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<br />~ <br /> <br />: <br /> <br />, <br /> <br />. <br /> <br />I' <br /> <br />I <br />~/ <br /> <br />1'\ \ <br /> <br />. <br /> <br />N <br />~ <br />o <br />~ <br /> <br />) <br />'( <br /> <br />t <br />Lh:j <br />"rol <br /> <br />4805 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />I 100 YEAR <br />;:. FLOOD <br /> <br />/------ <br />GROUND ELEVATION IN FEET /' 5c80 _-------- <br />MEAN SEA LEVEL DATUM <br /> <br />CONTOUR INTERVAL 2,0. <br />CROSS SECTION A. <br />CROSS SECTION CONTINUED . ~ <br /> <br />INTERMITTENT STREAM -+~... -t; --.. <br />HORIZONTAL CONTROL 6 2U '" Crntrr Linr '\ <br />Station in 100fl. <br />VERTICAL CONTROL 0 from lower study limit <br />PHOTO CENTER <> <br /> <br />GRID POINT + <br />5280 <br />100 YEAR FLOOD ELEV, <br /> <br />~------ .-/ <br />r ------ <br /> <br />eA <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. 15,16 617, <br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE <br />PLANE COORDI NATE SYSTEM, CENTRAL ZONE, LAMBERT <br />CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 6 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 6 GS SEA LEVEL <br />DATUM BASED ON THE FOLLOWING BENCHMARKS: D-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 3,4,5,8,9,12,13,14 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 6G 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 6GS 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 />(2) MAP SHEET NUMBER <br /> <br />(5) tr,& <br />:; <br />; <br /> <br />(4) : <br /> <br />( <br /> <br />.... <br />r <br /> <br />l...~) I (13) I J (14) <br />j , ~ <br />(3) \ J (8) ,~.V { <br />R sk W R91 W ,g '(2) \ <br />T~S~ T5S.ti/ <br />.. I <br />Sit ~I- <br />~~ ii ~ <br />'~f/i7i: (7) f: (1) :~ <br />.' e c;; ;;; <br />~ 1t&J <br />,,~ ) <br />~ I' '(0) iJ70 <br />(6, COLORADO <br />RIVER <br /> <br />R 92 W--r;:1 W <br />T6S~ IT'S <br /> <br />(I) <br /> <br />REVISION <br /> <br />DATE <br /> <br />BY <br /> <br />u. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERVATION SERVICE <br />FLOOD PLAINS <br />FLOOD PLA IN MANAGEMENT STUDY <br />; r '_......~~w'l ~-'~."..."TOWN "OF SILT <br />.! . n IN GARFIE~D COUNTY <br />'1; COLORADO <br />200 0 200: 400 <br /> <br />r . <br />ffALE <br /> <br />,. <br />S I-IEET II OF 14 <br /> <br />600 <br /> <br />. <br />FEET <br /> <br />IN <br /> <br />" <br />y <br />I <br />