|
<br />E 1,28~,ooo
<br />
<br />MATCH
<br />
<br />SHE E T
<br />
<br />C- 6 7
<br />
<br />E 1,284,000
<br />
<br />E 1,285,000
<br />
<br />o
<br />o
<br />o
<br />tti
<br />o
<br />(Q
<br />z
<br />
<br />\ \"- 1\ \ DJj)l\~ 11\ \~~ \ J//?l ~(.r:~ )x;'r~'fl I \\\~. ~ ~ ~9~0I,'23
<br />I ~ !x 1 CJl\u 125.~ ~~)k,"'_ \. . rr E 1,284,491
<br />o J 51~4 0""" 174 '\'=") > /
<br />" 0() r\ / __ ~ 50,Nr 1'\ . 290
<br />
<br />I ~~ ~14 ~~\ I < 0)~r J....~ 290 N 601,463
<br />J v )V/)Y 11 >) \ I U( J/1) < V ! I '5013.7 '\' " ~ \\ \\ ~0h\\~~~' '-
<br />~I\ '" c- ;') ~ 5121.8 O~ \v- 5070~71 Scrub \ 0, ~".b.'W ~~ J \~~
<br />o
<br />N rv IJ. I 290 '/ k,Jr. . ~ ~ 00 \\ ~ ~ ?=::::' X 5187.0
<br />V 0 0 ~./ ~ I. ~ x f III J ~ ~ 5l7l.0 \ t"'" .\ .\ ;s"--- ~. "---"7 -=-----
<br />~.r )h ---= ~)\ 1'/I/t'/ff//-rvV""'J~ ~<o'--../ /.. 10//
<br />~.n ~ ~ ({ /' c..;:? fZf/;':f',...... ( 0.90 ~ ~.o.~
<br />I Ix ~ ) 0) ",0 Dom",,--^ A-A ~5072.3 l\ ~ ~ J) )~~ ~
<br />X 5162.5 ~ ~) I(t ~ ( ('~f/O ~~.t--~ 5 X \~\ '''\ ~c9. ~ ~,I;j(l~~~,,--
<br />X I~;~ '/x/51~9.0 I / 5120 6 ~ / ;So ~. 0 hl"lv 'I ~~~'
<br />5160.4 V ~~~ I ~, C V- j O"J '<::.\/ ~ ~ f\ "-- :'>0.. '; ,\~ ~ ~~;::~ 7i- ':; i)ll Vi
<br />~y~/ / k ,~ f ~/J \ t:..) ,~ 1, ~ ~ I ~ /11
<br />
<br />\ ~ )~7Ifj~~~ \ ~ ,,0 ~~F O<~~)IL:c, ~ X5071.5 0/J A~Kv'~~~ ~!Ji"-~;" I~~ ".GE'" .ssoe.."s ,.e.,''''o
<br />'/'~ ,~\~!J1[/ )'i'y ~~x'1 0 " -/1 :: '-C Ili~ ~~ ~~4i'~ ~W~~X5149'8
<br />\/(\ II ~ JJ ~\J \ ~ r\~ !l it .. ~ J. . I .; ~ '(~~ rp~ ~'~00,066
<br />^ / I." '=<C',j 1>;\ t / ~ 5ifi) II fr< .~ ~A ~ \~ ' " ~ E '.283,405
<br />) ~ ~\ 5109, ~ ~) '\..4 ~ \\ Vf//~ fI . -/ \~ ~ W 'l. ,,0 ~/ /1 E ',282,624
<br />~ i~' ^"" Ilf \\\ ~ ~ ;[}i' \~ '. '\~ VI \ X ~ ~ ~ ~~9'/6 f/l(~"'~''bO('J ~86,8
<br />~ / ~ I ?s ~ = 'J"'~ .\, ,YF ./ '7 ~ II. 0 \ ~ . !to '~63. ~- , f:!;;vii' \' ~~' if' .!;.~.p WI ~ II ~'~00,30'
<br />E ',284,092
<br />'\ 0() 0() ~ 1 u'J \ YbL~~ 1\ 5 :7;1 507~'5 J / . ~ ~ ~ '0 ^'--. \ =-= /1
<br />V;> I/ll II ru'~ ll.\' (~ '",( ~\~I \ :"j\~\0''\,.~ O~~lfj} 510~~~87 ~~\'6~C~ ~!j{, 287
<br />\l '\/ ,V' \ f (0 Cr: ~~~~~.Cf)~ X ~ ~~. r- t ~ /~ ~~\ -28Kg~. ~,,'\ "J~(~~~ a~ N 599,807
<br />I, ~ /J~ I ;> '\ 1~ )f:;r7/ ~ 5061 ~ -',\ ~ ~ < 0'; ~ \ 5099 6 l<'-~u"",,- --......; " ",," r(( / 07 ~ 'frl f'r?7 E 1,283,744
<br />/ ;",~) 1/ . ).5109.8X..... P -' . . 5070.1 LU "Xx ""'~ ~ --ro- 0 ~, J\(fI/{ p, ( Vp ~
<br />~ (V 7 ,II.. "~~- ~ ~. : I-~ UA5 ~ ~ V/:\ '<'.' ~'O,~ $"0 I''/;::;~ 'ill
<br />it/\II ~ / <tJ ~ ~""~ ~ \: '(/a ~ ~ ~\\ ,\ /~ :S ~ ~ (lB:/'2r~/Jf///f;1
<br />
<br />>-- ~,\~ 1/1 /f/i I ~Iw ~~ 2E9 ~507. X5082.2 /50"68.4 ~2~2...J~ a~'~ ~ \\ ~-::;
<br />Ii ~ t~,,~ ~!? ~')1N ~~J! ,'077.0 '07Ll"" ~ V ~~?et/~'* ~~~~~J~ ~ ~ ~~
<br />
<br />~ ~:;: ~ \\'\ ~~~~I "I ~ It) X 5077.2 01>~:\" ~ /~---- 50~.~ l5J{ '\..~/~~~ /-::::: -
<br />)! ~~' . III[\: ~~)i " ~ ~ ~~f'-- --- 0,,/'0'" W:"i;?~\' . '06'" \ "---~0~3 ~"\\",'11< n;((~;/~/ I) ~~(I: ~~
<br />lS} \ WJ JII a: \ / ~ t1~. /.~ \ \: " ~~~/. ~( 1/ (/,1 L-/ f~ -
<br />,IF- 2 9~ ~~ ~ \ ~~ x5075.2 \\.):?+ \ ,,~'-. ~ {:.l \ ,( ( ,/1 '( ~
<br />
<br />~'/. 0' ~~ ~ N ~ ..A ~ 50974~/// Ii /'-.. jl '" If )J
<br />o~ % ~o \ FJ~ ~<", ~7., T '-..,'- Il"", ......~..... 'i ~-t '-J / 5172.~4X ~ ~ '" 0 ~/~ . ~12/~D~:/ii. ~ ~ g 286
<br />;.. \\ ~ j~ I Ii' 7?Y' W /2 / // L ,,;--- / \\'1 0() en en 286
<br />.. ~ ~ \\1 ' \ I( r, - ~ ~ -// ~~ ~ /// / ~'- 5060.8 f . ~ If1 N 598393
<br />
<br />N 600,152 ~ ~ ~\ _ ~bOr\1 \. \ ~ fPl7} ~ ~ - '-::=~\~O- !'JO 507~[~' ~\I . OWN H / '( ~ V (5066.4X \ \~ ~Pil ~
<br />E 1,281,747 /.; ~.I.!~.O>C- \T J))) 70 ~ '\ ~ '28'71 II ,~' ~o "N \ ~ ~1/ / ~. ~ } 0 I I . \\\\\ ,t
<br />~ ~_/ \\~, ;j III \ ,,.....,, \~ V ~/ 3~81 5067.2 1>. .)! (, '1 286
<br />~8l00830 Ij';)~ ,~,"'{~ ,,'r400 'IF;,r:ftO '<: ~ 1/ i X "',,-S- ~ . ~586 . ~\ I' '1 N 598,956
<br />E 1,28 <'
<br />w ~ R . ' ~ ~ "~ .~ 'O~" ~ _ ,'?,. III1 i1f l'AnLEM'" MESA
<br />
<br />~ t: I /
<br />
<br />~ l;; 7.~n~.6' ~~.':',,' 17 , ..,~ P' RAeHU if '{;~ · i , i .'. J ~ ~ ;e,'? ~"".: . " 0 > 'o;[b~ " \ \i}!
<br />: ~7 ~ ~: r '" .. . ~ <:>. o' 0 0 ::'f!.%/f/!/f1&f' hiJ< / 0 ._R ., i,: ,~6 <. ~::: P;,~ ~~ '06,1-';J" II '/ ~ (). 285
<br />286 ~ ~ r\ ~ II' i) :::::: I~ "'-.. ~~;'~'~~'...... .:.': . .....:...----./.... .::.:..::.::.:.:.:::::::.:.:.... ht i(t/~d \/ "h' 1\ \ \ \ ~ ~ ~ ~ ~ g \ N 597,653
<br />N 599,103 ~_\'~ 0 L-- ~ AI!' ~i:::. " ,~. "~~;,\,:,,;,::"" .::. .::~.~;:::/...'I!t.., .:.: ~...:~;:::;:...;::~::~;.;:; '.' I~.G ~ 1\ ;ile./' - YSo \', ~ \.n\ .n .n 1~ E ',282,830
<br />E 1,281,843' If.!! .:::::::: '. rg -ID 0......... ~ ::':~:~":~:':'''': :.~.:.: .: ~'~'1.~.~.::.:. ':::':':~':'."':'::':'~':'::':'::':'::':' ....:: {~2 1\\\\,';- ~ -~'1 ~ ~
<br />286 1:::::' .: .:.::::::. . 6 If" ~ ....:~.~.....:.:.. :: .:: ...::.:.:~.: ':":':":':": ..:.:.:....:.:..:.:.: ..... 'It In 0 1.' I ~! tJ\ T. ,......,
<br />N 600,234
<br />E 1,280,449 rJl ~ \ ,.:.:.:: : m:.:.: .'. : . .:', ";;;1.:'::':'::': ::.::. ,.::.:.:.'......:.:.. ~ O(),g I I If' 5059 2 e 064.5 '\ h"
<br />S ~lIr - ~ I :)i~ : ~ ;::;..r:'. .:\ I \ /~ X ._~ :&n\~~:.~.... ';: 50~~.2 ~~...::.,: ,::::::~{::::::::t. ,j, / l(J~' 1)~Y (. ..,~~"---~\t: ~ :5~57.2 . >~'\ ~l ~ iA2815\ \
<br />fdY I '/ J. ..:.:.J:i :..:: :'. .:.: 5 ~ ::::g '.:'. I . ) "": [j 7 / " \..---.i Tonks ~ 5062.2' ~ y
<br />k 5099.8 X R~RO~.~~:.:;.:~:}~~l~.ill~:.:. ::.i ~~.) #.~r~~~~W~:..~/f / ',~ /' I 'II ~I Ii I, : PI~e'~./ .: ?_~5 \ \\ x-Ii \, ~ 1\ ~
<br />) '~) . . .r:~: ,IV; .. I ~........' rf"'7( I ~'-..... ...ili:~. ,. /' / / ..-->:~ /, , J II, y . X 51142.5 ,,!\ · ~ I I
<br />
<br />, E 1,80,000 l' E 1,281,000.. ^ T (" U ., U " " T (".<:0 t..\ E 1,282,000 r 6 8
<br />\..J -
<br />
<br />290
<br />N 602,509
<br />E 1,282,653
<br />
<br />"
<br />~,
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<br />x
<br />
<br />co
<br />'x'\
<br />/{'"
<br />
<br />o
<br />o
<br />o.
<br />N
<br />o
<br />CD
<br />z
<br />
<br />289
<br />N 601,234
<br />E 1,281,096
<br />
<br />288
<br />N 600,903
<br />E 1,280,969
<br />
<br />o
<br />
<br />x
<br />
<br />4686
<br />
<br />~
<br />
<br />. J
<br />
<br />3
<br />o
<br />o
<br />o
<br />(Q
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<br />
<br />LEG EN D
<br />FLOOD PLAIN LIMITS
<br />
<br />~.................... "
<br />~~:!:~:
<br />~~~~~~~~i~Ii~i~i~iI~i~I
<br />~iii:iia;;~
<br />... .... ..... .... .... ..... ..
<br />
<br />
<br />100 YEAR 500 YEAR
<br />FLOOD FLOOD
<br />
<br />GROUND ELEVATION IN FEET ~'~80 ~
<br />MEAN SEA LEVEL DATUM
<br />CONTOUR INTERVAL 2.0'
<br />SHEETS I-II
<br />CONTOUR INTERVAL 5.0'
<br />SHEETS 12-14
<br />CROSS SECTION AI
<br />CROSS SECTION CONTINUED I
<br />INTERMITTENT STREAM ;::::::::::::::: : : ~ ~
<br />HORIZONTAL CONTROL 8272
<br />VERTICAL CONTROL 0
<br />PHOTO CENTER ~
<br />GRID POINT +
<br />100 YEAR FLOOD ELEV. 5280
<br />
<br />~
<br />
<br />~
<br />
<br />IA
<br />
<br />..
<br />
<br />o
<br />o
<br />o.
<br />0>
<br />0>
<br />It'>
<br />Z
<br />
<br />C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT
<br />SHEETS 1- II
<br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM
<br />6" C.F. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 a 17,
<br />1982. BASIS Of HORIZONTAL CONTROL: THE COLORADO STATE
<br />PLANE COORDINATE 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- 1,516,508.412 Y-58I,255.78. GNAT-X-I,231,!S66.60
<br />Y-523,643.10. BASIS OF VERTICAL CONTROL'. USC a GS SEA
<br />LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS:
<br />0-156 ELE\ATION 6192.284. 4870.74PS-ELEVATION 4869.860.
<br />PREPARED BY ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD,
<br />COLORADO SPRINGS, CO. 80907.
<br />
<br />SHEETS 12-14
<br />COORDINATE SYSTEM SHOWN IS THE MODIFIED COLORADO
<br />STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, BASED
<br />ON A MEAN LATITUDE OF 7,000 FEET AND MEAN NORTH
<br />LATITUDE OF 39- 30', RESULTING IN A COMBINED RECIPROCAL
<br />fl\CTOR OF 1.000374.8. COMPILATION BY INTERMOUNTAIN
<br />TECHNICAL SERVICES, INC. BOX 3376, GRANO JUNCTION, CO.
<br />11501. DATE OF PHOTOGRAPHY 12-21-79 AND REVISED TO
<br />CHEVRON COORDINATE SYSTEM MAY 1981.
<br />
<br />THESE MAPS COMPLY WITH NATIONAL MAP ACCURACY
<br />STANDARDS.
<br />
<br />SHEET
<br />
<br />INDEX
<br />
<br />PARACHUTE CREEK
<br />
<br />ROAN CREEK
<br />
<br />
<br />o
<br />o
<br />o.
<br />eD
<br />0>
<br />0()
<br />Z
<br />
<br />1\
<br />10
<br />9
<br />
<br />REVISION
<br />
<br />DATE
<br />
<br />BY
<br />
<br />^ U. S. DEPARTMENT OF AGRICULTURE
<br />V SOIL CONSERVATION SERVICE
<br />FLOOD PLAINS
<br />FLOOD PLAIN MANAGEMENT STUDY
<br />PARACHUTE CREEK AND ROAN CREEK
<br />IN GARFIELD AND MESA COUNTIES
<br />IN COLORADO
<br />2?0 0 200 499 ~
<br />SCALE IN FEET
<br />
<br />
|