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"1 ~ ~~ . <br />1\ If I~ ~ ~ ~\\ \\\\\ 1\ ..---------j ~~" f~. <br /> <br />X 5441.2 . <br /> <br />X544 1.7 <br /> <br />. <br /> <br />X 5440.8 <br /> <br />(}ll" <br />.l>.l>(}l <br />-.l<DO <br />000 <br />j~ <br /> <br />1\11\ '\'\ <br /> <br />~. <br /> <br />. ----- <br /> <br />I-- <br /> <br />. <br /> <br />SHEET <br /> <br />C-26 <br /> <br />MATCH <br /> <br />+~ <br /> <br />i~ <br />I~\( <br /> <br />lltl <br />5453.2 <br />" <br /> <br />f-.-" <br />I'_\'" <br />(}l.l> <br />.l>-.l <br />0>0 <br /> <br />ffi' <br /> <br />!~Il\ <br />X ~4~9..9 <br />Iml I <br />I~i:' . <br /> <br />517 <br />N 629,651 <br />E 1,399,412 <br /> <br />516 <br />N 628,026 <br />E 1,398,867 <br /> <br />518 <br />N 628,691 <br />E 1,400,921 <br /> <br />517 <br />N 628,171 <br />E 1,399,796 <br /> <br />2~4+ <br /> <br />523 <br />N 628,338 <br />E 1,401.697 <br /> <br />-I~- <br /> <br />624 <br />N 62.7,610 <br />E 1,401,610 <br /> <br />1- <br /> <br />,,0 <br />~~ <br />j/ <br /> <br />'- <br /> <br />L <br />) <br /> <br />- <br /> <br />./ <br /> <br />525 <br />N 626,904 <br />E 1,402,053 <br /> <br />I <br />/ <br /> <br />~~"3 <br />" . i"l <br /> <br />'T <br /> <br />- <br /> <br />+ <br /> <br />~~-- <br />-....~ <br /> <br />+ <br /> <br />10 <br /> <br />-f- <br /> <br />NOTE: Consult U.S. Army Corps of Engineers Reports for <br />Colorado River Main Stem Flood Plain Boundaries. <br /> <br />-1---- <br /> <br />~ <br /> <br />o <br />o <br />q, <br />C\J <br />o <br />~- <br /> <br />w <br /> <br />o <br />o <br />o <br />o <br />~- <br /> <br />w <br /> <br />o <br />o <br />o <br />o <br />o <br />~- <br /> <br />w <br /> <br />C-24-$- <br /> <br />4820 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />. . - - - - - - <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................ <br />................................ <br />................................ <br />................ <br />................ <br />................ <br />................ <br />:::::::::::::::::::::::::::::::: <br /> <br />100 YEAR <br />FLOOD <br /> <br />.. <br /> <br />GROUND ELEVATION IN FEET ~ 5<80 _______ <br />MEAN SEA LEVEL DATUM <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION Aa OA <br />CROSS SECTION CONTINUED . .. <br /> <br />INTERMITTENT STREAM <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br />PHOTO CENTER <br />GRID POINT <br />100 YEAR FLOOD ELEV.- <br /> <br />......-- + -'..--+--..... <br />~\ . . . .......----.--- <br />6. 272 '" <br />station in 100ft) <br />o from lower study limit <br /> <br />-Q- <br />+ <br />5260 <br /> <br />C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT <br /> <br />SHEETS 1-20 AND 23-29 <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" C.F. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 8. 17, <br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE <br />PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT <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=I,231,566.60 <br />Y= 523,643.10. BASIS OF VERTICAL CONTROL: USC 8. 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 21 80 22 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM, CENTR AL ZONE, LAMBERT CONFORMAL <br />CONIC PROJECTION. THE FOLLOWING (USC 80G AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770.68, <br />Y=613,033.6I, CASTLE x= 1,432,094.81, Y=623,300.73, ANTLER <br />X= 1,371,760.95, Y=630,478.31. BASIS OF VERTICAL CONTROL: <br />USC 80GS 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 /> <br />SHEET INDEX <br />STREAM MAP SHEET STREAM MAP SHEET <br />PORCUPINE CR. I - 3 GARFIEL D CR. 15-16 <br />BEAVER CR 1804 ALKALI CR. 17-18 <br />MAMM CR. 5 - 8 S. CANYON CR. 19-22 <br />DRY HOLLOW eR. 9 -10 CANYON CR 23-24 <br />DIVIDE CR. II -14 ELK CR. 25-29 <br /> <br />REVISION <br /> <br />DATE <br /> <br />BY <br /> <br />(J U. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERVATION SERVICE <br /> <br />FLOOD PLAINS <br />FLOOD PLAIN MANAGEMENT STUDY <br />COLORADO RIVER TRIBUTARIES <br />IN GARFIELD COUNTY <br />COLORADO <br />o 200 400 <br /> <br />200 <br />, <br />SCALE <br /> <br />IN <br /> <br />600 <br />. <br />FEET <br /> <br />SHEET II OF 29 <br />