LC1015 ***********************************************************************
LC1015  DESIGNATION -  GULF
LC1015  PID         -  LC1015
LC1015  STATE/COUNTY-  IL/MCLEAN
LC1015  USGS QUAD   -  BLOOMINGTON WEST (1981)
LC1015
LC1015                         *CURRENT SURVEY CONTROL
LC1015  ___________________________________________________________________
LC1015* NAD 83(1997)-  40 25 31.77686(N)    089 02 24.92476(W)     ADJUSTED
LC1015* NAVD 88     -       231.313  (meters)     758.90   (feet)  ADJUSTED
LC1015  ___________________________________________________________________
LC1015  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
LC1015  GEOID HEIGHT-         -32.14  (meters)                     GEOID99
LC1015  DYNAMIC HT  -         231.203 (meters)     758.54  (feet)  COMP
LC1015  MODELED GRAV-     980,144.4   (mgal)                       NAVD 88
LC1015
LC1015  HORZ ORDER  -  SECOND
LC1015  VERT ORDER  -  SECOND    CLASS 0
LC1015
LC1015.The horizontal coordinates were established by classical geodetic methods
LC1015.and adjusted by the National Geodetic Survey in October 1999.
LC1015
LC1015.The orthometric height was determined by differential leveling
LC1015.and adjusted by the National Geodetic Survey in June 1991.
LC1015
LC1015.The Laplace correction was computed from DEFLEC99 derived deflections.
LC1015
LC1015.The geoid height was determined by GEOID99.
LC1015
LC1015.The dynamic height is computed by dividing the NAVD 88
LC1015.geopotential number by the normal gravity value computed on the
LC1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
LC1015.degrees latitude (g = 980.6199 gals.).
LC1015
LC1015.The modeled gravity was interpolated from observed gravity values.
LC1015
LC1015;                    North         East     Units   Scale      Converg.
LC1015;SPC IL E     -   417,485.382   240,010.682   MT  1.00001928 -0 27 30.3
LC1015;UTM  16      - 4,476,983.298   326,924.162   MT  0.99996874 -1 19 24.1
LC1015
LC1015:                Primary Azimuth Mark                     Grid Az
LC1015:SPC IL E     -  BLOOMINGTON RAD STA WJBC MAST            041 34 39.6
LC1015:UTM  16      -  BLOOMINGTON RAD STA WJBC MAST            042 26 33.4
LC1015
LC1015|---------------------------------------------------------------------|
LC1015| PID    Reference Object                     Distance      Geod. Az  |
LC1015|                                                           dddmmss.s |
LC1015| LC1014 GULF RM 1                             9.016 METERS 03820     |
LC1015| LC1905 BLOOMINGTON RAD STA WJBC MAST       APPROX. 3.7 KM 0410709.3 |
LC1015| LC1016 GULF RM 2                             7.344 METERS 22324     |
LC1015|---------------------------------------------------------------------|
LC1015
LC1015                          SUPERSEDED SURVEY CONTROL
LC1015
LC1015  NAD 83(1986)-  40 25 31.78781(N)    089 02 24.92382(W) AD(       ) 2
LC1015  NAD 27      -  40 25 31.65580(N)    089 02 24.63800(W) AD(       ) 2
LC1015  NGVD 29     -       231.374  (m)          759.10   (f) ADJ UNCH    2 0
LC1015
LC1015.Superseded values are not recommended for survey control.
LC1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
LC1015.See file dsdata.txt to determine how the superseded data were derived.
LC1015
LC1015_MARKER: DE = TRAVERSE STATION DISK
LC1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
LC1015_STAMPING: GULF 1960
LC1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
LC1015+STABILITY: SURFACE MOTION
LC1015
LC1015  HISTORY     - Date     Condition        Recov. By
LC1015  HISTORY     - 1960     MONUMENTED       CGS
LC1015  HISTORY     - 1960     GOOD             CGS
LC1015
LC1015                          STATION DESCRIPTION
LC1015
LC1015''DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (RCJ)
LC1015''THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF BLOOMINGTON,
LC1015''ABOUT 1-1/2 MILES NORTHEAST OF SHIRLEY AND ON THE NORTH
LC1015''SIDE OF U.S. HIGHWAY 66.
LC1015''
LC1015''TO REACH THE STATION FROM THE JUNCTION OF THE ROAD LEADING
LC1015''TO SHIRLEY AND U.S. HIGHWAY 66 AT THE EAST EDGE OF SHIRLEY,
LC1015''GO NORTHEAST ON U.S. HIGHWAY 66 FOR 2.1 MILES TO A CROSSROAD,
LC1015''TURN LEFT AND GO BACK TOWARDS SHIRLEY ON U.S. HIGHWAY 66
LC1015''FOR 0.1 MILE TO A SMALL PARKING AREA ON THE RIGHT, CONTINUE
LC1015''ON U.S. HIGHWAY 66 FOR 0.25 MILE TO A RAILROAD SIGNAL AND
LC1015''THE STATION ON THE RIGHT AS DESCRIBED.
LC1015''
LC1015''STATION MARK, A STANDARD TRAVERSE DISK STAMPED GULF 1960,
LC1015''IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST WHICH
LC1015''PROJECTS 2 INCHES.  THE MARK IS 105 FEET SOUTH-SOUTHWEST OF A
LC1015''RAILROAD SIGNAL, 70 FEET NORTHWEST OF THE CENTER-LINE OF
LC1015''THE SOUTH BOUND LANE OF U.S. HIGHWAY 66, 35 FEET SOUTHEAST
LC1015''OF THE EAST RAIL OF THE TRACKS AND 1.8 FEET NORTHWEST OF A
LC1015''WITNESS POST.
LC1015''
LC1015''REFERENCE MARK NUMBER 1, A STANDARD REFERENCE DISK STAMPED
LC1015''GULF NO 1 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
LC1015''POST WHICH PROJECTS 2 INCHES.  THE MARK IS 77 FEET SOUTH OF
LC1015''A RAILROAD SIGNAL, 72 FEET NORTHWEST OF THE CENTER-LINE OF
LC1015''THE SOUTH BOUND LANE OF U.S. HIGHWAY 66, 35 FEET SOUTHEAST
LC1015''OF THE EAST RAIL OF THE TRACKS AND 30 FEET NORTHEAST OF A
LC1015''WITNESS POST.
LC1015''
LC1015''REFERENCE MARK NUMBER 2, A STANDARD REFERENCE DISK STAMPED
LC1015''GULF NO 2 1960, IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
LC1015''POST WHICH PROJECTS 2 INCHES.  THE MARK IS 70 FEET NORTHWEST
LC1015''OF THE CENTER-LINE OF THE SOUTH BOUND LANE OF U.S. HIGHWAY
LC1015''66, 35 FEET SOUTHEAST OF THE EAST RAIL OF THE TRACKS AND 24
LC1015''FEET SOUTHWEST OF A WITNESS POST.
LC1015''
LC1015''NOTE--NO AZIMUTH MARK SET TO THIS STATION.  TRIANGULATION
LC1015''STATION SHIRLEY MAY BE USED AS AN AZIMUTH.
LC1015
LC1015                          STATION RECOVERY (1960)
LC1015
LC1015''RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
LC1015''3.2 MI SW FROM BLOOMINGTON.
LC1015''ABOUT 3.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 66 FROM ITS JUNCTION
LC1015''WITH U.S. HIGHWAY 51 IN THE SOUTH PART OF BLOOMINGTON, ABOUT 0.4
LC1015''MILE SOUTHWEST OF THE JUNCTION OF AN EAST-WEST ASPHALT PAVED ROAD,
LC1015''70 FEET NORTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANE OF
LC1015''U.S. 66, 33 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE NORTH
LC1015''BOUND TRACK OF THE GULF MOBILE AND OHIO RAILROAD, 104 FEET SOUTH
LC1015''OF RAILROAD SIGNAL NO. 158, 46 FEET SOUTHWEST OF THE NORTHWEST
LC1015''END OF A CONCRETE PIPE CULVERT UNDER U.S. 66, 1.9 FEET WEST NORTHWEST
LC1015''OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY,
LC1015''8 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
LC1015''CONCRETE POST PROJECTING 1 INCH.