|
<br />N 557,000 N 556,000 MAT C H SHE E T C-86 N 555,000 N 554,000
<br />
<br />~i( CV~~,,~~~~\\~J.(1JUit~-'llf 1/ iim \~'\ 4B9'.~ 490'B)~'S~?l~57 ~\~~ (II \~~~ ~\If~ :l,ij ~ .
<br />')1,41 49"'8~)XI/1' \.~ ///N b?:~'jl I ~.J 4899.1~ '\ "" ~~ ~\\\\\\
<br />t~7i (), oJ X' 4939.0 -, ///) 1\ / jS 4.J m ~4897.3 '\ \
<br />36 43.. 1 '-- f;:c;-4 '/ ~ \.~.) W.L. ~~ \\ ~~.\ \
<br />A .~ - 0 49358 4892.5 . ~J f\1 ..\\ ,\ .\ '~\~ ~\ \\
<br />... ~'-( 110..... 0 / \\;.~ . ~ II (I ~ 84896.2 X '-.~"~ ~4900.2 x.~ ~ "'~ ~ \, '(. ,," ~ ~
<br />('-..... ~-,' Cd 4920. '- .~ I ~-?1.2 0 ~~ ~ ~,~~, \\\\1 :\\~ '\ \ '_ r\Y
<br />,V /T'- ~ "^- ./7. '>1 f+~~7.9 1 . 4:99.1 ~ ,~ ~ . v. ".....~ \ \ . \ \}.. '\ f\
<br />AI.. .~ /g>f o.~ ~ Scrub f:f~ \ I : r . \
<br />
<br />~!Jf:;/~ I. (;JrJ ~,,() ~"'N:S~ p i 'j ~~ . . ~ . rQ:\ ) "<i>''' '\ ~ '920~ ~ ~ ~ r\
<br />,G-9~ oJ~~: , 4 14 / (~I /' Ii : } \\ .. "894.B \ 1/ "B97.' 4B97." " '\<c '\ 0 4xB'90' >JI 00 """ \ ~ ~; A '--
<br />:~U6t:!f ~''(>[J'9 '? " ,) ~\5g, (' ~ (~~ 'B92~~/ Q '" l" ,I/x 1'--
<br />
<br />'. ~1: f X4897.2
<br />
<br />/\
<br />
<br />
<br />::. ':::::::::::' :::::. ::. :" ..... ':'.' .'. .':' ..' .:::::::::::::::: ::::~':':".:::::... I .. :\ X) . (I 157 8~1.2X \ \. ~\ll00 '" '\ ,"\ \ ~ ~ \
<br />:.:. ':':~:~;O:" '. '. ~:::. ...... .':':':':':':':':':'. :.::::::>>~ (~.:.: 3. ~ 4897.8 . '\ \: N 555 866 \, ~ ...-' ~ \ \
<br />::::::::::::::~::::::::::..: "~~.,. " ;z:::.:....:::::.:.:::::::::::~ .....,... ..,..~~. ~\ .\ \). '\ ,\ ~ 1,232,424 X 4897.4 ~ \~ < \\~:.\O 136 <\, ~ '\
<br />t;:: t;:::;~;.:.::::. '. . '. ': .' : . .i.::~::::.:'::::::;{ ,.:.:,,:. ::::. ::...,;iii . ~ 137 j" ~ I' C'I ~ \\J o. \ \ \: N 553,600\ ".\ \'
<br />.... . (.:::::...,... ~.' . ..... ...... .... ....~ ,........ .'. .... .." a X _, 1 ........\~(~~ E 1233612 \, 13 ~
<br />::::::::.:.:..:.:.:.:.:.:.:.' .:.... ". .....:.:. :.:.:.... ..:.:.:....: .:':.......:.:..... .; t 1/ ~898'7 --,,\ 1,1 ,,\ ~
<br />::::::::::l~~!$:~..::::' ... .'.... ..::::..:::.:.' .....:::::::::::1:.:.:::. :...::::i;;;:...".::;:::. . :::., 7'? ~~ ,- ......, 4897.7 ) ) 1.' 48930 4899.7X ( \ o~ ~ ~~ .,.
<br />:::;::::::::::tI/:" .:::::11::::.:...... ..:.:.::.:;;;~;:~::..'.jti::;;:::~:::.:,.:...::;. ':'r:.. a '., I Xrr.4 i :V: x' ~'Vr ~ \ '\~\ ,\
<br />o :::::::::: .:::: ':~J.:' : .::::::::"'!1!*:::::::.:.:'::;:::::::::' .::::::::., ::::::~ r:~f::::::::" ....:.:..:. ,.' ,":::'. AI t- ;-: /, .>oIL /; 489.2.8 484/{ JJt:.: \' ~ ~\\ \ ~ ~
<br />~ ljJt? -:=' :.tm;m~~:~l~:tttt:::~}:::;:ftt~ tmm~~\ttt: ~::ii;;~~::... . /.::;;;ti\::"'l"1> ~ :~iUl,-_ ___~ __- "X4895'~ jili ~ 4843. 4801~U '\,,~ ~" \\' ~1
<br />
<br />,,",,-,.:1:... . . '.'00'1':1"'00' ............ ....~... .............~ .......... ......~~.;,M.:r.......... .00....." ...... , ~ - ~ ~ ()( ~ ~
<br />"!. ::.:::;"'lll! .. '. ::::::.:.....:.::...: '. ::::::::: :::~. .::::::::::::::::::'. .:::::::::: . :::::~'!-:.:c:':C::::: :.. . '::.:::::::::' ':::::. Cl - I ~ '\ i, ~LP
<br />- ~.J!'C ,...... ... ":!9'J . ......... .~...~....'..~,.. .. ..... ... 'X ) I I;' 'Ii
<br />
<br />
<br />UJ ~ '_ ...... 0 "\~I(: .:::fr::::l::::r:::"::::~:1:}iW:~:::::: < ...:::;;:::=~~;:..~. Q ~'i54=42~. '\, { X 4897.0 0 ~~(,)r o~~ ~i, ~
<br />::.......-- r f'rl~--"""" .... .'............ .... .........,......... . .. ~ E 1,232,289X48957)' .ilL t~ Yj, ,~'\~ 'Ii
<br />
<br />4895.4
<br />X
<br />
<br />
<br />
<br />
<br />". ~ / \ ~ V96l . / \
<br />AI ~~ I ~ ~
<br />S;:',c="'".A '~''''~ ~ ~938.4-3 @ \____ ~: X4893.7 I ~ E 1,233,272
<br />~~ ~\'l (~4937 6 X ~!<' "490 ( - cS> r<'-\ //
<br />~ ( C (/~ 7" ~ -ri- "t ~...~) X ~36~ t~~, A9\9:::'/'. <. '" \ X4896.7 -Ii ~~ G.Y '1/I~
<br />x ~ )//2) V~~ 49'9\h'i"~~~. 7 ,y-/ ~~""~~ "'" , ~"'- o:~.\ \ &/;)~ ~
<br />~ ~~~6 4940.~9: / / L/: ~ \ \~ __ /1{ 49~~~c?, : X 489lif~. X4895.0 A ~~~~_ ~ 4?~j' }.,., --;;-" ..
<br />< ~ I 0 ~\ /' '/ " 18Q~ f; ~ X 4895.6 l'O W '-/0
<br />
<br />2i 7JY I: ~\), 0 /. /' ~ ~~ _4B90 'I - C'B90.. ;s' ~ 4~00.' I ';g<~~ I)
<br />08 7};;l Ip ~\\ 1 ~~ \',1 . ...~~. ^ X~4w89~2"\.8;<.:?~, 1 \ 4B96.' x ,,^ (' ~(
<br />~ fb 057 '\ \ \ ~~60.B[)2i89x5'0: j : ~\" I A< "B95.2 \( ~ 0 ,;;' ~ .:'~. .'1
<br />~ I '---.-/ /L /f, ~ ~~~i~B:7 '9\:.B 'i-=49'iirtA . X499" ~~ .,.. ~~~~~~~~~~J 47J99{/ J ..~96~~ ~ 'X~.B ~I,--
<br />~ ./ ~4~56,627 ~3~56,378 ~3~55,272 \ ~ ~ fl I ~\\ rV4~'8 ~1/ ~ / ~~:--... i ~ 490}2.... ~
<br />~ E 1.232,151 E 1,23/,965 X4894.8 U '=0.. X ~ ~
<br />~_ ill . , 'f ,,04~X
<br />n~~I'~~7 n~ir.~ ':4?,~~"~~'66 ~4~~~-;,'.?5' ~h~i~""4 ~\ ~\ ~ .f~~ : T/ .... _ 902.'<" ~, 1,-
<br />
<br />143 142 141 139 137 135 '\ \~~. 1\ ~}'i-' '/ . ; !; X 4898.9 4902.3 ~"
<br />~ ~,~~'i,j~9 ~ ~,~i~~~8 ~ ?,~~'I~;~O ~ ?,~~26,~77 ~ ~,~~'I~~61 ~ ~,~~b~~~9 ~13~5 ~ ~;1 . . \h 3~-<t!l3:fr ~ X "..::::- ~
<br />143 142 141 139 137 135 0 -- '\ l~. )fi J~ , '. ~/489~. 4903.5 --::::-
<br />N 556,988 N 556,924 N 557,048 N 555,667 N 555,769 N 554,831 /'. X4892.7, ~
<br />E 1,230,683 E 1,230,710 E 1,231,355 E 1,231,232 E 1,231,442 E /,230,651 rJfi;, X 4892.3 .x.. :-.....~~-"~~ ~ ~
<br />141 138 489xO.2 4888.3 iX ;:i jx W ~ ~ .
<br />N 556,884 N 556,580 ~ /I 00 "'....;
<br />E 1,230,734 E 1,232,106 X 7 135 0 4;4900.8 1(4901.1 il9b59X
<br />138 \ ~ 4890.6 j4889.0 /, N 553469 ,tY/ X 4898.7 ~
<br />
<br />: m'I~~~9 ~ 4942'~~ ~)' ~9'B' (I~ ^ , ) 0 ,llj It /'4B:2~;2:'~~::.4 x 4 '909 . 4B90.4 Yff {t .,:~ ~~~x .~
<br />
<br />4943.\)\~ n~~~. ~ X tt:~OJO '/ I' 4888. . U. 134 /.<V 4901.",~ 49'7\"'~)r'-'; . 4910.4
<br />\\~ '{ ~\ (/ ~ 134 N 553,127 ~ 489~.4 'w -
<br />\\ I (~ 4889.3 X 4891.2 "-- E /,231,001 "-..AS90 tI// g
<br />\\~~' ~\\9~ 4889.1 X -V ;l89.3~/ (' 4889.0 /;A'L- 919 49 3.8' ~
<br />~ ~'" ~ ~ V /'--:....._ ~ X 'f;s! X 4890.5 4890.5 C\I
<br />~ ~~ \\~-~oWO~ rl_ . . ' 'r'f::;r ><- l4890.4 X UJ
<br />~ ~~ 4890 889.2~0--. ~ ~ 4888.6 . --
<br />\0 ~~ D<OJ ~ ~ 4891.3 X ~~0.8 ~ ~ ~6 .
<br />
<br />t9;~ ~~~ II ". ~4886.6 \' 0 .,/ / ~~ 4894.5 X
<br />~ \~ :\~ ~ I( 4891.14889.6 ~ II Id
<br />\.~'" ~9. ~r [ '.::::;s U:~891.2X \... ~: 4891.2 48:0.9 ~ X 4894.4
<br />
<br />C-87
<br />
<br />----
<br />
<br />~
<br />
<br />8
<br />q
<br />.,
<br />rtl
<br />
<br />~:
<br />
<br />
<br />"I-
<br />
<br />
<br />
<br />
<br />
<br />CD
<br />CD
<br />
<br />
<br />~<
<br />135 ~ ~
<br />~.
<br />o~:
<br />
<br />,.;
<br />rtl
<br />"!.
<br />
<br />~
<br />
<br />UJ
<br />UJ
<br />
<br />.f
<br />
<br />~~
<br />"
<br />
<br /><e',.,
<br />0)" ,.,
<br />t:"~
<br />
<br />N 553,000
<br />
<br />MATCH
<br />
<br />N 552,000
<br />
<br />SHEET C-89
<br />
<br />4692
<br />
<br />J
<br />
<br />l
<br />
<br />LEG EN D
<br />FLOOD PLAIN LIMITS
<br />
<br />~.........,........ '"
<br />~~~!I!"~.
<br />
<br />!!!!!!!!!!!!!!!l!!ll!l!!!11
<br />
<br />1iNitiIiIHi___
<br />.. ~.......... ...........
<br />
<br />"I 100 YEAR I 500 YEAR
<br />r FLOOD r FLOOD
<br />J
<br />
<br />GROUND ELEVATION IN FEET ~~280 ~
<br />MEAN SEA LEVEL DATUM
<br />CONTOUR INTERVAL 2.0'
<br />SHEETS 1-11
<br />CONTOUR INTERVAL 5.0'
<br />SHEETS 12-14
<br />CROSS SECTION A I
<br />CROSS SECTION CONTINUED I
<br />INTERMITTENT STREAM -;::.--:::: : : ~ ~
<br />HORIZONTAL CONTROL 8.272
<br />VERTICAL CONTROL 0
<br />PHOTO CENTER 4-
<br />GRID POINT +
<br />100 YEAR FLOOD ELEV. ~280
<br />
<br />~
<br />
<br />~
<br />
<br />IA
<br />
<br />r-
<br />
<br />C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT
<br />SHEETS I-II
<br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM
<br />6 II 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, lHE FOLLOWING (USC a GS AND
<br />lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE
<br />COORDINATES X-I,516,508.~ Y-58I,2M.78. GNAT-X-I,231,566.60
<br />Y-523,643.10. BASIS OF VERTICAL CONTROL: use a GS SEA
<br />LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS:
<br />0-156 ELEWION 6192.284. 4870.74PS-ELEVATION 4869,860.
<br />PREPARED BY ANALYTICAL SURVEYS, INC. 4167 SINTON ROAD,
<br />COLORADO SPRINGS, CO. 80907.
<br />
<br />UJ
<br />
<br />StEETS 12-14
<br />COORDINATE SYSTEM SHOWN IS THE MODIFIED COLORADO
<br />STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, 8ASED
<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 />8501. 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 />8 /
<br />
<br />~
<br />
<br />ROAN CREEK-
<br />1\ 14
<br />\ 13
<br />\ 12
<br />II \
<br />10 '\
<br />9 \ I
<br />
<br />I 1/ 2 I 3 I
<br />
<br />REVISION
<br />
<br />BY
<br />
<br />DATE
<br />
<br />^ U. S. DEPARTMENT OF AGRICUL'roRJ
<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 />o 200 4QO
<br />IN
<br />
<br />2~
<br />SCALE
<br />
<br />~
<br />FEET
<br />
<br />SHFt- I 9 OF 14
<br />
|