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<br />o <br />o <br />o <br />Ol- <br /><D <br />C\J <br /> <br />UJ <br /> <br />UJ <br /> <br /><t <br />, <br />Ol <br /><D <br />, <br /> <br />() <br /> <br />I- <br />UJ <br />W <br />J: <br />(/l <br /> <br />J: <br />() <br />I- <br /><1 ' <br />:!: I / j Open <br />1/ ~ <br />:? <br /> <br />g [J <br /> <br />o <br />,.: <br /><D <br />C\J <br /> <br />UJ <br /> <br />o <br /> <br />I( <br /> <br />J I <br /> <br />N 607,000 <br /> <br />N 610,000 <br /> <br />N 609,000 <br /> <br />~'1-~ <br />'1-"\ x";)'J <br />";)1>. <br /> <br />x <br /> <br />N 606,000 <br /> <br />N 608,000 <br /> <br />x <br /> <br />264 <br />N 607,846 <br />E 1,271,014 <br /> <br />N 605,000 <br /> <br />261 <br />N 607,087 <br />E 1,272,228 <br /> <br />262 <br />N 607,115 <br />E 1,272,136 <br /> <br />264 <br />N 605,279 <br />E 1,270,590 <br /> <br />)('1- <br />";) . <br /> <br />x <br /> <br />~ <br />" <br />'';> <br />~o <br />'0 <br />00 <br /> <br />260 <br />N 607,011 <br />E 1,272,392 <br /> <br />r' <br /> <br />261 <br />N 606,458 <br />E 1,272,001 <br /> <br />261 <br />N 605,969 <br />E 1,271,645 <br /> <br />262 <br />N 606,560 <br />E 1,271,989 <br />262 <br />N 606,062 <br />E 1,271,612 <br /> <br />'2.- <br />,,~\\ <br />\0\ <br /> <br />~ <br /> <br />259 ~ <br />N 605,952 <br />E 1,271,895 <br /> <br />258 <br />N 605,903 <br />E 1,271,851 <br /> <br />x <br /> <br />260 <br />N 605,965 <br />E 1,271,718 <br /> <br />C 69 3 <br /> <br />4539 <br /> <br />BASIS OF HORIZONTAL CONTROL: THE <br />COLORADO STATE PLANE COORDINATE <br />SYSTEM, 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= 581,255.78 <br />X= 1,231,566.60 <br />Y= 523,643.10 <br /> <br />GNAT <br /> <br />3rd <br /> <br />BASIS OF VERTICAL CONTROL: USC a GS <br />SEA LEVEL DATUM BASED ON THE <br />FOLLOWING BENCHMARKS: <br /> <br />NAME <br />0-156 <br />4870.74 PS <br /> <br />ORDER <br />2nd <br />2nd <br /> <br />ELEVATION <br />6192.284 <br />4869.860 <br /> <br />N <br />I <br />Ol <br /><D 6- <br />, <br />() <br />I- 0 <br />UJ <br />UJ X <br />J: <br />(/l <br /> ~2 <br />:I: <br />U + <br />I- <br /><1 <br />:!: I <br /> 0 <br /> <br />LEGEND <br /> <br />HORIZ. CONTROL <br /> <br />VERTICAL CONTROL <br /> <br />BENCHMARK <br /> <br />PHOTO CENTER <br /> <br />GRID POINT <br /> <br />I CROSS SECTION <br /> <br />POLE <br /> <br />0 <br />0 -"'- FENCE <br />o. <br />N 0 <br />I'- TREE <br />N <br />- <br />UJ G <br /> BRUSH or SCRUB <br /> .... _ I' <br /> I I FOUNDATION or RUINS <br /> ~__..J <br /> SECTION LI N E <br /> + FOUN 0 SECTION CO R N E R <br /> -'- UNFOUND SECTION CO R N E R <br /> I <br /> - APPROX. SECT ION LINE <br /> <br />L <br /> <br />COMPILATION BY PHOTOGRAMMETRIC METHODS <br />" <br />FROM 6 C.F. L. VERTICAL AERIAL <br />PHOTOGRAPHY TAKEN NOV. 15,16,81 17. 1982 <br /> <br />THIS MAP COMPLIES WITH NATIONAL MAP <br />ACCURACY STANDARDS <br /> <br />PREPARED BY: <br />ANALYTICAL SURVEYS, INC. <br />4/67 SINTON ROAD <br />COLORADO SPRINGS, CO. 80907 <br />303-593-0093 <br /> <br />o <br />o <br />q <br />I'- <br />C\J <br /> <br />200 <br />: <br /> <br />SCALE IN <br />o 0 <br />. . <br /> <br />400 <br />. <br />I <br /> <br />FEET <br />200 <br />, <br /> <br />CONTOUR INTERVAL - 2 FEET <br /> <br />UJ <br /> <br />COLORADO RIVER AND TRIBUTARIES <br /> <br />FLOOD PLAI N STUDY <br /> <br />PREPARED FOR <br /> <br />GARFIELD a MESA COUNTIES, COLORADO <br /> <br />IN COOPERATION WITH <br />COLORADO WATER CONSERVATION BOARD <br />DENVER,COLORADO <br /> <br />DECEMBER, 1982 <br />