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<br />E 1,521,000
<br />
<br />E 1,522,000
<br />
<br />E 1,523,000
<br />
<br />E 1,526,000
<br />
<br />E 1,524,000
<br />
<br />E 1,525,000
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<br />I
<br />b~
<br />
<br />975
<br />N 580,163
<br />;' -"
<br />E 1,521,837'L
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<br />;:61~O" 6lr8"~O"- _ ::o.;;~t351 ~~'" 6l675~-CkT--r:~J;,-i:-:-71..T'\ ~0~~~~)"'-'':'/ ._. '.,.: ";~'.?o"t40~~.-f ~ g
<br />/ / / L~u " \ \ ':::', r ~ / / \ j6177.8 (,- ~/l( ~ V=--L~--)r ~ ~"J, ~ ~.. 'I ~V./ ~ 'P':::=h.,,~t ( ::::
<br />- - R~ 6 ~
<br />
<br />N
<br />
<br />976
<br />N 579,727
<br />E /,523,187
<br />
<br />976
<br />N 578,091
<br />E 1,522,907
<br />
<br />,
<br />,
<br />-+.-
<br />
<br />+
<br />
<br />+
<br />
<br />978
<br />N 579,106
<br />E 1,525,324
<br />
<br />~6
<br />
<br />~
<br />
<br />MATCH SHEET
<br />
<br />R F-7
<br />
<br />4048
<br />
<br />BASIS OF HORIZONTAL CONTROL THE
<br />COlO ~ADO STATE PLANE COORDINATE
<br />SYST~M, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION THE FOLLOWING (USC a GS
<br />AND/OR USGS) TRIANGULATION STATIONS
<br />WERE USED
<br />
<br />NAME
<br />CATHERINE
<br />
<br />ORDER
<br />2nd
<br />
<br />COORDINATES
<br />X = 1,516,508 42
<br />Y= 581,25578
<br />
<br />X= 1,231,56660
<br />Y= 523,64310
<br />
<br />GNAT
<br />
<br />3rd
<br />
<br />BASIS OF VERTICAL CONTROL USC a GS
<br />SEA LEVEL DATUM 8ASED ON THE
<br />FOllOWING BENCHMARKS
<br />
<br />NAME
<br />0-156
<br />487074 PS
<br />
<br />ORDER
<br />2nd
<br />
<br />2nd
<br />
<br />ELEVATION
<br />6192 284
<br />4869860
<br />
<br />o
<br />o
<br />o
<br />o
<br />CD
<br />If)
<br />Z
<br />
<br />LEGEND
<br />
<br />6, HORIZ CONTROL
<br />o VERTICAL CONTROL
<br />X BENCHMARK
<br />~2 PHOTO CENTER
<br />
<br />+ GRID POINT
<br />
<br />If)
<br />I
<br />lL.
<br />a::
<br />
<br /> CROSS SECTION
<br />0 POLE
<br />-x- FENCE
<br />0 TREE
<br />C 8RUSH or SCRU8
<br />,.. _ I 1
<br />I I FOUNDATION or RUINS
<br />I...__..J
<br />
<br />SECTION LINE
<br />
<br />+ FOUND SECTION CORNER
<br />
<br />_I-
<br />I
<br />
<br />UNFOUND SECTION CORNER
<br />
<br />APPROX SECTION LINE
<br />
<br />COMPILATION BY PHOTOGRAMMETRIC METHODS
<br />FROM 6" C F L VERTICAL AERIAL
<br />PHOTOGRAPHY TAKEN NOV 15,16, a 17, 1982
<br />
<br />THIS MAP COMPLIES WITH NATIONAL MAP
<br />ACCURACY STANDARDS
<br />
<br />o
<br />o
<br />q,
<br />CD
<br />"-
<br />If)
<br />
<br />PREPARED BY
<br />ANALYTICAL SURVEYS, INC
<br />4167 SINTON ROAD
<br />COLORADO SPRINGS, CO 80907
<br />303-593-0093
<br />
<br />z
<br />
<br />200
<br />I
<br />
<br />SCALE
<br />o 0
<br />, ,
<br />
<br />400
<br />I
<br />
<br />I N FEET
<br />200
<br />,
<br />
<br />CONTOUR INTERVAL - 2 FEET
<br />
<br />COLORADO RIVER AND TRIBUTARIES
<br />
<br />FLOOD PLAI N STUDY
<br />
<br />PREPARED FOR
<br />
<br />GARFIELD a MESA COUNTIES, COLOftADO
<br />
<br />IN COOPERATION WITH
<br />COLORADO WATER CONSERVATION BOARD
<br />DENVER, COLORADO
<br />
<br />DECEMBER, 1982
<br />
|