LK0286 ***********************************************************************
LK0286  DESIGNATION -  A 312
LK0286  PID         -  LK0286
LK0286  STATE/COUNTY-  CO/MORGAN
LK0286  USGS QUAD   -  JUDSON HILLS (1984)
LK0286
LK0286                         *CURRENT SURVEY CONTROL
LK0286  ___________________________________________________________________
LK0286* NAD 83(1986)-  40 27 03.     (N)    103 57 20.     (W)     SCALED
LK0286* NAVD 88     -      1492.326  (meters)    4896.07   (feet)  POSTED
LK0286  ___________________________________________________________________
LK0286  GEOID HEIGHT-         -19.05  (meters)                     GEOID99
LK0286  DYNAMIC HT  -        1491.120 (meters)    4892.12  (feet)  COMP
LK0286  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
LK0286
LK0286  VERT ORDER  -  * POSTED, Code C , SEE BELOW
LK0286
LK0286.The horizontal coordinates were scaled from a topographic map and have
LK0286.an estimated accuracy of +/- 6 seconds.
LK0286
LK0286.The orthometric height was determined by differential leveling
LK0286.and adjusted by the National Geodetic Survey in 1992.
LK0286.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
LK0286.rate of 2.1 thru 3.0 mm/km.
LK0286
LK0286.The geoid height was determined by GEOID99.
LK0286
LK0286.The dynamic height is computed by dividing the NAVD 88
LK0286.geopotential number by the normal gravity value computed on the
LK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LK0286.degrees latitude (G = 980.6199 gals.).
LK0286
LK0286.The modeled gravity was interpolated from observed gravity values.
LK0286
LK0286;                    North         East    Units  Estimated Accuracy
LK0286;SPC CO N     -   430,020.    1,045,410.      MT  (+/- 180 meters Scaled)
LK0286
LK0286                          SUPERSEDED SURVEY CONTROL
LK0286
LK0286  NGVD 29     -      1491.593  (m)         4893.67   (f) ADJ UNCH    2 0
LK0286
LK0286.Superseded values are not recommended for survey control.
LK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LK0286.See file dsdata.txt to determine how the superseded data were derived.
LK0286
LK0286_MARKER: DB = BENCH MARK DISK
LK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LK0286_STAMPING: A 312 1952
LK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LK0286+STABILITY: SURFACE MOTION
LK0286
LK0286  HISTORY     - Date     Condition        Recov. By
LK0286  HISTORY     - 1952     MONUMENTED       CGS
LK0286
LK0286                          STATION DESCRIPTION
LK0286
LK0286''DESCRIBED BY COAST AND GEODETIC SURVEY 1952
LK0286''8 MI NE FROM WELDONA.
LK0286''0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
LK0286''RAILROAD STATION AT WELDONA, THENCE 0.4 MILE EAST ALONG A GRADED
LK0286''DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2
LK0286''MILE EAST ALONG A GRAVELED ROAD, THENCE 6.45 MILES NORTH ALONG
LK0286''A GRADED DIRT ROAD, 35 FEET EAST OF THE CENTER LINE OF THE ROAD,
LK0286''13.2 FEET NORTH OF THE NORTH END OF A GATE, 10 FEET NORTH OF A
LK0286''POWER POLE, 2.5 FEET EAST OF A FENCE, 2.7 FEET NORTH OF A WITNESS
LK0286''POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
LK0286''ABOVE THE GROUND.