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<br /> <br />E <br /> <br />E 1,229,000 <br /> <br />E <br /> <br />C-89 <br /> <br />4860/ <br /> <br />I <br />/ <br />/ <br />/ <br />./' <br />4~76.1 <br />C\J <br />CJl <br />I <br />U <br /> <br />I- <br />W <br />lU <br />I <br />(IJ <br /> <br />I <br />u <br />I- <br /><t <br />::E <br /> <br />I <br />U <br />I- <br /><t <br />~ <br /> <br />o <br />o <br />0_ <br />10 <br />~ <br />10 <br /> <br />I <br /> <br />t\t <br /> <br />I <br />c 90 <br /> <br />z <br /> <br />4885.2 <br />X <br /> <br />MATCH <br /> <br />4092 <br /> <br />BASIS OF HORIZONTAL CONTROL: THE <br />ANE COORDINATE <br />COLORADO ST~~~ i6NE LAMBERT CONFORMAL <br />SYSTEM, CE~6TION THE FOLLOWING (use a GS <br />CONIC PRUOSJGSl TRiANGULATION STATIONS <br />AND/OR <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 /> <br />X = 1,231,566.60 <br />Y= 523,643.10 <br /> <br />GNAT <br /> <br />3rd <br /> <br />BASIS OF VERTICAL CONTROL: ~~~ a GS <br />SEA LEVEL DATUM BASE~ ON <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 /> LEGEND <br /> 6 HORIZ. CONTROL <br /> 0 VERTICAL CONTROL <br /> X BENCHMARK <br /> ~2 PHOTO CENTER <br />z <br /> + GRID POINT <br /> CROSS SECTION <br /> 0 POLE <br /> <br />-><- <br /> <br />FENCE <br />TREE <br /> <br />u <br /> <br />o <br />~J <br /> <br />BRUSH or SCRUB <br /> <br />I- <br />lU <br />lU <br />I <br />(fl <br /> <br />I ' <br />~ - I <br />L.__.J <br /> <br />FOUNDATION or RUINS <br /> <br />SECTION LINE <br /> <br />+ <br /> <br />FOUND SECTION CORNER <br /> <br />I <br />-1- <br /> <br />UN FOUND <br /> <br />SECTION CORNER <br /> <br />APPROX. SECTION LINE <br /> <br />COMPILATION BY PHOTOGRAMMETRIC METHODS <br />FROM 6" C.F. L'TAVKEERNTIC:~V ~;7~~~ 17, 1982 <br />PHOTOGRAPHY . , <br /> <br />COMPLIES WITH NATIONAL MAP <br />THIS MAP <br />ACCURACY STANDARDS <br /> <br />PREPARED BY: <br />ANALYTICAL SURVEYS, INC. <br />4167 SINTON ROAD 907 <br />COLORADO SPRINGS, CO. 80 <br />303 - 593-0093 <br /> <br />200 <br />I <br /> <br />SCALE <br />o <br />, <br /> <br />400 <br />I <br /> <br />IN <br /> <br />FEET <br />200 <br />, <br /> <br />o <br /> <br />CONTOUR INTERVAL - 2 FEET <br /> <br />COLORADO RIVER AND TRIBUTARIES <br />FLOOD PLAIN STUDY <br /> <br />o <br />o <br />q, <br />ro <br />~ <br />10 <br /> <br />PREPARED FOR <br />GARFIELD a MESA COUNTIES, COLORADO <br /> <br />IN COOPERATION WITH <br />COLORADO WATER CONSERVATION BOARD <br />DENVER, COLORADO <br /> <br />DECEMBER, 1982 <br />