NA2294 ***********************************************************************
NA2294  DESIGNATION -  U 317 RESET
NA2294  PID         -  NA2294
NA2294  STATE/COUNTY-  NY/BROOME
NA2294  USGS QUAD   -  BINGHAMTON WEST (1976)
NA2294
NA2294                         *CURRENT SURVEY CONTROL
NA2294  ___________________________________________________________________
NA2294* NAD 83(1986)-  42 06 55.     (N)    075 57 00.     (W)     SCALED
NA2294* NAVD 88     -       267.74   (+/-2cm)     878.4    (feet)  VERTCON
NA2294  ___________________________________________________________________
NA2294  GEOID HEIGHT-         -32.38  (meters)                     GEOID99
NA2294
NA2294  VERT ORDER  -  THIRD (See Below)
NA2294
NA2294.The horizontal coordinates were scaled from a topographic map and have
NA2294.an estimated accuracy of +/- 6 seconds.
NA2294
NA2294.The NAVD 88 height was computed by applying the VERTCON shift value to
NA2294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
NA2294.The vertical order pertains to the superseded datum.
NA2294
NA2294.The geoid height was determined by GEOID99.
NA2294
NA2294;                    North         East    Units  Estimated Accuracy
NA2294;SPC NY E     -   365,420.       30,090.      MT  (+/- 180 meters Scaled)
NA2294
NA2294                          SUPERSEDED SURVEY CONTROL
NA2294
NA2294  NGVD 29     -       267.87   (m)          878.8    (f) RESET       3
NA2294
NA2294.Superseded values are not recommended for survey control.
NA2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
NA2294.See file dsdata.txt to determine how the superseded data were derived.
NA2294
NA2294_MARKER: DB = BENCH MARK DISK
NA2294_SETTING: 31 = SIDEWALK
NA2294_STAMPING: U 137 RESET 1986
NA2294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
NA2294
NA2294  HISTORY     - Date     Condition        Recov. By
NA2294  HISTORY     - 1986     MONUMENTED       NYDT
NA2294
NA2294                          STATION DESCRIPTION
NA2294
NA2294''DESCRIBED BY NY DEPT OF TRANSP 1986
NA2294''IN JOHNSON CITY.
NA2294''IN THE VILLAGE OF JOHNSON CITY, FROM THE INTERSECTION OF CENTERLINES
NA2294''OF MAIN ST. AND LESTER AVENUE, 825.5 FT. NORTHWARD ALONG CL OF LESTER
NA2294''AVENUE, AND EASTWARD AT A RIGHT ANGLE 20.3 FT., IN SIDEWALK, IN THE
NA2294''EASTERLY SIDEWALK OF LESTER AVENUE, DIRECTLY OVER THE SOUTH ABUTMENT
NA2294''OF THE BRIDGE OVER THE RAILROAD, AND IS 8 INCHES SOUTH OF THE SOUTH
NA2294''EXPANSION JOINT OF THE BRIDGE, AND 8 INCHES FROM THE ROADWAY FACE OF
NA2294''THE EAST CONCRETE PARAPET WALL.