DV2248 ***********************************************************************
DV2248  DESIGNATION -  RANCH
DV2248  PID         -  DV2248
DV2248  STATE/COUNTY-  AZ/MARICOPA
DV2248  USGS QUAD   -  WADDELL (1976)
DV2248
DV2248                         *CURRENT SURVEY CONTROL
DV2248  ___________________________________________________________________
DV2248* NAD 83(1992)-  33 31 21.60289(N)    112 26 10.77834(W)     ADJUSTED
DV2248* NAVD 88     -       341.6    (meters)    1121.     (feet)  VERTCON
DV2248  ___________________________________________________________________
DV2248  X           -  -2,031,535.123 (meters)                     COMP
DV2248  Y           -  -4,920,017.259 (meters)                     COMP
DV2248  Z           -   3,502,602.647 (meters)                     COMP
DV2248  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
DV2248  ELLIP HEIGHT-         311.69  (meters)                     GPS OBS
DV2248  GEOID HEIGHT-         -30.24  (meters)                     GEOID99
DV2248
DV2248  HORZ ORDER  -  FIRST
DV2248  ELLP ORDER  -  FOURTH    CLASS II
DV2248
DV2248.The horizontal coordinates were established by GPS observations
DV2248.and adjusted by the National Geodetic Survey in August 1993.
DV2248
DV2248.The NAVD 88 height was computed by applying the VERTCON shift value to
DV2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
DV2248
DV2248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
DV2248
DV2248.The Laplace correction was computed from DEFLEC99 derived deflections.
DV2248
DV2248.The ellipsoidal height was determined by GPS observations
DV2248.and is referenced to NAD 83.
DV2248
DV2248.The geoid height was determined by GEOID99.
DV2248
DV2248;                    North         East     Units   Scale      Converg.
DV2248;SPC AZ C     -   279,835.230   165,088.967   MT  0.99992872 -0 17 13.2
DV2248;UTM  12      - 3,710,155.788   366,615.489   MT  0.99981934 -0 47 36.1
DV2248
DV2248                          SUPERSEDED SURVEY CONTROL
DV2248
DV2248  NAD 83(1986)-  33 31 21.59728(N)    112 26 10.78452(W) AD(       ) 1
DV2248  NGVD 29     -       341.1    (m)         1119.     (f) GPS OBS
DV2248
DV2248.Superseded values are not recommended for survey control.
DV2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
DV2248.See file dsdata.txt to determine how the superseded data were derived.
DV2248
DV2248_MARKER: DD = SURVEY DISK
DV2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
DV2248_MAGNETIC: N = NO MAGNETIC MATERIAL
DV2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
DV2248+STABILITY: SURFACE MOTION
DV2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
DV2248+SATELLITE: SATELLITE OBSERVATIONS - 1986
DV2248
DV2248  HISTORY     - Date     Condition        Recov. By
DV2248  HISTORY     - 1986     MONUMENTED       AZDT
DV2248
DV2248                          STATION DESCRIPTION
DV2248
DV2248''DESCRIBED BY ARIZONA DEPARTMENT OF TRANSPORTATION 1986 (HW)
DV2248''THE STATION IS LOCATED ABOUT 7.3 KM (4.5 MI)
DV2248''WEST-NORTHWEST OF LITCHFIELD PARK, ARIZONA.
DV2248''
DV2248''TO REACH THE STATION FROM THE INTERSECTION OF INDIAN SCHOOL AND
DV2248''COTTON LANE, GO NORTH FOR 3.24 KM (2.0 MI) ON COTTON LANE
DV2248''TO BETHANY HOME ROAD, TURN LEFT AND GO WEST FOR
DV2248''0.97 KM (0.6 MI) ON BETHANY HOME ROAD TO THE STATION ON THE LEFT.
DV2248''
DV2248''THE STATION IS A STANDARD AGS DISK
DV2248''STAMPED---RANCH 1986---,
DV2248''SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
DV2248''25 CM IN DIAMETER PROJECTING 10 CM ABOVE GROUND.  LOCATED
DV2248''0.91 METERS (3.0 FT) EAST FROM A WITNESS POST AND SIGN,
DV2248''1.07 METERS (3.5 FT) WEST FROM A WITNESS POST AND SIGN,
DV2248''0.3 METERS (1.0 FT) NORTH FROM THE EDGE OF A CONCRETE DITCH,
DV2248''5.49 METERS (18.0 FT) SOUTH FROM THE CENTERLINE OF BETHANY HOME ROAD.
DV2248''THE UNDERGROUND MARK IS A STANDARD AGS DISK
DV2248''STAMPED---RANCH 1986---,
DV2248''SET INTO AN IRREGULAR MASS OF CONCRETE 0.81 METERS BELOW THE SURFACE.