|
<br />/" '~
<br />
<br />/
<br />
<br />N 597,000
<br />
<br />N 596,000
<br />
<br />N 595,000
<br />
<br />< \~ sJ, I>~ i I I ) -I i / ~2ig071~ L "",~Tc;",SHE,~.r~:~,;'(2)
<br />)~ 1.\ ~... ff:Jfr'lJI ~~I 0' ~'
<br />f!.G,J - / I ~ ( (~~ ~r~
<br />iIA" I I II ~ loiV (I 4';4 0 ! "L~" W.L ~ \\ \\~- ~ '
<br />
<br />5044.8 lS~~
<br />
<br />s-:; ( X I 0 ~\ E 1,279,799
<br />r I c: 110 g : ,\ X5052 7Q/ S06'~ ~\ ~ ~ X
<br />
<br />.~ V V ~ 1 ~~q~i!/ \ (, I ~~- -J./-~~ ~. .r; f :0;~~j"' If ~~~~ '{#~
<br />~~ !)~I I I I J ~I ~f7~~t..- ~~\7~~, -'"~ ~ ,/ ~ \~ (x5052.7~ 8 -'1~226" 22U f~5052'2,./ - -~ ~ f\5&~~~~ ~,w.~Er;~. S08S.1 ~ 22'
<br />r.\'~ :J M I 15096.2 096.2 ,~~. . b 1 X 0 ll) . /~ -.- r ~ 5047.0 ~;:S;OcS! ~,,~. . N 594,085
<br />
<br />" \ \ ,,' I' I \ II ~ ~ \ ~ ~ 2J E "2;',,,, I.~ T::;~' / (' v 1'~~~i"'~:;' E 1,219,74'
<br />~ ~~' ~ ~ \ I \ II ~'\~ ~,~ ~~ W ;/ 0 ^X50537 ~ :. I (_/ r;L. X5~~t~S;;11
<br />) ( , ~~. ~ ~ I II I~ ~(~ ~~ \ ~ ~" V ~ ~ , ) 5046.8
<br />." I 'rv~ ~ l~ ~ .~ II X((( o6'go~,"~ ~~~ ~ ' ~
<br />II \ 5048,8 ~~
<br />
<br />f053.1" f,( SO: 7.0 '\'\ ~\ ."049,7 t~~0~~~~'~~5~ V\ J, '"G01.YfJlflt~ Yg
<br />~2~96,500 ~II 0 ~ ~ ~ 0 e- - :, ~ ~<' RUINS ~ \ ___ '~~~60.2 ~\' 5077.3 t~LE l~
<br />E 1,277,111 \' ''\rIll II ~ ~ ~ _ ~Q~",-;) /flfFJ \> '. ~ \\\ \ \ >>'L X):yf11lz~079.9 !J~ Jf/"~~ -
<br />rl' ~ I/UJ" ""~ ) ~ ", A ),,262.5 ~)I '---5077~ f ;l~ \))LLJ
<br />;_rV I,~ WATER lxJJ 5051.2. ~047.3 ~ ~ )~ 11l ____ 5079.81/1::::::'j
<br />) J b 5051.1 ,-,,= -( y)-'1.. ' ~ ~ /, 'II
<br />~ \ X '\ ----=--- ~(( ~O 'VI A J (/
<br />~ 11 = ~ 1>il'Pl'.l ~o ~1f(; - ) O\~, I ~"---:S048 4 ~ r~~;B~~~I ~''\ r/-<) ~ ~~~ ~~Mi A -J),. I)
<br />X ~ ~nf: ~ ~ 1/t",~,PU' //(P( X sj~ @ \ ~ . 225 ~ Ik X '" ~ \i0479 ~S050' S049~ ~~'''', (~~~;~~ ~~, ~
<br />
<br />225 \W ~I ' lPIL-"---~ ~ .. P' ')1 ~, N 594,675 ~ 'S0422 . " ~0ffJ1 .- 0
<br />04~6 \ ~~ b ~ ~
<br />~ =
<br />r /;7 ( \ ',W) _/ PILE ,'II'" 50465 ~...:-- ___ 5047.5- '. ~
<br />/: I II ~ .I ') ~w' PILE "vL ~/ X I ~,,( _____ ~ --- 50462 X \044.2'" ~
<br />\! II r-1 ~" l w.L. , /' - , ' P ~ >~..~ I~ X 5044.3 X5046.4 50'4f6.9X ~ "':.: :':0 ~/,lll)/ll)
<br />VA I 1 II I Ir~ . '8~ ... sO.:/ :~J~~," ~ tlJ S047.2' ~ ·
<br />r j ~ I I "I I 1/\ I r~:.. S048 soso~t- ..& __ -;-.,,' ',/. SOSLI fOSI7,p.. .. SO~S.9 _' y /~8
<br />
<br />~r07h.' II ~rLJ n f ?2~ I^' '- "'_ "1-'" -f PIL~^;' SOSIO' :498 ' 1\ ~SO;;4~4 C ===.:~ S047'. ~ II!'
<br />(II~ II \ I /J' ~\ \, '\. 5047,8, - ,PILE -'- "t/;:?' X X: I \ Y ", (j, :~
<br />~iO~ C1l /'I II I \ I V),\\ ~~ "\ X,' :0 ."046,' / .. ~ ;-24 __ ."045, ~r.\-,?:-:'l\ 4.1
<br />II t t< ~ ~\ II II r-. J~~ '5050><' ~--' SCALE 0 - ... ~2~94'O'OX~S0491 ~'~ \\ / (~r~~~:gl~ y S04~22~~n\~~:\ ")fIt
<br />\ ~ --u1, 1M ~ -)5047.7 E,,27.,6'4~ jI \1 5044'Vv ~~r--- j - ~ \\"'~ Hi; ~
<br />c lrr;::"':P~L!,-~-~ 5048'7'~'>f2;. ~ x~ ~047.~ ~
<br />"" II 5050-
<br />'" 5051.0 5046.6
<br />\ \ (~
<br />5048.3
<br />X
<br />
<br />X
<br />504~2 504~5
<br />n '/ / /0]11 2 21~4 ~ ~ 1\ a' ~~.'=:j, "'~ ~ ~~ /' l~ 50~5.7 ~ c\
<br />~2;94,510 ~ / / Ii I I I \ 5081.7 ~ ~o\ -- J ~I ~ ~5045.0 x5049.r;)? ~\
<br />E I,270,393 y1;' "I'U/C I I_! U \ \ II Y- I-' ~ ."046.'., .s047,8 ~/ S04S.\ i044,S 5040.' \;I~~043'1
<br />\ x~0~8" I )( ~\\ ) / I ~ ~" X x5044.3 .
<br />H" II ,~~, y"V - ^ ./
<br />~ '0 ~~ /' ~ S0435
<br />~ \5~03.8 r'\~ ~I I I ~ ~ / J:+' ~ ~ ~ ." X
<br />~-~ ~~_l 0 II ~:\ Yn. 'tl " N 592,375
<br />I~ ~I~ lO ~b88,~ IlO 5078 ~,~\ ~g,2?1/ ~
<br />....)J \ (\" I I N.. t X\\.\--{~~ 50~ 8 ~ ~~~ ~ ~ .-90~.~223 ,'---.
<br />~ 'J \ ,I II I ~ 'i J~\ ~508U~ .-l ~ \((l'~ ( ~_, G /: ./I~ /' ~./"/" ,'\-....
<br />MATCH SHEET C-71
<br />
<br />"-/- ~
<br />'\
<br />227 \.
<br />N 594,470 ~:..-:
<br />E 1,279,894 ~ 6>
<br />
<br />"
<br />~,
<br />
<br />,'k
<br />,'x,'"
<br />/,0.
<br />
<br />5111.4 '
<br />X
<br />
<br />~
<br />~x<s>
<br />~,,~
<br />
<br />224
<br />
<br />224 g
<br />N 591,964 0
<br />E 1,279,061 ai
<br />I'-
<br />,'b /" C\l
<br />''''x,~ LLJ
<br />,,}'
<br />
<br />,\,'l,.
<br />,'x,'"
<br />,0.
<br />
<br />5044.6
<br />X
<br />
<br />_'5040-
<br />
<br />5045.4
<br />X
<br />
<br />:. ~~
<br />'\ S044~ ~~ lV1 ~
<br />5043.0X n x \ y/J.. 0'l.", ~2~9l '"
<br />X I U j\I' !f\ 00 '
<br />?l": :fJU" '\(3\4 E 1,278,600
<br />5044,2 ~ <:t l' llOO ---
<br />X J X 5045.4 II) ~
<br />5042 8 X ~ 1 ll'
<br />:AC ~~ y ;;. . g ~
<br />~04S6~) '>Hl~v
<br />~ x50404 X ~\ \~504!~ ~
<br />~12 ~ ,~l ~ ~ ~
<br />MATCH SHEET C-72 ~_ f7c-)
<br />
<br />5046.
<br />X
<br />
<br />5047.8
<br />X
<br />
<br />4684
<br />
<br />-
<br />
<br />LEGEND
<br />FLOOD PLAIN LIMITS
<br />
<br />-.~:~:~........
<br />~:!:~:!:!;!:!::
<br />~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
<br />
<br />..-w:.....MMiM
<br />.......... ~..........
<br />
<br />1> 100 YEAR 1 500 YEAR
<br />FLOOD > FLOOD
<br />
<br />J
<br />
<br />GROUND ELEVATION IN FEET "..---.. 5~8o ~
<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 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 />I- .
<br />Z U
<br />W ~
<br />~
<br />~ (/),
<br />I- W
<br />l-
<br />I- c:(
<br />c:( -
<br />CD U
<br />o
<br />(/)
<br />(/)
<br />~ c:(
<br />o
<br />.w lD
<br />
<br />C-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT
<br />SHEETS 1-"
<br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM
<br />6. C. F. L. VERTICAL AERIAL PHOTOGRAPHY TAI<EN NOV. 1&,16 a 17,
<br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORADO STATE
<br />PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT
<br />OONFORMAL CONIC PROJECTION. ntE FOLLDWING (USC a GS AND
<br />lOR USGS) TRIANGULATION STATIONS WERE USED: C4THERINE
<br />COORDINATES X.I,&16,&08.42 Y.&81,2!S!S.78. GNAT-X. I,231,~.60
<br />Y.!S23,643.10. BASIS OF VERTICAL CONTROL'. USC a GS SEA
<br />LEVEL DATUM BASED ON THE FOLLOWING BENCHMARKS:
<br />0-1&6 ELE\ATlON 6192.284. 4870.74PS-ELEVATION 4869.860.
<br />PREPMED 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 />f1'CTOR OF 1.000374.8. COMPILATION BY INTERMOUNTAIN
<br />TECHNICAL SERVICES, INC. BOX 3376, GRAND JUNCTION, CO.
<br />81501. 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 />>
<br />:I: II::
<br />UW
<br />I- (!)
<br />c:( ~
<br />~ (!)
<br />
<br />SHEET
<br />
<br />INDEX
<br />i -PARACHUTE CREEK
<br />
<br />
<br />
<br />4
<br />I IJ 2 I 3 I
<br />
<br />ROAN CREEK-
<br />1\ 14
<br />\ 13
<br />\ 12
<br />II \
<br />10 \
<br />9 \ I
<br />
<br />REVISION
<br />
<br />BY
<br />
<br />DATE
<br />
<br />u. S. DEPARTMENT OF AGRICULTURE
<br />6 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 />29)> 0 200 4QO ~
<br />SCALE IN FEET
<br />
<br />SHEI=. I I OF 14
<br />
|