FH0998 ***********************************************************************
FH0998  DESIGNATION -  FORT SMITH FIRST EVANG LUTH CH
FH0998  PID         -  FH0998
FH0998  STATE/COUNTY-  AR/SEBASTIAN
FH0998  USGS QUAD   -  FORT SMITH (1988)
FH0998
FH0998                         *CURRENT SURVEY CONTROL
FH0998  ___________________________________________________________________
FH0998* NAD 83(1997)-  35 23 12.52462(N)    094 25 00.39608(W)     ADJUSTED
FH0998* NAVD 88     -
FH0998  ___________________________________________________________________
FH0998  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
FH0998  GEOID HEIGHT-         -30.02  (meters)                     GEOID99
FH0998
FH0998  HORZ ORDER  -  THIRD
FH0998
FH0998.The horizontal coordinates were established by classical geodetic methods
FH0998.and adjusted by the National Geodetic Survey in September 1999.
FH0998
FH0998
FH0998.The Laplace correction was computed from DEFLEC99 derived deflections.
FH0998
FH0998.The geoid height was determined by GEOID99.
FH0998
FH0998;                    North         East     Units   Scale      Converg.
FH0998;SPC AR N     -   119,568.782   180,454.963   MT  0.99994184 -1 24 22.8
FH0998;SPC OK N     -    48,925.734   925,497.407   MT  1.00003751 +2 06 52.7
FH0998;SPC OK S     -   233,567.493   925,501.779   MT  1.00003394 +2 02 02.0
FH0998;UTM  15      - 3,916,861.859   371,323.772   MT  0.99980405 -0 49 14.0
FH0998
FH0998                          SUPERSEDED SURVEY CONTROL
FH0998
FH0998  NAD 83(1997)-  35 23 12.52855(N)    094 25 00.39439(W) AD(       ) 4
FH0998  NAD 83(1986)-  35 23 12.52820(N)    094 25 00.38667(W) AD(       ) 4
FH0998  NAD 27      -  35 23 12.20000(N)    094 24 59.61000(W) AD(       ) 3
FH0998
FH0998.Superseded values are not recommended for survey control.
FH0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FH0998.See file dsdata.txt to determine how the superseded data were derived.
FH0998
FH0998_MARKER: 90 = CHURCH SPIRE
FH0998
FH0998  HISTORY     - Date     Condition        Recov. By
FH0998  HISTORY     - 1935     FIRST OBSERVED   CGS
FH0998
FH0998                          STATION DESCRIPTION
FH0998
FH0998''DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (CAS)
FH0998''THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON THE
FH0998''SPIRE ON THE FIRST EVANGELICAL LUTHERAN CHURCH.  THE CHURCH
FH0998''IS A WHITE STONE BUILDING WITH A SQUARE WHITE STONE TOWER
FH0998''AT THE S CORNER OVER ENTRANCE.  THE TOWER HAS BUTTRESS CORNERS
FH0998''ON THE LOWER PART.  THE UPPER PART IS A BELFRY WITH A DOUBLE
FH0998''LOUVERED WINDOW ON EACH SIDE.  THE TOWER IS SURMOUNTED BY
FH0998''AN OCTAGONAL GRAY SLATE-COVERED SPIRE WHICH HAS A TRIANGULAR
FH0998''SHAPED DORMER WITH SLATE FACE ON EACH OF FOUR SIDES AT THE
FH0998''BASE.  THERE IS A SMALL SQUARE FINIAL WITH ORNAMENTAL BALL
FH0998''AND CROSS AT THE OUTER END OF THE RIDGE OF THE ROOF OF EACH
FH0998''DORMER.  THERE IS A BLACK CROSS AT THE TIP OF THE SPIRE.
FH0998''THE SPIRE IS ABOUT 80 FEET HIGH AND IS QUITE PROMINENT.
FH0998''THE BUILDING WAS ERECTED IN 1902.
FH0998''
FH0998''THE CHURCH IS IN THE CENTRAL PART OF FORT SMITH ABOUT 1/2
FH0998''MILE E OF THE CENTER OF THE BUSINESS SECTION OF TOWN, AT
FH0998''THE N CORNER OF N TWELFTH STREET AND N D STREET, AND ABOUT
FH0998''150 FEET N OF GRAND AVENUE.