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<br />3831 <br />N 626,084 <br />E 1,346,386 <br /> <br />382 <br />N 626,096 <br />E 1,346,215 <br /> <br />N 626,000 <br /> <br />+ <br /> <br /> <br />382 <br />N 625,267 <br />E 1,346,233 <br /> <br />MATCH EDGE RIFlE,CO. <br />KUCERA, 5/80 <br /> <br />+ <br /> <br />+ <br /> <br />+ <br /> <br />381 <br />N 625,704 <br />E 1,344,525 <br /> <br />~_J+18 <br />1213 <br /> <br />380 <br />N 624,395 <br />E 1,343,711 <br /> <br />380 <br />N 625,200 <br />E 1,343,298 <br /> <br />N 625,000 <br /> <br />MATCH SHEET C-47 <br /> <br />N 624,000 <br /> <br />N 623,000 <br /> <br />5290 <br /> <br />5300 <br /> <br />531 <br /> <br />- <br /> <br />- <br /> <br />@5259.2 X5261.8 <br /> <br />5261.3X <br /> <br />r rv "'--- <br />"--^ -^-'O <br /> <br />Y"v') <br />5257.0 --^-r J <br />5260.7XvJ -.f'or- <br />If ). <br />J "I) <br />~ +1~l'5270 <br />~ ~ I <br />\ <br /> <br />I : <br /> <br />MATCH SHEET C-48 <br /> <br />N 622,000 <br /> <br />,...: <br />CO) <br />+ <br /> <br />383 <br />N 622,269 <br />E 1,346,347 <br /> <br />-:Iz <br /> <br />'------' <br /> <br />5266 <br /> <br />x <br /> <br />~ <br />::::.: <br />Q: <br />i <br /> <br />+ <br /> <br />382 <br /> <br />382 <br />N 622,127 <br />E 1,345,716 <br /> <br />MATCH EDGE RIFlE,CO. <br />KUCERA, 5/80 <br /> <br />381 <br />N 622,484 <br />E 1,344,597 <br /> <br />381 <br />N 621,963 <br />E 1,344,660 <br /> <br />LEGEND: <br /> <br />500-YEAR FLOOD BOUNDARY <br /> <br />100-YEAR FLOOD BOUNDARY <br /> <br />X 526 .6 <br /> <br />FLOODWAY <br />+36.6 STREAM STATIONING IN MILES <br />~ BASE FLOOD ELEVATIONS (BFE) <br /> <br /> I <br /> 5260. <br /> ! XI <br /> 8 <br /> 0 <br />5254.7 I'- <br />X <br /> <br />rV\.-- 5252.5X <br />~ X:;'52A <br />~ ~ <br /> <br />) 525~.3 g524B\~ <br />l <br /> <br />Elev. 5241.1 <br /> <br />MATCH SHEET C-50 <br /> <br />NOTE: <br /> <br />Where both the Floodwey end the <br />100-Yeer Flood boundaries colnslde <br />only the Floodway Boundary Ie aho~n. <br />Where both the 100-Year and the <br />500-Year Flood Boundaries colnslde <br />only the 100-Year Flood Boundary Ia' <br />shown. <br /> <br />19,30 <br />^v-i<i' 2~ <br /> <br />3BO <br />N 622,737 <br />E 1,343,671 <br /> <br />380 <br />N 622,134 <br />E 1,343,506 <br /> <br />o <br /><.0 <br />C\J <br />~ I <br /> <br />5266. X i <br />Illr:111 I <br />5257.7 <br /> <br />+ <br />CO <br />eD <br />CO) <br /> <br />379 <br />N 621,671 <br />E 1,342,542 <br /> <br />C-49 <br /> <br />4077 <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 />o <br />o <br />q <br /><.0 <br />~ <br />r<) <br /> <br />BASIS OF VERTICAL CONTROL: USC 8 GS <br />SEA LEVEL DATUM BASED ON THE <br />FOLLOWING BENCHMARKS' <br /> <br />- <br />w <br /> <br />NAME <br />0-156 <br />4870.74 PS <br /> <br />ORDER <br />2nd <br /> <br />2nd <br /> <br />ELEVATION <br />6192.284 <br />4869.860 <br /> <br /> LEGEND <br /> [:), HORIZ. CONTROL <br /> 0 VERTICAL CONTROL <br /> X BENCHMARK <br /> ~2 PHOTO CENTER <br /> + GRID POINT <br />0 <br />0 <br />q I CROSS SECTION <br />It) <br />~ <br />r<) <br />-: 0 POLE <br />w <br /> -"'- FENCE <br /> 0 TREE <br /> G BRUSH or SCRUB <br /> ... _ I' <br /> I I FOUNDAT ION or RUINS <br /> L.__..J <br /> <br />SECTION LINE <br /> <br />+ <br /> <br />FOUND SECTION CORNER <br /> <br />I <br />-1- <br /> <br />UNFOUND SECTION CORNER <br /> <br />- - APPROX. SECTION LINE <br /> <br />o <br />o <br />o <br /><f <br />~ <br />r<) <br /> <br />- <br />w <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 />200 <br />1 <br /> <br />SCALE IN FEET <br />o 0 200 <br />" , <br /> <br />400 <br />I <br /> <br />CONTOUR INTERVAL - 2 FEET <br /> <br />COLORADO RIVER AND TRIBUTARIES <br /> <br />o <br />o <br />o <br />r<f <br />~ <br />r<) <br /> <br />FLOOD PLAIN STUDY <br /> <br />-: <br /> <br />w <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 />