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<br />E <br /> <br />I ,222,000 <br /> <br />E 1,223,000 <br /> <br />E 1,224,000 <br /> <br />E 1,225,000 <br /> <br />MATCH SHEET C-95 <br /> <br />o <br />o <br />o <br />,.: <br />", <br />It) <br /> <br /> <br />Water <br /> <br />Elev. 4849.0 <br />:~4857.0 <br /> <br />z <br /> <br />4863.1 X <br /> <br />r- <br />Ol <br />, <br />U <br /> <br />+2.0 <br /> <br />~ <br />(I) <br />(J\ <br />o <br /> <br />,E <br /> <br />" <br />CO LOR ADO <br /> <br />2.2+ <br /> <br />I- <br />UJ <br />UJ <br />:I: <br />U'1 <br /> <br />1: <br />U <br />I- <br /><l: <br />~ <br /> <br />4870 <br />4890-488 <br /> <br />117 <br />N 539,027 <br />E 1,225,083 <br /> <br />116 <br /> <br />115 CANYON <br /> <br />DeBEQUE <br /> <br />116 <br />N 539,020 <br />E 1,225,030 <br /> <br />o <br />o <br />o <br /><D <br />", <br />It) <br /> <br />114 <br />N 537,781 <br />E 1,223,778 <br /> <br />115 <br />N 538,786 <br />E 1,224,082 <br /> <br />MATCH EDGE DeBEQUE CO. <br /> <br />NICHOLS 8 ASSOCIATES INC., 4-82 <br /> <br />117 <br />N 538,984 <br />E 1,225,168 <br /> <br />~... <br /> <br />116 <br />N 538,243 <br />E 1,225,444 <br /> <br />3~31 <br /> <br />114 <br />N 537,311 <br />E 1,224,363 <br /> <br />115 <br />N 537,718 <br />E 1,224,691 <br /> <br />z <br /> <br />)Z <br /> <br />)Z <br /> <br />113 <br /> <br />113 <br />N 536,713 <br />E 1,223,271 <br /> <br />113 <br />N 536,311 <br />E 1,223,415 <br /> <br />/~I <br />1~;6 <br /> <br />)( <br /> <br />117 <br />N 539,380 <br />E 1,226,759 <br /> <br />"/, <br /> <br />LEGEND: )( <br />!IOO-YEAA FLOOD BOUNDARY <br /> <br />100-YEAA FLOOD BOUNDARY <br /> <br />. <br /> <br />FLooDWAY <br /> <br />)( <br /> <br />-t1.6 <br />4858 <br />~ <br /> <br />STREAM STATIONING IN MILES <br /> <br />BAS! FLOOD ELEVATIONS (BF!) <br /> <br />NOTE: <br /> <br />o <br />o <br />o <br />lli <br />", <br />It) <br /> <br />WIMre both the l"Ioodway and the <br />100-Y_1"1ood boundwln coin"., <br />only the Floodway BouncWy Is shown. <br />WIMre both the 100-Y_ and the <br />!IOO-Y_ Flood Bounclsrln coin"., <br />only the 100-Y_ Flood BouncWy Is <br />shown. <br /> <br />I <br />I~ <br /> <br />)( <br /> <br />z <br /> <br />)( <br /> <br />)( <br /> <br />)( <br /> <br />E 1,226,000 <br /> <br />E 1,227,000 <br /> <br />C-96 <br /> <br />4097 <br /> <br /> <br />BASIS OF HORIZONTAL CONTROL: THE <br />COLORADO STATE PLANE COORDINATE <br />SYSTEM, CENTRAL ZONE, lAMBERT CONFORMAL <br />CONIC PROJECTION. THE FOllOWING (USC 8 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 8 GS <br />SEA LEVEL DATUM BASED ON THE <br />FOLLOWING BENCHMARKS: <br /> <br />o <br />o <br />q. <br />o <br />~ <br />It) <br /> <br />NAME <br />D-156 <br />4870.74 PS <br /> <br />ELEVATION <br />6192.284 <br />4869.860 <br /> <br />ORDER <br />2nd <br />2nd <br /> <br />z <br /> <br />LEGEND <br /> <br />6, <br />o <br />X <br /> <br />HORtZ. CONTROL <br /> <br />VERTICAL CONTROL <br /> <br />BENCHMARK <br /> <br />~2 PHOTO CENTER <br /> <br />~ <br />Ol <br />I <br />U <br /> <br />+ <br /> <br />GRID POINT <br /> <br />I- <br />UJ <br />UJ <br />:I: <br />(f\ <br /> <br />I CROSS SECTION <br />0 POLE <br />->(- FENCE <br />0 TREE <br />W BRUSH or SCRUB <br />,... _ I' <br />I I FOUNDATION or RUINS <br />L.__.J <br /> <br />:I: <br />U <br />I- <br /><l: <br />:!i <br /> <br />o <br />o <br />o <br />en <br />", <br />on <br /> <br />SECTION LI NE <br /> <br />z <br /> <br />+ <br /> <br />FOUND SECTION CORNER <br /> <br />_I- <br />I <br /> <br />UN FOUND 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. 15,16,817, 1982 <br /> <br />THIS MAP COMPLIES WITH NATIONAL MAP <br />ACCURACY STANDARDS <br /> <br />PREPARED BY: <br />ANALYTICAL SURVEYS, INC. <br />4167 SINTON ROAD <br />COLORADO SPRINGS, CO. 80907 <br />303 - 593-0093 <br /> <br />o <br />o <br />Q <br />CD <br />", <br />on <br /> <br />SCA lE <br />o <br />, <br /> <br />400 <br />I <br /> <br />IN <br /> <br />FEET <br />200 <br />, <br /> <br />200 <br />I <br /> <br />o <br />, <br /> <br />CONTOUR INTERVAL - 2 FEET <br /> <br />z <br /> <br />COLORADO RIVER AND TRIBUTARIES <br /> <br />FLOOD <br /> <br />PLAIN 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 />