KD0469 ***********************************************************************
KD0469  DESIGNATION -  W 213
KD0469  PID         -  KD0469
KD0469  STATE/COUNTY-  MO/CARROLL
KD0469  USGS QUAD   -  MIAMI (1979)
KD0469
KD0469                         *CURRENT SURVEY CONTROL
KD0469  ___________________________________________________________________
KD0469* NAD 83(1986)-  39 20 58.     (N)    093 14 04.     (W)     SCALED
KD0469* NAVD 88     -       197.952  (meters)     649.45   (feet)  ADJUSTED
KD0469  ___________________________________________________________________
KD0469  GEOID HEIGHT-         -32.54  (meters)                     GEOID99
KD0469  DYNAMIC HT  -         197.834 (meters)     649.06  (feet)  COMP
KD0469  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
KD0469
KD0469  VERT ORDER  -  FIRST     CLASS II
KD0469
KD0469.The horizontal coordinates were scaled from a topographic map and have
KD0469.an estimated accuracy of +/- 6 seconds.
KD0469
KD0469.The orthometric height was determined by differential leveling
KD0469.and adjusted by the National Geodetic Survey in June 1991.
KD0469
KD0469.The geoid height was determined by GEOID99.
KD0469
KD0469.The dynamic height is computed by dividing the NAVD 88
KD0469.geopotential number by the normal gravity value computed on the
KD0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
KD0469.degrees latitude (g = 980.6199 gals.).
KD0469
KD0469.The modeled gravity was interpolated from observed gravity values.
KD0469
KD0469;                    North         East    Units  Estimated Accuracy
KD0469;SPC MO C     -   390,480.      436,700.      MT  (+/- 180 meters Scaled)
KD0469
KD0469                          SUPERSEDED SURVEY CONTROL
KD0469
KD0469  NGVD 29     -       197.932  (m)          649.38   (f) ADJ UNCH    1 2
KD0469
KD0469.Superseded values are not recommended for survey control.
KD0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
KD0469.See file dsdata.txt to determine how the superseded data were derived.
KD0469
KD0469_MARKER: DB = BENCH MARK DISK
KD0469_SETTING: 36 = BRIDGE ABUTMENT
KD0469_STAMPING: W 213 1948
KD0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
KD0469
KD0469  HISTORY     - Date     Condition        Recov. By
KD0469  HISTORY     - 1948     MONUMENTED       CGS
KD0469  HISTORY     - 1964     GOOD             NGS
KD0469  HISTORY     - 1990     GOOD             USPSQD
KD0469
KD0469                          STATION DESCRIPTION
KD0469
KD0469''DESCRIBED BY COAST AND GEODETIC SURVEY 1948
KD0469''1.7 MI N FROM MIAMI.
KD0469''1.7 MILE NORTH ALONG STATE HIGHWAY 41 FROM THE SOUTH END OF THE
KD0469''MIAMI TOLL BRIDGE AT MIAMI, IN THE SOUTHWEST END OF THE
KD0469''NORTHWEST ABUTMENT OF HIGHWAY BRIDGE OVER WAKENDA CHUTE, 14.0
KD0469''FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT
KD0469''NORTHEAST OF THE SOUTHWEST END OF THE ABUTMENT.
KD0469
KD0469                          STATION RECOVERY (1964)
KD0469
KD0469''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
KD0469''RECOVERED IN GOOD CONDITION.
KD0469
KD0469                          STATION RECOVERY (1990)
KD0469
KD0469''RECOVERY NOTE BY US POWER SQUADRON 1990 (RCC)
KD0469''RECOVERED IN GOOD CONDITION.