DV0549 ***********************************************************************
DV0549  DESIGNATION -  D 265
DV0549  PID         -  DV0549
DV0549  STATE/COUNTY-  AZ/MARICOPA
DV0549  USGS QUAD   -  PERRYVILLE (1983)
DV0549
DV0549                         *CURRENT SURVEY CONTROL
DV0549  ___________________________________________________________________
DV0549* NAD 83(1986)-  33 29 37.     (N)    112 27 41.     (W)     SCALED
DV0549* NAVD 88     -       339.058  (meters)    1112.39   (feet)  ADJUSTED
DV0549  ___________________________________________________________________
DV0549  GEOID HEIGHT-         -30.25  (meters)                     GEOID99
DV0549  DYNAMIC HT  -         338.667 (meters)    1111.11  (feet)  COMP
DV0549  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
DV0549
DV0549  VERT ORDER  -  FIRST     CLASS II
DV0549
DV0549.The horizontal coordinates were scaled from a topographic map and have
DV0549.an estimated accuracy of +/- 6 seconds.
DV0549
DV0549.The orthometric height was determined by differential leveling
DV0549.and adjusted by the National Geodetic Survey in June 1991.
DV0549
DV0549.The geoid height was determined by GEOID99.
DV0549
DV0549.The dynamic height is computed by dividing the NAVD 88
DV0549.geopotential number by the normal gravity value computed on the
DV0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
DV0549.degrees latitude (G = 980.6199 gals.).
DV0549
DV0549.The modeled gravity was interpolated from observed gravity values.
DV0549
DV0549;                    North         East    Units  Estimated Accuracy
DV0549;SPC AZ C     -   276,630.      162,740.      MT  (+/- 180 meters Scaled)
DV0549
DV0549                          SUPERSEDED SURVEY CONTROL
DV0549
DV0549  NGVD 29     -       338.525  (m)         1110.64   (f) ADJ UNCH    1 2
DV0549
DV0549.Superseded values are not recommended for survey control.
DV0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DV0549.See file dsdata.txt to determine how the superseded data were derived.
DV0549
DV0549_MARKER: DB = BENCH MARK DISK
DV0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
DV0549_STAMPING: D 265 1948
DV0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
DV0549+STABILITY: SURFACE MOTION
DV0549
DV0549  HISTORY     - Date     Condition        Recov. By
DV0549  HISTORY     - 1948     MONUMENTED       CGS
DV0549  HISTORY     - 1967     GOOD             NGS
DV0549  HISTORY     - 1981     GOOD             NGS
DV0549
DV0549                          STATION DESCRIPTION
DV0549
DV0549''DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
DV0549''10.0 MI NW FROM GOODYEAR.
DV0549''ABOUT 6.0 MILES WEST ALONG YUMA ROAD FROM THE POST OFFICE AT GOODYEAR,
DV0549''THENCE 4.0 MILES NORTH ALONG PERRYVILLE ROAD, IN S 21, T 2 N, R 2 W,
DV0549''73 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF PERRYVILLE ROAD
DV0549''AND INDIAN SCHOOL ROAD, 58 FEET WEST OF THE CENTER LINE OF PERRYVILLE
DV0549''ROAD, 30 1/2 FEET NORTH OF THE CENTER LINE OF INDIAN SCHOOL ROAD, 64
DV0549''FEET SOUTHWEST OF THE MOST SOUTHERLY OF A ROW OF LARGE TREES ON THE
DV0549''WEST SIDE OF PERRYVILLE ROAD, 17 1/2 FEET EAST OF POWER POLE NUMBER
DV0549''32E-1, 17 1/2 FEET WEST OF TELEPHONE CABLE MARKER POST NUMBER 16, 1.4
DV0549''FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
DV0549''OF THE ROADS, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 5
DV0549''INCHES.
DV0549
DV0549                          STATION RECOVERY (1981)
DV0549
DV0549''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
DV0549''RECOVERED IN GOOD CONDITION.