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<br />. <br /> <br />. <br /> <br />C-IO. <br /> <br />.. <br /> <br />E 1,464,000 <br /> <br />E 1,465,000 <br /> <br />E 1,466,000 <br /> <br />E 1,467,000 <br />13lI18 <br /> <br />E 1,468,000 <br /> <br />,{ ,,ten <br /> <br />2'1 <br /> <br />5730- <br /> <br />. <br /> <br />5690 <br />5680 <br /> <br /> <br />~- <br />-----= <br /> <br />0) <br />~ <br /> <br /> <br />~ ~ <br />---- ~ <br />~ <br /> <br />794 <br />N 634,194 <br />E 1,466,785 <br /> <br />~~ <br /> <br />:::;,.-- <br />Sign t~5691.3 <br />/ <br />X ~69 <br />-~5 89.~ <br /> <br />., . <br /> <br />-. -. <br /> <br />,~ <br />. ' <br /> <br />79/ <br />N 633,953 <br />E 1,464,316 <br />791 <br /> <br />-r- <br /> <br />~-=---= <br /> <br />0-------------- <br /> <br />795 <br />N 633,971 <br />E 1,467,976 <br /> <br />792 <br />N 633,614 <br />E 1,465,107 <br /> <br />792 <br /> <br />~-~.. <br /> <br />-' <br /> <br />N <br /> <br />793 <br />N 633,354 <br />E 1,466,064 <br /> <br />COLORADO <br /> <br />-1- <br /> <br />792 0. R\O <br />DENVER v <br />N 633,092k <br />E 1,464,1391__ <br /> <br />+ <br /> <br />.._f--- <br /> <br />-+~ <br /> <br />2,1 <br /> <br />'1'2 <br /> <br />765 <br />N 636,560 <br />E 1,460,451 <br /> <br />765 <br /> <br />SOUTH CANYON "J\)7..~ <br />INTERCHANGE.-^"" 7.. 766 <br />5690 56eO, <br /> <br />.--'~ <br /> <br />.. (" ~':::::n <br /> <br />766 <br />N 636,381 <br />.. E 1 ,~6L23~695.3 <br />"";..---. <br /> <br />\ <br /> <br />~ <br /> <br />-.::..;--"'>' <br /> <br /> <br />(<~ <br />-.....,. "" <br /> <br /> <br />767 <br />N 635,943 <br />E 1,462,032 <br /> <br />Q <br />o <br />o <br />,.... <br />,.., <br />\D <br /> <br />Z <br /> <br /> <br /> <br />_ <<c" .1 <br /> <br />690:= <br /> <br />~ <br /> <br />768 <br />N 635,373 <br />E 1,462,557 <br /> <br />764 <br />N 636,801 <br />E 1,459,042 <br /> <br />- ::~::> \ <br /> <br />.5 <br /> <br />:-__.7:-0-".. <br /> <br />693. <br /> <br /> <br /> <br />788 <br />N 635,302 <br />E 1,462,586 <br /> <br />.- ~ - <-=- <br /> <br />/____:.-:__ 0 ~_" <br />c. " <br /> <br />---.-,') <br /> <br />787 <br />N 635,367 <br />E 1,462,529 <br /> <br />"'-" .~ . ,. -- .- <br />..'''.5...~~. ~~;:c...=.-=c>-..'..........~;-f<=i:.. " '," . <br />\jl\llDi " .,.~ ". '. = > ... <br />~ j>"'-"~~' ,.. ,...' " <br />-=~'<"""" ".. ',.,~" ./' /,,,,'on' <br />---. -- - - - --.--- <br />.. '. ,. , ".' It: L <br />-.. . . <br />COLORADO X 5633.5 <br />~ . <br />...~ <br /> <br />. .,:6:;~"" <br /> <br /> <br />. ~ ~ '" -.::::..o";^'- -0- - <br /> <br />-. <br /> <br />.. .- <br /> <br />.:::. .. . <br /> <br />~ <br /> <br />-.-... <br /> <br />. ~.. <br /> <br />-~=-::~-~- <br /> <br />.- -~ - <br />" ,766:::'.:" <br />2' <br /> <br />-0-- <br /> <br />o <br /> <br />o <br /> <br />I- <br />4J <br />!u <br />:);: <br /> <br />567 <br /> <br />RIO GRANDE WESTERN RR. <br /> <br />766 <br />N 635,757 <br />E 1,461,004 <br /> <br />5680 <br /> <br />DENVER 8 <br />\/ 765 <br />------\ N 636,019 <br />E 1,460,121 <br /> <br />790 <br />N 634,505 <br />E 1,463,421 <br />790 <br /> <br />764 <br />N 636,234 <br />E 1,459,015 <br /> <br />NOTE: Consult U.S. Army Corps of Engineers Reports for <br />Colorodo River Main Stem Flood Plain Boundaries. <br /> <br />769 <br />N 635,124 <br />E 1,462,242 <br /> <br />769 <br />N 634,943 <br />E 1,462,411 <br /> <br />770 <br />N 634,961 <br />E 1,462,409 <br /> <br />770 771 <br />N 635,051 <br />E 1,462,166 <br /> <br />C-IO-I- TOP (20) <br /> <br />787 <br />N 634,810 <br />E 1,462,361 <br /> <br />789 <br />N 634,659 <br />E 1,462,362 <br /> <br />790 . <br />N 634,083 I <br />~ E 1,463,085 <br /> <br /> <br />E 1,463,000 <br /> <br />~ <br /> <br />. . <br /> <br />~ <br />~" <br /> <br />W.L. <br />X 5644.8 <br /> <br />o <br />o <br />o <br />\D <br />,.., <br /><D <br /> <br />~ <br /> <br /> <br />~ <br /> <br />788 <br />N 634,670 <br />E 1,462,306 <br /> <br />z <br /> <br />771 <br />N 634,704 <br />E 1,461,972 <br /> <br />"J,7.. <br />0'-,\ <br />\ \ <br /> <br />EI,459,oOO <br /> <br />E 1,460,000 <br /> <br />E 1,462,000 <br /> <br />E 1,461,000 <br /> <br />~ <br /> <br />. <br />8 <br />Ul <br />C)o <br />~lX) <br />0:' <br />u...,:: <br />Ul <br />0 <br />OUl <br />0>- <br />3w <br />z> <br />wO: <br />",J::J <br />C)Ul <br /> ...J <br />w<( <br />C)o: <br />Ow <br />w<( <br />:1:<( <br />Uf- <br />f-",J <br /><(w <br />~o <br /> .. <br /> 0 <br /> 0 <br /> 0 <br /> <:i <br /> ,.., <br /> \D <br /> Z <br /> <br />o <br />o <br />o <br />,.., <br />r') <br />III <br /> <br />Z <br /> <br />o <br />o <br />o <br />LO <br />r<> <br />\D <br />z <br /> <br />a. <br />o <br />f- <br />I <br />o <br /> <br />, <br />u <br /> <br />- <br />en <br />- <br />- <br /> <br />f- <br />W <br />W <br />:r <br />Ul <br /> <br />:r: <br />u <br />f- <br /><( <br />::< <br /> <br />- 0 <br />o <br />q, <br />'<t <br />r<> <br />\D <br />z <br /> <br />4827 <br /> <br />" <br />! <br />I <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />- . - - - <br />..... .......... <br /> <br />: ...:................. <br /> <br /> <br />100 YEAR <br />FLOOD <br /> <br />GROUND ELEVATION IN FEET ~S<80 ~ <br />MEAN SEA LEVEL DATUM <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION A. <br />CROSS SECTION CONTINUED . <br /> <br />OA <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 />---- + .,~ <br /> <br />~72 \ ~ <br /> <br />station in 100ft) <br />o from lower study limit <br /> <br />-Q- <br />+ <br />!5280 <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" CF. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 a 17, <br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE <br />PLANE COORDI NATE SYSTEM, CENTRAL ZONE, LAMBERT <br />CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC a GS AND <br />lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE <br />COORDINATES X= 1,516,508.42 Y=58I,255.78. GNAT-X=I,23I,566.60 <br />Y= 523,643.10. BASIS OF VERTICAL CONTROL: USC a GS SEA LEVEL <br />DATUM BASED ON THE FOLLOWING BENCHMARKS: 0-156 ELEVATION <br />GI92.284. 4870.74PS- ELEVATION 4869.860. PREPARED BY ANALYTICAL <br />SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. <br /> <br />SHEETS 21 a 22 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM, CENTRAL ZONE. LAMBERT CONFORMAL <br />CONIC PROJECTION. THE FOLLOWING (USCaG AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X=I,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 6 GS 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. 1-3 GARFIEL D CR. /5-16 <br />BEAVER CR 1814 ALKALI CR. /7-18 <br />MAMM CR. 5 - 8 S. CANYON CR. 19-22 <br />DRY HOLLOW CR. 9 -10 CANYON CR 23-24 <br />DIVIDE CR. II -14 ELK CR. 25-29 <br /> <br />DATE <br /> <br />BY <br /> <br />o 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 />. <br />SCALE <br /> <br />IN <br /> <br />600 <br />, <br />FEET <br /> <br />SHEET 19 OF 29 <br />