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'.: :;:;.......: .' &:~: .: .: ~.:.:.: :.:.: .: : . .:.:.:.:: . :':':'. ., .':' ':':':':'.' '.' ......: .':': 0 fl5069 ' 0 '" -;. o~ > ~.!:::.:::::.:::.. ::: . '..::.::.::: ':':'::~ :: :: ~:::::: ::::: :: :: : :::::: ::.: : :::::::~ ..:::::::::::::::.... ":'.:.::::::.' ~50~82.5 I/,rtl ~ 50375X 5041,8 X 50 1.0~,l . %~\ \. ,., /\9 .:: ':::::::::::: :::: :':::::'m'::::'::: <1=::::::::.:.:. :: :: :: '::~:: ~::: :: ': : :::::: :::: :::::~~ .::::::;::::::*:.. '.:::.' ('>) G \ ~I.x Y)}' (,-- ' 0 ~\\ ~"" o '.:.: ::::::~. :::"::::::.:: .'::: :::::::::::::::: ::': .:.:~:: ::::: :: ::::. ::: .~~ .. .':'.:'::::. :.::~ ,..".. V' -----Pr-.. 5059 28 , U W. L. f) \ ~ '\\ \. \ ,'\ 8 ~.*.~ ::'~" ..':::: .:. il:;:k:::: .: ....;:::::: ::::: .: ~: ..:........ ........... :.. . ~::;; ,- ~ V' ( . I 5035.2 '\ r \~.) \~ MATCH EDGE 8ATTLEMENT MESA, CO, ~ \ I'- ~ ~:.: '~...':' .... : ':'. .: :.:+H-: '.',' :.' .-:=:::. '::: ::: : ::::.p:.: .:.:.::::.:;: '.': :::::::.: '.' , .:.: cv 111/11 0~9. 2 " - ~-, - ~ > ~. \I C\I ~ Y1 :.:.:.:.:.::::::::: ::r::~:i::::~ ':::::i:.:.:. : ~ :::: :::::: :::::. : :: : :~:::::~: :::::::::::::::: ,:Ii:'" ::.':.:. TT .: ::::~ \ '-.... '<'::;50 ,~./j" . \ 'I k ~lle '" "'o:].'\'\. \\\ 2 :':':':':'.:.: :.:. :.:.:.... .... .':':': :. .. .:.:.: :.:.:. : '. " .::.:. .:. : :.:.:.:.:.: '.:. . : . ..... '.':' .:.: ....... ,i ~ '. "---'-~ 0 is'o \ \ I \\ 33 .:: . ~:::. '.' ::::::::::::::..' .....:. ..:........ '. ...... "::::::' ::. 'n:::. . ::;:.... ...... ':':'. : ..... ". . .:.:. ::::. <9(5' 5085,0 X _ _ " ' " 063,5 ' , (') F-. . .:,;,.... ::::::::::::::::~ ..:::::.~. .... :.,':.., .::: : :t.~: : ::::...,:::' :::~::::.'...".. \ I / i Ii" I Pl'le I ~ ' 0 ~\\ r.o; ........ ., ., .. ..... ,...... .. '-'" 0-..' ::::--.. '\ ~ ~ ...... ~';{:::::.' . .....:: : .: '::::::: :::: : : ":: : :::::lb::: . *~l3: :.. :::.' x / ~ 'J ( \ /~' . . ~.- ~ ....~'~~~II J j~~m":'~;\~ ::i:.~.\ '.;::)~ j \ L r \ tjm . :::\~.~ .,':. cj~_J~ +~ ~ ');.~O~O&~ rl " ", ~/~ '. ~ I~~ 0 2' X ~ ~ ~~ D .... :.:.t~.{~. .':': .:....~ '. .'. '.: . ::.': .',.., .:.: :. iI... c;J) \ ~ ~:0 ~i'r\" . ._'C;v- \\ 5059,2 ~ ~~ "" '. . ::::I~.. :.;;~ .......... .:. :ti~~~ .:: :~': . :.:.: :\~:' c 990 ' ,~ c:::J(l 'J 1I vO 5l63,8 506~.~, ~ ". /,,'~ 'i" . :..: ..............v~ .' :.' ....~ ~. '. :.:. ;I:'!'o a '" \ \ {'""f >-- c::::::J X 233 ~'-'-) ~ R IS~' .. ., .': .'. :.:.:.:.: .::'.':" ". ::. :::~ :::. ::: : .'.: :~: . . V 'V';> ~_ J c;::::::I:J C3 N 597051 ') '- 1> '" 0 ~~~' - ~ ~ .:k':" :.~~.::::~:::::tF\\:f.:::.:.: \}" :. ~. ,::: ~::::: : " ,. ~ -c '5092.2 ~,<~ \ j.P~ 'Fi ~i"{~ 1/ \~ 50~50 , :~L . ~O;22 ~ ~, '" \,~ \(^' ~ ~ \ \ $ :: .~~:::' .:.~:o:;: .:: '::;;":::' ... . .' ~..;:. ...... ..::' '. 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"/)(.....\. -133 Kr 1:.--- ,'/-, 0: ~L .II" E 127998/ , ......: .;.:.:.....~ i:'f :.::; . .. 5088.9 (I'ot .,," ~ <K ~ ,~: 1>ELI S S ~ THI EP N 597,869 l l'w; '.' ........'::...;;;;.~... ':'. .: $~ ,,233 , '. " , +/' "0 ,- . . "-t- 234 :J: ~ 1'~1~ ...-:-:^..... .... ..~ 1\' N59851~ .. 'I- Y .,~ \.)(,'0 ~ '0 \\ ; ~ :\ '\"\~ N599145 ~ i(I/""" o>~rlI.G:' ~ 'ii~':: .:?=:~ \: :.:: 1\ + E 1,279,053 ~ot ~~.:::~ 0 0 ~.+ ,......, ~,?")' om, .$) ~ ~5056,2: . ()I~9Jb E 1,27'9,721 · Y 1\ " c.... R\': ::. I:' 1\ I p" . · // ,.. .."i. ,:g ( · ,,0,0 0 . /) ( " f", '. ~ 'J \t\\~~ f~98 492 · ~ I ,,~ \1' .: " U ~ .<: A . "'":\ 5078.8 I '.\ ( j 0' 0 (/1". 5056.8 U /,' . \'J~ ~2~~( 1279120 ~ ~~] ~ ~ ~__ I ~9.: : I / 2 2 "',". ',,:,',,',' \ V ,..,<:-c" 2 I "i ~(cy., tli . . >4, 5074.7 UJ "...... ~ I ouu..., 5100 31\ .,. . ~(S~ .... ~ 229 0' ~~~ . . (\ Ii ~ f14\\ ~ ~ '- :J..L' 1......:: ~ ~_: \ ~ : :::::::~~:::::. lot '\' It; 071.,..:- q r _ _' (, ~ridoe~ ~ \ 50~6,2 5057,~~ . X 505~c 2~(L1( \I~ ",--... '%';7{ ] ~37 : \\ I~~ "0 :":':~ ":::,:,:'?N!}'!. ~ all "qO' : . \ ~""" 'V 'l 1\ ~, 1.0\ ~~\ ~ ~ ..... ~ '~~~h-- 242, . \ 1:- .,'." . ,';','I/JYj '1// /' ~"".f X 5065.7 2 8 i ... , N 595615 'I,J ~\,~) \ \ \ ,,~ T )- I VI \:: ( 21 . ,",',,:,',::: . .','. l;;o....n \ ~ It; . N 596,569 .... - - -<.,.r---.':---1 . \ E 1,280970 / K l \ ~ c ) - ~ ,'..,','..,'.,,'. Ie.. f.n\\ all E 1,279,889 ~ 28 II 't /1 j ~ \ ':\ (i- f-~ t140 V, , ~ I~ ~11f50~~'5 ~,'~: .,.A"" +' ~8-:::J \ o'ocr- As'orooe)tf \ NJlr;~~?:~~l \ \, ~ lV,J, ,,<'Y /1 ~ "" 2 . .:::::;::::::.\mV ~ / ~ ';' ~7,O j,n ., 5058,6 X // V..--IJ ~ .' ~r " ~ ~o..:.; ~'h. ~<h"d _ 5101H ~""", '1, '::'mm\~ :: .1" + V",vo _5050" ~ 511~,:~~C'~ ~0~-::. iJ' 5110 _/ X 5~07'O\1 1/: ~l ~~m'" 0 :~\\~;)'~~~t\',~~~~"O'O /E ~~;':'6~/~{;,"~:0 "059.2 1f:;:;~:(>. ( " ~ ~22) D /. ~ : .::: :~:: ...::::::::ir.:::~m'.... 231 231 , r\. " /1' \ ,) 51/, '..1::: :::::. .::::::::::' ::::..::::t::15"W:~Pf::~,:::'n'!~~ N 597,561 N 597,520 +~~i8. Wells : II\&Q:..... )J \... -------- :'Hl,: : :::': :::::::il:: ::::::::::;m~;;.',,: :::::L::::::::~.... E /,278,871 E 1,279,101 ".; it/ II I ,,.::.,. " ,,---------- - :l:':. : . :ll: nnm:: .::::::::::'';;'.. .. :. ~:l: ::mmh:~ 230 / 230 230 6 ~Q I [y-,' ('7 0 :::. .'::: ..::::: ....:::....... .. .., :::..::::::::. N 597704 N 597430 N 597,640 '\o~ '" ~ ~ X I 2 .. .., .:.... ....... . ....::......... , , 0 E 1,279,544 '. . ~.J PA'R~ACHU 6 - - ( :: .:::: .' ':.:2fr.:~"""'~~~ . ~::: ~.;.. . '::::::1 229 J 229 I . '" ~ Y; ~ ~ - \ X ~x t':':;. "::'::::~~~;::'::;ll~ .~:. :,.. .. .:.;;;;;:: N 597,440 N 597,228 227) / /, r;j, ~(;Ub (~ ~C !r!. \0 x '\:: ::::::I:t::\~f~" .':::::' . ':.::l: E 1,278,845 E 1,279,592 / / .. ))1 ':.)[- ~((I ~J5IJ28.7 ~''1,,0 'I II \.~ . .:"::~;.\\\~j;':~': :::..~\ '.:::'.')~~~ ': l\\\\\\ I / 27 / /:Ao//;~~ o~ '::<. j g\r ~" G ~. :'.~::mm :. .:.ilil\ ~ ~~;':,~~I ~ : IP (0 .,. ~ \-, ;n~ ~~~ '--.. ~~\Em~... . \\m~ ,+\ ~' I \ ~~o ~ I 5107,2 \ 0 '\ 0 'll~:l:U mm: +v ./ ",0 0 \ ~:o } g X 5131,8) \ X o\. / ~.:l::..::' : \W:.:.,~ ... ~5056,8 ",0 ot; .\ ~~ (( ~I o ,\" 0 11. . . . ">: '. ... If.... . . _. /' Iy'" \\ \\' ",I ~ ~ ~ ,,0 ;:-- C'-r>\ 'I[Wmm~ '::::'.;: ." "' :'.~: :ll:::::~~'.:':, ., ~ J~ ~ ~\ : f ~ J;:5 '), C\I )~" I II---. - '-., I \_'>Ji <"~~:~.~... . ,':~':'" r-~.. 047.1 7J;.....N \( ~ .... q · \~~/~))~~~ '-~t ~ 228 / II / )~\",~i~~1 ~1/ J/o. II' r{~i1~\2 / /7" F~~~"7 / \. '''''''y~~\\;<::\,'\\\Wj f'ry) ~'(J ;::; ~ 111~ 63~~>Y~~,,-, MAT C H SHE E T C - 70 II) N 596,000' N 595,000 E 1,280,000 UJ ~ UJ UJ :J: VI ~ N 597,000 243 N 599,985 E 1,279,478 243 N 598'~524 E 1,278, 240 ' N 599,774 E 1,279,736 240 N 598,180 E 1,278,314 238 N 599,669 E /,279,813 238 N 598,318 E /,278,612 242 N 599,866 E 1,279,610 242 N 598,428 E 1,278,311 239 N 599,698 E 1,279,776 239 N 598,391 E 1,278,612 237 N 599,637 g E 1,279,852 0 237 ~ N 598,225 C\I E 1,278,581 ~ ~, 228 N 595,124 E 1,280,929 BATTLEMENT MESA SUBDIVISION c- 4685 LEGEND FLOOD PLAIN LIMITS .. ~ ~............." . IiNiWiliIilililMlirili -. ~ ~................. 100 YEAR 500 YEAR FLOOD FLOOD UJ 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. CROSS SECTION CONTINUED . INTERMITTENT STREAM -;::::==:: : : ::- -:::::- HORIZONTAL CONTROL 8272 VERTICAL CONTROL 0 PHOTO CENTER ~ GRID POINT + 100 YEAR FLOOD ELEV. 5280 ~ ~ .A .. o ~ C\I co C\I C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT SHEETS I-II TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM 6 U C. F. L. VERTICAL AERIAL PHOTOGRAPHY TAI<EN NOV. 15.16 a 17. 1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE PLANE COORDINATE SYSTEM. CENTRAL lONE. LAMBERT CONFORMAL CONIC PROJECTION. ntE FOLLOWING (USC a GS AND lOR USGS) TRIANGULATION STATIONS WERE USED: CAl'HERINE COORDINATES X- 1,516.508.412 Y=58I,2!S!S.78. GNAT- X-I,231.!S66.60 Y-!S23.643.10. BASIS OF VERTICAL CONTROL: USC a GS SEA LEVEL DATUM BASED ON THE FOLLOWING BENOtMARKS: 0-156 ELE\ATION 6192.284. 4870.74PS-ELEVATION 4869.860. PREPARED BY ANALYTICAL SURVEYS. INC. 4167 SINTON ROAD. COLORADO SPRINGS. CO. 80907. UJ 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. 8501. DATE OF PHOTOGRAPHY 12-21-79 AND REVISED TO CHEVRON COORDINATE SYSTEM MAY 1981;- THESE MAPS COMPLY WITH NATIONAL MAP ACCURACY STANDARDS. SHEET INDEX ROAN CREEK PARACHUTE CREEK II 10 9 REVISION DATE BY o o o. co C\I ^ U. S. DEPARTMENT OF AGRICULTURE V SOn.. CONSERVATION SERVICE FLOOD PLAINS -FlOOD PLAIN MANAGEMENT STUDY ..... PARACHUTE CREEK AND ROAN CREEK IN GARFIELD AND MESA COUNTIES IN COLORADO o 2oo~ 400 ~ IN "--~ FEET IoJ 2?O SCALE