BOUND LANE OF INTERSTATE HIGHWAY 10, 42 FEET NORTHWEST OF A METAL
CZ0471''WITNESS POST, 1.5 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A
CZ0471''CONCRETE POST PROJECTING 2 INCHES.
CZ0471
CZ0471                          STATION RECOVERY (1980)
CZ0471
CZ0471''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
CZ0471''47.8 KILOMETTERS (29.7 MILES) NORTHWEST ALONG THE SOUTHERN PACIFIC
CZ0471''RAILROAD FROM THE STATION AT TUCSON, O.2 KILOMETER (0.1 MILE)
CZ0471''SOUTHWEST AND ACROSS INTERSTATE HIGHWAY 10 FROM THE RAILROAD,
CZ0471''1.0 KILOMETER (0.6 MILE) SOUTHEAST OF THE SAGUARO SERVICE PLANT
CZ0471''0.2 KILOMETER (0.1 MILE) NORTHWEST OF INTERSTATE HIGHWAY 10
CZ0471''MILE POST 229, 28.7 METERS (94.0 FEET) SOUTHWEST OF THE
CZ0471''CENTERLINE OF INTERSTATE HIGHWAY 10 EAST BOUND TRAFFIC LANE,
CZ0471''14.5 METERS (47.6 FEET) NORTHWEST OF THE STATION, 0.3 METER
CZ0471''(1.0 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.
CZ0471''THE MARK IS 12.8 METERS  NW FROM A WITNESS POST.
CZ0471''THE MARK IS 1 M BELOW THE HIGHWAY.