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( <br />l<.. \, ;', <br /> <br />...".000 ~\\\ <br /> <br />. 1 U <br />C-27-3 <br /> <br />.: <br /> <br />.:1 <br /> <br /> <br />t ~ <br /> <br />4803 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br /> <br />100 YEAR <br />FLOOD <br /> <br /><I <br /> <br />. .,.,....- <br /> <br />-- <br />~~80 <br /> <br />GROUND ELEVATION IN FEET / <br />MEAN SEA LEVEL DATUM <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION A. <br />CROSS SECTION CONTINUED · <br /> <br />< ... '~..-~ <br /> <br />..--< <br /> <br />.' <br /> <br />IA <br /> <br />... <br /> <br />INTERMITTENT STREAM <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br />PHOTO CENTER <br />GRID POINT <br />100 YEAR FLOOD ELEV, <br /> <br />--t. --... -to _h. <br /> <br />e::, ~ Center Line "\ <br />Station In 100ft. <br />o from lower study limit <br /> <br />-0 <br />+ <br />52.80 <br /> <br />C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT <br /> <br />SHEETS 1,6 AND PARTS OF 2,7,10,11 <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS fROM <br />6" C.F.L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 817, <br />19B2. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE <br />PLANE COORDI NATE SYSTEM, CENTRAL ZONE, LAMBER'T: <br />CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8 GS AND <br />lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE <br />COORDINATES X- 1,516,508.42 Y=58I,255.78. GNAT-X= 1,231,566.60 <br />Y-523,643.10. BASIS OF VERTICAL CONTROL: USC 8 GS SEA LEVEL <br />DATUM BASED ON THE FOLLOWING BENCHMARKS: 0-156 ELEVATION <br />6192.284. 4870.74PS-ELEVATION 4869.860. PREPARED BY ANALYTICAL <br />SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. <br /> <br />SHEETS 3,4,5,8,9,12,1:3,14 AND PARTS OF 2,7,10,11 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL <br />CONIC PROJECTION. THE FOLLOWING (USC 8G AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X-I,395,770.68, <br />Y-613,033.6I, CASTlE X-I,432,094.8I, Y' 623,300.73, ANTLER <br />X-I,37I,760.95, Y-630,478.31. BASIS OF VERTICAL CONTROL: <br />USC 8GS AND USGS, SEA LEVEL DATUM BASED ON THE FOLLOWING <br />BENCHMARKS: RIFLE ELEV. 5319.199, NEW CASTLE ELEV.5747.82. <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN. 12, 1983. <br />COMPILED BY BELL MAPPING CO., 500 KALAMATH ST. DENVER CO. <br />LEGEND <br />I; (2) MAP SHEET NUMBER <br /> <br />I~) <br /> <br />j <br />(4) .' <br />( <br /> <br /> <br />(14) <br /> <br />~ <br />(II) .~ <br />... <br />.0 <br />'" <br /> <br />R92W~IW <br />165' ITas <br /> <br />(I) <br /> <br />1-70 <br /> <br />(10) <br /> <br />(6 <br /> <br />COLORADO <br />RIVER <br /> <br />REVISION <br /> <br />DATE <br /> <br />BY <br /> <br />0, U. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERVATION SERVICE <br /> <br />FLOOD PLAINS <br />FLOOD PLAIN MANAGEMENT STUDY <br />TOWN OF SILT <br />,IN GARFIELD COUNTY <br />COLORADO <br />o 200 ' 400 <br /> <br />r r(!"_ "', <br /> <br />, <br />I <br />206 <br /> <br />600 <br />. <br />FEET <br /> <br />r <br /> <br />SCALE. <br />1 <br />. SHEET <br /> <br />IN <br /> <br />.OF 14 <br />