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".::.m+:i{:i,::::::~ ':;i: .......~ ':.. ~.::"...:.:::::.":::":::::: ::::::~~' 5360 r\ \\" ~50~-"';;'" r ('_____ '/ y/ '-- ~ '1rZ/ ...... .., , , ". "...,... .:. ,,:,:,:,:,:.,:~:,~,'" .'".:. " ':', ....',. ,.~:%:~~...,....,.""..:, "* .:.. ~.'.... -.;':' ':':':':':':'.:', ":. '.:." )11 ;",..("" _ ~~ K\~ \."- ~ .y ./~, "':"': '. ":':'..:~:~:..::::~::::t~~~:~~~~~~~~~~~~~:~::..*:::t,;:'::::: '::.~#:~:~~~~~~~~. ':;:.":' ~ _______ " ~~.,.."... ~ 73 ~ ~ 0 ~ ~y~/ .J/ 0~ \ ~ ::', . : ":'.. '..,:.....,,::::.:.:,:,:.:.:.:,:.:, ::::'.', ".:.:,: ....:' .~. '~':':':':':" ~'. ~. -;:--..... P7/'" \,,\~ / /,,{j 'IJ \ ] ~ -=- I ~./ p')j. =-- '-- 0 J". ~ (;." .:".."Il .... . :;::::...:.:::::.... ::....:. .. ..::..::::: ~.(.( ~O:/:1;~.~ iJ ~ E 1,266,100 ~ N 610,607 ~ ~ ~~ ~ E 1,263,185 \"'~'~ 3e~~ .~,.' , rtd, -\- ,( ~ 4279 .277 ..::t'54/~~OOyt)~ !l(~."''''@' ....' ~~~ II 273 /' 'I /"',~ X N 610990 N 610854 ~ \~~~ ~ ~~ N 609,23/ f, ~'OO--. rr E 1262527 E 1,262717 275 ~~..- 274 E 1,265,572 ~( ~. I^ ", N 610,306 - ~ ~ '\ E 1,263,564 ~ \ ~ ~-....: ~ ~ ijr ~ 273 \J~?, N 609,004 V\ E 1,265,489 l'<~(J. :S3S0 . /1 ( "JI>< "J"JX"J I><\. ~ j' }--:: \' o o o 't- \0 "!. .........5420 ~ ~- - - 54\0 I.LJ -\- 277 ~ ~ o 00 ~fA -\- CD .... 10 , C1l \0 I U I- I.LJ I.LJ X III "J"/ "JfA)( 't- "J 2 74 N 609,267 E 1,264,472 x "JI>< "J"J)( "J ,71>< )( N 610,000 r-t=;9-4 N 609,000 N 608,000 4690 l LEG END FLOOD PLAIN LIMITS ............ ~ ~,."" .- ~~ -.. ..... ..... ..... .... ..... ... \100 YEAR 500 YEAR I FLOOD ). FLOOD GROUND ELEVATION IN FEET ~ '~80 _______ MEAN SEA LEVEL DATUM CONTOUR INTERVAL 2.0' SHEETS 1-11 CONTOUR INTERVAL 5.0' SHEETS 12-14 CROSS SECTION A I CROSS SECTION CONTINUED I INTERMITTENT STREAM -;::::::=:::: : : -:::- ~ HORIZONTAL CONTROL 8.272 VERTICAL CONTROL 0 PHOTO CENTER ~ GRID POI NT + 100 YEAR FLOOD ELEV, 5280 ~ ~ IA .. I- ILl W X III C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT SHEETS I-II TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM 6" C. F. L, VERTICAL AERIAL PHOTOGRAPHY TAI<EN NQV, 15.16 a 17, 1982, BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL CONIC PROJECTION. ntE FOLLDWING (USC a GS AND lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE COORDINATES Xa 1,516,508.42 Y"58I,2!5!5,78. GNAT-Xal.231.!566,60 Ya !523.643, 10. BASIS OF VERTICAL CONTROL'. USC a GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: 0-156 ELE\ATION 6192.284, 4870.74PS-ELEVATION 4869.860. PREPARED BY ANALYTICAL SURVEYS, INC, 4167 SINTON ROAD. COLORADO SPRINGS, CO, 80907, SHEETS 12-14 I COORDINATE SYSTEM SHOWN IS THE MODIFIED COLORADO STATE PLANE COORDINATE SYSTEM. CENTRAL ZONE, BASED ON A MEAN LATITUDE OF 7,000 FEET AND MEAN NORTH I LATITUDE OF 39- 30', RESULTING IN A COMBINED RECIPROCAL FACTOR OF 1,000374,8, COMPILATION BY INTERMOUNTAIN I TECHNICAL SERVICES. INC. BOX 3376. GRAND JUNCTION, CO, 8501. DATE OF PHOTOGRAPHY 12-21-79 AND REVISED TOI CHEVRON COORDINATE SYSTEM MAY 1981, I THESE MAPS COMPLY WITH NATIONAL MAP ACCURACY I.' STANDARDS, SHEET INDEX ROAN CREEK~ --PARACHUTE/CREEK ~\ :~ Iyl \I \ 5 10 \ 4 9 \[ IU2T31 REVISION DATE BY ^ U. S. DEPARTMENT OF AGRICU:uTURE V SOn.. CONSERVATION SERVICl FLOOD PLAINS FLOOD PLAIN MANAGEMENl STUDY PARACHUTE CREEK AND ROA~' CREEK IN GARFIELD AND MESA COUNTIES IN COLORADO I o 200 4~ IN 2?0 SCALE ~O FEET / -.. 7 _r- I A ~nl[_1[ T U~ 1&10