DA0621 ***********************************************************************
DA0621  DESIGNATION -  E 360
DA0621  PID         -  DA0621
DA0621  STATE/COUNTY-  AZ/MARICOPA
DA0621  USGS QUAD   -  BOSQUE (1976)
DA0621
DA0621                         *CURRENT SURVEY CONTROL
DA0621  ___________________________________________________________________
DA0621* NAD 83(1986)-  32 58 30.     (N)    112 33 06.     (W)     SCALED
DA0621* NAVD 88     -       335.678  (meters)    1101.30   (feet)  ADJUSTED
DA0621  ___________________________________________________________________
DA0621  GEOID HEIGHT-         -31.00  (meters)                     GEOID99
DA0621  DYNAMIC HT  -         335.275 (meters)    1099.98  (feet)  COMP
DA0621  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
DA0621
DA0621  VERT ORDER  -  FIRST     CLASS II
DA0621
DA0621.The horizontal coordinates were scaled from a topographic map and have
DA0621.an estimated accuracy of +/- 6 seconds.
DA0621
DA0621.The orthometric height was determined by differential leveling
DA0621.and adjusted by the National Geodetic Survey in June 1991.
DA0621
DA0621.The geoid height was determined by GEOID99.
DA0621
DA0621.The dynamic height is computed by dividing the NAVD 88
DA0621.geopotential number by the normal gravity value computed on the
DA0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
DA0621.degrees latitude (G = 980.6199 gals.).
DA0621
DA0621.The modeled gravity was interpolated from observed gravity values.
DA0621
DA0621;                    North         East    Units  Estimated Accuracy
DA0621;SPC AZ C     -   219,160.      154,010.      MT  (+/- 180 meters Scaled)
DA0621
DA0621                          SUPERSEDED SURVEY CONTROL
DA0621
DA0621  NGVD 29     -       335.044  (m)         1099.22   (f) ADJ UNCH    1 2
DA0621
DA0621.Superseded values are not recommended for survey control.
DA0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DA0621.See file dsdata.txt to determine how the superseded data were derived.
DA0621
DA0621_MARKER: DB = BENCH MARK DISK
DA0621_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
DA0621_STAMPING: E 360 1967
DA0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
DA0621
DA0621  HISTORY     - Date     Condition        Recov. By
DA0621  HISTORY     - 1967     MONUMENTED       CGS
DA0621  HISTORY     - 1980     GOOD             NGS
DA0621  HISTORY     - 1980     GOOD             NGS
DA0621  HISTORY     - 19941202 GOOD             USPSQD
DA0621
DA0621                          STATION DESCRIPTION
DA0621
DA0621''DESCRIBED BY COAST AND GEODETIC SURVEY 1967
DA0621''9.7 MI E FROM GILA BEND.
DA0621''9.7 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT
DA0621''GILA BEND, IN S 22, T 5 S, R 3 W, 5 1/2 RAILS EAST OF THE EAST END OF
DA0621''RAILROAD BRIDGE 6, 38 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK,
DA0621''7 FEET EAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE
DA0621''POLES, 1.5 FEET WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE
DA0621''LEVEL OF THE TRACKS, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
DA0621''THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS ENCASED IN A 5-INCH IRON
DA0621''PIPE PROJECTING 8 INCHES.
DA0621
DA0621                          STATION RECOVERY (1980)
DA0621
DA0621''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
DA0621''RECOVERED IN GOOD CONDITION.
DA0621
DA0621                          STATION RECOVERY (1980)
DA0621
DA0621''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
DA0621''RECOVERED IN GOOD CONDITION.
DA0621
DA0621                          STATION RECOVERY (1994)
DA0621
DA0621''RECOVERY NOTE BY US POWER SQUADRON 1994
DA0621''RECOVERED IN GOOD CONDITION.