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<br /> <br />N <br /> <br />MATCH <br /> <br />N 547,000 <br /> <br />SH E E T <br /> <br />C - 90 <br /> <br />SHEET <br /> <br />C 89 <br /> <br />4877.6 <br /> <br />X <br />4876.8 <br /> <br />4875.8 <br />X <br /> <br />)( <br /> <br />\ <br /> <br />)( <br /> <br />)( <br /> <br />127 043 <br />N 547, 86 <br />E 1,229,0 <br /> <br />'~ <br /> <br />)( <br /> <br />LEGEND: <br />RLOOD 1I0UNDARY <br />!IOO-YUA ..- <br />fLOOD 1I0UNDARY <br />100-YEAA <br /> <br />fLOODWAY <br />M STATIONINQ IN MILES <br />STAU <br />D I!LI!VATIONS (If!) <br />IIASI! I"LOO <br /> <br />)( <br /> <br />126 <br />N 545,926 <br />E 1,226,371 <br /> <br />)( <br /> <br />~.9 <br />4876 <br />~ <br /> <br />NOTE: <br />Ioodway and the )( <br />W...... both tha F darIH colnalde, <br />OO-Y_ flood boun ndary I. shown. <br />1 Iy tha fIoodway Bou and tha 33,1.449 <br />on 100-Y_ de Y <br />Where both tha darle. colnal , <br />5OO-Year Flood Bo:.:od Boundaly .. <br />only tha 100-Year <br />shown. <br /> <br />~", ~ 0 <br />0 <br /> o. <br /> Ll'l <br /> N <br /> N. <br /> w <br /> C-92 <br /> <br />)( <br /> <br />4093 <br /> <br />ONTROL: THE <br />BASIS OF HORIZONTALLAN~ COORDINAJgNFORMAL <br />COLORAD~E~i~li iON~ ~~~~~~~NG (g~~ 8 GS <br />SYSTEM PROJECTION. THULATION STATI <br />CONIC SGS) TRIANG <br />AND/OR U . <br />WERE USED. COORDINATES <br />ORDER 516 508.42 <br />NAME X=I, , 578 <br />E 2nd Y_ 581,25 . <br />CATHERIN = I 231 566.60 <br />X-, , 10 <br />Y = 523,643. <br /> <br />GNAT <br /> <br />w <br /> <br />3rd <br /> <br />USC 8 GS <br />CAL CONTROL: THE <br />BASIS OF VERDT~TUM BASE~ ON <br />SEA LEVEL BENCHMARKS. <br />FOLLOWING ELEVATION <br />ORDER 6192.284 <br />2nd 4869.860 <br />2nd <br /> <br />NAME <br />D-156 <br />4870.74 PS <br /> <br />6. <br />o <br />X <br />~2 <br /> <br />+ <br /> <br />o <br />w <br /> <br />I' <br />,.. 1 <br />I .J <br />~ -- <br /> <br />r<l <br />en <br />I <br /><.) <br /> <br />t- <br />uJ <br />W <br />:J: <br />lfl <br /> <br />+ <br /> <br />I <br />-I <br /> <br />LEGEND <br /> <br />HORIZ. CONTROL <br />CONTROL <br />VERTICAL <br />BENCHMARK <br />PHOTO CENTER <br /> <br />GRID POINT <br /> <br />I CROSS SECTION <br /> <br />o <br /> <br />POLE <br /> <br />FENCE <br />TREE <br /> <br />SCRUB <br />BRUSH or <br /> <br />or RUINS <br />FOUNDATION <br /> <br />SECTION <br /> <br />LI NE <br /> <br />FOUND SECTION <br />SECTION CORNER <br /> <br />CORNER <br /> <br />UNFOUND <br /> <br />SECTION LINE <br />APPROX. <br /> <br />TRIC METHODS <br />OGRAMME <br />BY PHOT RIAL <br />COMPILAT,IONF. L VERTICAL ~; 16 8 17, 1982 <br />FROM 6 C.. 'TAKEN NOV. , , <br />PHOTOGRAPHY ONAL MAP <br />H NATI <br />COMPLIES WIT <br />THIS MAP STANDARDS <br />ACCURACY <br /> <br />BY' <br />PREPARED ~URVEYS, INC. <br />ANAL YS~~CTA5N ROAD CO 80907 <br />4167 DO SPRINGS, . <br />COLORA3_0093 <br />303-59 <br /> <br />200 <br />I <br /> <br />o <br /> <br />SCALE <br />o <br />, <br /> <br />400 <br />I <br /> <br />IN <br /> <br />FEET <br />200 <br /> <br />2 FEET <br />INTERVAL - <br />CONTOUR <br /> <br />COLORADO RIVER <br />FLOOD PLAI N <br /> <br />GARFIELD <br />TION WITH <br />IN COOPERAONSERVATION <br />WATER C <br />COLORADO ER COLORADO <br />DENV , <br /> <br /> <br />TRIBUTARIES <br />AND <br />STUDY <br /> <br />PREPARED FOR <br />a MESA COUNTIES, COLORADO <br /> <br /> <br />BOARD <br /> <br />DECEMBER, 1982 <br />