AK7129 ***********************************************************************
AK7129  DESIGNATION -  GIS 0131 KAREN MCKEE
AK7129  PID         -  AK7129
AK7129  STATE/COUNTY-  FL/ORANGE
AK7129  USGS QUAD   -  ORLANDO EAST (1980)
AK7129
AK7129                         *CURRENT SURVEY CONTROL
AK7129  ___________________________________________________________________
AK7129* NAD 83(1990)-  28 34 29.83129(N)    081 21 52.51961(W)     ADJUSTED
AK7129* NAVD 88     -        24.173  (meters)      79.31   (feet)  ADJUSTED
AK7129  ___________________________________________________________________
AK7129  X           -     841,648.838 (meters)                     COMP
AK7129  Y           -  -5,541,975.503 (meters)                     COMP
AK7129  Z           -   3,032,612.821 (meters)                     COMP
AK7129  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
AK7129  ELLIP HEIGHT-          -3.48  (meters)                     GPS OBS
AK7129  GEOID HEIGHT-         -27.68  (meters)                     GEOID99
AK7129  DYNAMIC HT  -          24.138 (meters)      79.19  (feet)  COMP
AK7129  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
AK7129
AK7129  HORZ ORDER  -  FIRST
AK7129  VERT ORDER  -  SECOND    CLASS I
AK7129  ELLP ORDER  -  FOURTH    CLASS II
AK7129
AK7129.The horizontal coordinates were established by GPS observations
AK7129.and adjusted by the National Geodetic Survey in April 1994.
AK7129
AK7129.The orthometric height was determined by differential leveling
AK7129.and adjusted by the National Geodetic Survey in December 1995.
AK7129
AK7129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
AK7129
AK7129.The Laplace correction was computed from DEFLEC99 derived deflections.
AK7129
AK7129.The ellipsoidal height was determined by GPS observations
AK7129.and is referenced to NAD 83.
AK7129
AK7129.The geoid height was determined by GEOID99.
AK7129
AK7129.The dynamic height is computed by dividing the NAVD 88
AK7129.geopotential number by the normal gravity value computed on the
AK7129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
AK7129.degrees latitude (g = 980.6199 gals.).
AK7129
AK7129.The modeled gravity was interpolated from observed gravity values.
AK7129
AK7129;                    North         East     Units   Scale      Converg.
AK7129;SPC FL E     -   469,978.185   164,332.478   MT  0.99995687 -0 10 27.8
AK7129;UTM  17      - 3,160,949.812   464,344.648   MT  0.99961569 -0 10 27.8
AK7129
AK7129                          SUPERSEDED SURVEY CONTROL
AK7129
AK7129  NAD 83(1990)-  28 34 29.83131(N)    081 21 52.51961(W) AD(       ) 1
AK7129  NGVD 29     -        24.49   (m)           80.3    (f) LEVELING    3
AK7129
AK7129.Superseded values are not recommended for survey control.
AK7129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
AK7129.See file dsdata.txt to determine how the superseded data were derived.
AK7129
AK7129_MARKER: DD = SURVEY DISK
AK7129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
AK7129_STAMPING: GIS-0131 KAREN MCKEE
AK7129_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
AK7129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
AK7129+STABILITY: SURFACE MOTION
AK7129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
AK7129+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1990
AK7129
AK7129  HISTORY     - Date     Condition        Recov. By
AK7129  HISTORY     - 1985     MONUMENTED       FL-095
AK7129  HISTORY     - 19900619 GOOD             FL-095
AK7129  HISTORY     - 19960316 GOOD             USPSQD
AK7129
AK7129                          STATION DESCRIPTION
AK7129
AK7129''DESCRIBED BY ORANGE COUNTY FLORIDA 1990
AK7129''THE STATION IS ABOUT 1.3 MI (2.1 KM) NORTH OF STATE ROAD 50 IN THE
AK7129''NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 22 SOUTH, RANGE 27 EAST,
AK7129''ORANGE COUNTY, FLORIDA, ON THE RIGHT-OF-WAY OF U.S. 17-92.
AK7129''TO REACH THE STATION FROM PRINCETON AND 17-92, GO NORTH ON 17-92 FOR
AK7129''0.25 MI (0.40 KM) TO THE STATION ON THE LEFT, ON THE SOUTH SIDE OF A
AK7129''BRIDGE.
AK7129''THE STATION IS 19.82 FT (6.04 M) SOUTHEAST OF A REBAR AND CAP, 67.95
AK7129''FT (20.71 M) WEST OF AN X-CUT IN THE CENTER OF SIDEWALK, AND 31.36
AK7129''FT (9.56 M) SOUTHWEST OF AN X-CUT IN THE EAST EDGE OF SIDEWALK.
AK7129
AK7129                          STATION RECOVERY (1996)
AK7129
AK7129''RECOVERY NOTE BY US POWER SQUADRON 1996
AK7129''RECOVERED IN GOOD CONDITION.