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Opr~r'i. c '\i:::::::::~:~::::::::;t~::":",:,,:,,,'~'....::.;;:t:~:~8~: : ?r~~n ""'/~ 4943.I)Xe ~ /?~ M/() 9 ~~/~::~-^'" )~~ ':::::::::oI'::::::::::.:.~:::::::::::::::::::::::::::::::::::::::::::~.:~:R:: 11"..)/// 'jrt!l:::--...-.......;.I~ vi . ;'~ )': ~'" ~ SHEET C-87 (9) E 1,228,000 E 1,229,000 I / 150 / MATCH // Pipe Ih(63.0X _C/ ~ o Do~9:J / / I I I 150 N 560,633 E 1,229,724 4973.2 X I /+ 150 N 560,236 E ',229,306 I / / r:o ~ / I \\ ) l I ,~~O'~ (Q , \ ~ \ \ If) ) ~~ / J ..~~~ /fjl~ /ir /J 4" 148 N 559,029 E 1,229,607 ~ ~ o "/ ( f) E 1,231,000 MATCH EDGE ROAN CRE E K CO. INTERMOUNTAIN TECHNICAL SERVICES 6/82 ~ 'r. '-"/ ~ ~ ~~ V () ~ ,,~ ?~ ~~ +- ~ 148 ~~ 147 -----~~ 4" /~/ ~ << 21f I (\\ ~ )~~~~~O 00 p ~~' ~ 0 \~ 49}t5.~ ~ cC''V' ~\ ~" ~ ~ 4" I; ~ 4" ~ ~ o \ · i I :> <D <Xl o ~ ~~ "'" o ,t It 4" lie ~. ""+ "'", J"t. N~~_~ )~ ~~ 'C > 19)' x It) "'" b /) >f C>o.. S~ {:>JL o~ . ~ 5::/ ~ 0 ,t ~~ ~ ~~~ ~(~ ~~ rl\\\\~ ;. 1<, .~ \~" 4990.:3~ or ~~- + ( 144 N 557,190 E 1,230,510 ;1 ~ "'" X 4949.4 9.g So . ~ X 4948.8 Yr' /\ W Ir~' MATCH MATCH SHEET C-86 149 N 559,597 E 1,229,828 148 'I. ~ N 559 457 /' - . <D E ',229,818 10 z 147 N 559,432 E 1,229,957 146 N 559,223 E 1,230,983 'el <'/'10/$ ...,<, 4993.8 <'<, ,:)>)(<'~ <'~ o .~ C-87-1 4693 r LEG EN D FLOOD PLAIN LIMITS -. ~.....~........" I. titiWiiliM:IiIMMiM ... ~..................... 1> 100 YEAR I 500 YEAR J FLOOD J FLOOD ~~c80 ~ GROUND ELEVATION IN FEET MEAN SEA LEVEL DATUM CONTOUR INTERVAL 2.0' SHEETS I-II CONTOUR INTERVAL 5.0' SHEETS 12-14 CROSS SECTION A. CROSS SECTION CONTINUED . INTERMITTENT STREAM -;:::::=::::::: : : ~ HORIZONTAL CONTROL 8.272 VERTICAL CONTROL 0 PHOTO CENTER + GRID POINT + 100 YEAR FLOOD ELEV. :1280 ~ ~ aA .. -...... -- 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 TAKEN NOV.I~,16 a 17, 1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE PLANE COORD I NATE SYSTEM, CENTRAL ZONE, LAMBERT OONFORMAL CONIC PROJECTION. THE FqLLOWING (USC a GS AND lOR USGS) TRIANGULATION STATIONS WERE USED: OOHERINE COORDINATES X-I,~16,~08.42 Y-~8I,25!S,78. GNAT-X-I,231,lS66.60 Y-523,643.10. BASIS OF VERTICAL CONTROL: USC a GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS: o-l~6 ELE\ATION 6192.284. 4870. 74PS - ELEVATION 4869.860. PREPARED BY ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. o o o o ~ SHEETS 12-14 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 LATITUDE OF 39- 30', RESULTING IN A COMBINED RECIPROCAL FACTOR OF 1.000374.8. COMPILATION BY INTERMOUNTAIN TECHNICAL SERVICES, INC. BOX 3376, GRAND JUNCTION, CO. a~ol. DATE OF PHOTOGRAPHY 12-21-79 AND REVISED TO CHEVRON COORDINATE SYSTEM MAY 1981, THESE MAPS COMPLY WITH NATIONAL MAP ACCURACY STANDARDS. SHEET INDEX z ROAN CREEK-- 1\ 14 \ 13 \ 12 II \ 10 \ 9 \ r --PARACHUTE CREEK 8 / ~ I 11 2 I 3 I REVISION DATE BY o o o 171- ICl 10 Z ^ U. S. DEPARTMENT OF AGRICULroRE V SOIL CONSERVATION SERVICE FLOOD PLAINS FLOOD PLAIN MANAGEMENT STUDY PARACHUTE CREEK AND ROAN CREEK IN GARFIELD AND MESA COUNTIES IN COLORADO 2?0 0 200 4QO ~ SCALE IN FEET SHE~ I 10 OF 14