<pre>MB1797 ***********************************************************************
MB1797  DESIGNATION -  78 5 CRGS
MB1797  PID         -  MB1797
MB1797  STATE/COUNTY-  OH/CUYAHOGA
MB1797  USGS QUAD   -  SHAKER HEIGHTS (1979)
MB1797
MB1797                         *CURRENT SURVEY CONTROL
MB1797  ___________________________________________________________________
MB1797* NAD 83(1986)-  41 26 41.     (N)    081 37 28.     (W)     SCALED
MB1797* NAVD 88     -       246.081  (meters)     807.35   (feet)  ADJUSTED
MB1797  ___________________________________________________________________
MB1797  GEOID HEIGHT-         -34.15  (meters)                     GEOID99
MB1797  DYNAMIC HT  -         245.981 (meters)     807.02  (feet)  COMP
MB1797  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
MB1797
MB1797  VERT ORDER  -  FIRST     CLASS II
MB1797
MB1797.The horizontal coordinates were scaled from a topographic map and have
MB1797.an estimated accuracy of +/- 6 seconds.
MB1797
MB1797.The orthometric height was determined by differential leveling
MB1797.and adjusted by the National Geodetic Survey in June 1991.
MB1797
MB1797.The geoid height was determined by GEOID99.
MB1797
MB1797.The dynamic height is computed by dividing the NAVD 88
MB1797.geopotential number by the normal gravity value computed on the
MB1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
MB1797.degrees latitude (g = 980.6199 gals.).
MB1797
MB1797.The modeled gravity was interpolated from observed gravity values.
MB1797
MB1797;                    North         East    Units  Estimated Accuracy
MB1797;SPC OH N     -   197,820.      673,160.      MT  (+/- 180 meters Scaled)
MB1797
MB1797                          SUPERSEDED SURVEY CONTROL
MB1797
MB1797  NGVD 29     -       246.307  (m)          808.09   (f) ADJUSTED    1 2
MB1797
MB1797.Superseded values are not recommended for survey control.
MB1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
MB1797.See file dsdata.txt to determine how the superseded data were derived.
MB1797
MB1797_MARKER: DD = SURVEY DISK
MB1797_SETTING: 38 = BRIDGE ABUTMENT
MB1797_STAMPING: 78-5 1939
MB1797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
MB1797+STABILITY: POSITION/ELEVATION WELL
MB1797
MB1797  HISTORY     - Date     Condition        Recov. By
MB1797  HISTORY     - 1939     MONUMENTED       CRGS
MB1797  HISTORY     - 1983     GOOD             NGS
MB1797  HISTORY     - 19940607 GOOD             USPSQD
MB1797  HISTORY     - 19951028 GOOD             USPSQD
MB1797
MB1797                          STATION DESCRIPTION
MB1797
MB1797''DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
MB1797''IN CLEVELAND.
MB1797''IN CLEVELAND, ALONG WARNER ROAD, AT THE NORTHWEST END OF A BRIDGE OVER
MB1797''MILL CREEK, 7.89 METERS (25.9 FT) WEST OF THE CENTERLINE OF WARNER
MB1797''ROAD, 3.20 METERS (10.5 FT) WEST OF UTILITY POLE 523753, 0.40 METER
MB1797''(1.3 FT) NORTH OF THE NORTH RAIL OF THE BRIDGE.  NOTE--DISK IS A
MB1797''CUYAHOGA COUNTY DRAINAGE STRUCTURE MARK.
MB1797''THE MARK IS 0.23 M ABOVE WARNER ROAD.
MB1797
MB1797                          STATION RECOVERY (1994)
MB1797
MB1797''RECOVERY NOTE BY US POWER SQUADRON 1994
MB1797''RECOVERED IN GOOD CONDITION.
MB1797
MB1797                          STATION RECOVERY (1995)
MB1797
MB1797''RECOVERY NOTE BY US POWER SQUADRON 1995
MB1797''RECOVERED IN GOOD CONDITION.
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