|
<br />'::>NI SA3^~nS 1\f::>IlA1VNV A8 (0<::; 1-01::> 133HS H::ll'i7Voj -$-
<br />~ E 1,456.000 E 1,457.000 E '.458.000 MATCH SHEET C-I'-2 E 1,459.000 E 1,460.000 E 1,461.000
<br />
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<br />",\\\1' if \'\Q.6800~~ . ;.-,6~ ;;::;: ~~ 0.~ ~ :--- ~,\ \'\\ \\\\ \: ~~ n \\,\,,; '---~ \ ~c... ( --::: 6160
<br />lIIlil~ '\ ~,X \ }", :~ ~ 1 ~73.1 ~ ~,~ ~~--6Ss,6~~ \\ S \: 11n\~1) f \\\ ~~:~~~~i'~1~si~66i~~~ vll/~'~-~ ~~20; ~
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<br />~ ""~ ~~,' ~ I~ '" ~ I).. \\\\\\\\ ~ \ ~ ,0::\\1. rlr, \N627408 III
<br />~ ~\ ""'"" :>"'00 ~ '~ / 0~ 6850---- '--- e;!57.1 ~\\~\\I\\ ~\\ I~\ 'S'~<);-:~~~~;\, ( I ni EI'460'393~~ fj'l!1
<br />'" '-"~.s- '\ ~ ~ ~\ '" '-- ...--:: '.-- ~ ,\ ) I ","\~\'Pb003j1,. ~. I 'X'IIII!! '11)1 0 II
<br />,\~ ~t;,o "00 o,'~' ~ ~ ~ '" \ 6800~ ::::::: " :- ~ ~ ,\ 11\ Q) 00 ~\\~'\~~j\I~9~'~' ~ flil \J t:\\ \11 \ 'i {t/;;:: _ I 1/ I
<br />I ,\'\\ ~ ~ ~~... % :..." .--: 0 ~ ~ ,\ II,,,, \~E r.460,25 7// 'f71.3\ I( / ..-c: -.:{. .1/)
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<br />'\ . /' ~ :;/ \\ '.,~ ~~J%\\ -'- ~~~ "6 I I V \ 1M ~) I) II. 1/011
<br />N 627.000 ,\ (, ~ ' ~ 'i: /}f :'--~\\ ~ - ~ 1/ NG26.927 ,) t&irJ ,r I JIJ(((
<br />II(J~ . ~~ /11///// ~~ \\ ( ) (/ ~/;J~~)J I::~ , ~I) / '/h60~JliJlt.~'~\il " 7 ~~~~'~~~O
<br />;J ;v~~ ,/;/111/;;' )) I 'J 1))/ .~ :::;, I ~~ <:" ~ 'If) IX: II II II . / fo dl I
<br />I " , ~~ ~ ~ 8S'~ \\'~~~<./ ~ ~ ~'-- I; I \~1111 I~ \,,\\ ~ . ~ II ~:~i\rf
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<br />. J 00,- ,\ ,,-~'\ .,\~~\ ~//I/ 0,\.' ~ '/.J/ :1i ""I f\\I""'N626,454' 'III "J'J
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<br />(I)~~ ;xJ;:/x 7557.0 //1 l~l\. c ~ \\'~ ~\'\..\' \\ \'\ \1((::; \\I)lfri)II~~ I v,!I(I(I(~ l/i 1 i~ I ~ ~;:;5
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<br />N 625.000 ,',\ ,\.! .'- ,--:::J/ '/, ___ o:::::s~ !'5;::~ ~~ ~\:$:::."-7100"":":" ~ .-/" ,/JT ~ ~~ I / \\, '<'\~\ . ') r-;J~J ,\.~ ,~( ~o...:, -- . =-:::
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<br />~ ~~~_'~60~.~~~~~6i~ Ir~ . '~~/} ~,\'~\~~'<.-::-.~~\h I\' \1 11'17 c.:') " ".( : , t/:-/ /~ ~ 60000
<br />\\~ ~v:// r~6640~~~~ ~D700~~) ~ @/il~O;II~(((~}!11lt~ ~~\~~1\\1f ~~ ,J I" ,,' '., % ~ 1 ~O ~I
<br />DENS\TRE\ ~~~~~ I. ~~~~ /C 6640~ " \\'\ ~1Ii:((( \\~\\!\~ ~ ~)~\\ ~,,\\ I, I ((~> ".-' :',~ 1 :.1,'") ( 11
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<br />\ ~ ~~ ~,,~ K\.._'~ ",,",! ~~~) ~"" ::::::::: --- 6600::::::::s::::~ =---::/ 'l~lff \)1~1 \ \(\ ) ''; I 1';0,'l'/ ~ J..: ) , ~ ~ ~ ~'
<br />. "" <:) ~ ~ ~\\ )!( '''~ _ ~~;----.. 6580_~ ~ - ~ ~V III I \, VI fA ~ ~'/.I,;r/624:059~":::---=+ i]~ ~ -, " ~~"'~ ~~~
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<br />MATCH C-.1I-4 (22) C -11-3
<br />
<br />)
<br />
<br />N 626.000
<br />
<br />s
<br />
<br />f N 624,000
<br />
<br />.
<br />
<br />,~
<br />
<br />4829
<br />
<br />LEGEND
<br />FLOOD PLAIN LIMITS
<br />
<br />-:.:.:-:.:......................
<br />................
<br />................................
<br />: ~: ~: ~: ~: ~:~: ~: ~: ~: ~:~: ~: ~: ~: ~: ~
<br />................
<br />................................
<br />::::::::::::::::::;:::;:;:::::;:
<br />
<br />
<br />100 YEAR
<br />FLOOD
<br />
<br />GROUND ELEVATION IN FEET ~S280 ~
<br />MEAN SEA LEVEL DATUM
<br />CONTOUR INTERVAL 2.0'
<br />CROSS SECTION A. . A
<br />CROSS SECTION CONTINUED . ..
<br />
<br />INTERMITTENT STREAM
<br />HORIZONTAL CONTROL
<br />VERTICAL CONTROL
<br />PHOTO CENTER
<br />GRID POINT
<br />100 YEAR FLOOD ELEV.
<br />
<br />~\-.,.~
<br />
<br />6.272 i" I()()ft)
<br />station in 100ft.
<br />o from lower study limit
<br />
<br />-0-
<br />+
<br />5280
<br />
<br />--
<br />
<br />(-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT
<br />
<br />SHEETS 1-20 AND 23-29
<br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM
<br />6" C.FL, VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,16 817,
<br />1982. BASIS OF HORIZONTAL CONTROL: THE CO LORA DO STATE
<br />PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT
<br />CONFORMAL CONIC PROJECTION, THE FOLLOWING (USC 8 GS AND
<br />lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE
<br />COORDINATES X= 1,516,508.42 Y=58I,255. 78. GNAT- X= 1,231,566.60
<br />Y=523,643.10. BASIS OF VERTICAL CONTROL: USC 8 GS SEA LEVEL
<br />DATUM BASED ON THE FOLLOWING BENCHMARKS: D-156 ELEVATION
<br />6192.284. 4870.74PS- ELEVATION 4869.860. PREPARED BY ANALYTICAL
<br />SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907.
<br />
<br />SHEETS 21 8 22
<br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE
<br />COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT CONFORMAL
<br />CONIC PROJECTION. THE FOLLOWING (USC8G AND USGS)
<br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770.68,
<br />Y=613,033.6I, CASTLE X=I,432,094.8I, Y=623,300.73, ANTLER
<br />X= 1,371,760.95, Y=630,478.31. BASIS OF VERTICAL CONTROL:
<br />USC BiGS AND USGS. SEA LEVEL DATUM BASED ON THE FOLLOWING
<br />BENCHMARKS: RIFLE ELEV. 5319.199, NEW CASTLE ELEV.5747.82.
<br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM
<br />6" CFL VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN. 12 ,1983.
<br />COMPILED BY BELL MAPPING CO., 500 KALAMATH ST. DENVER CO.
<br />
<br />SHEET INDEX
<br />STREAM MAP SHEET STREAM MAP SHEET
<br />PORCUPINE CR. 1-3 GARFIEL D CR. 15-16
<br />BEAVER CR 184 ALKALI CR. 17-18
<br />MAMM CR. 5 - 8 S. CANYON CR. 19-22
<br />DRY HOLLOW CR. 9 -10 CANYON CR. 23-24
<br />. DIVIDE CR. II -14 ELK CR. 25-29
<br />
<br />I ~EVISION
<br />
<br />DATE
<br />
<br />BY
<br />
<br />() U. S. DEPARTMENT OF AGRICULTURE
<br />~ SOIL CONSERVATION SERVICE
<br />FLOOD PLAINS
<br />FLOOD PLA IN MANAGEMENT STUDY
<br />COLORADO RIVER TRIBUTARIES
<br />IN GARFIELD COUNTY
<br />COLORADO
<br />200 0 200 400 600
<br />
<br />SCALE
<br />
<br />IN
<br />
<br />FEET
<br />
<br />SHEET 21 OF 29
<br />
|