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I I I I I I I I I I I I I I I I I I I C--- _ I ~ - , ) ,C-14 ". ',-, , j- CQI"O 5e W~ST - -- =-~'-=~}::-_-:~'-QQQ: _._'" -~-- _ C_, .:..__~ _.QQ"o __~EA~i\:T- - . ,~... - ~C_ ~--, =.---- C -I, .'... ." ,~- .~.::-,~~:O--~."';':;;" ~:::;;-----"'-"""""'''''-'-'~----''::;,,''''''~- ~:. :: -': :-=. _ -=..- ~:= :\; ,'- '....'...- - ,.----.. '....'...'. . '. ~ .:; ~MA'NTENANCE ACCESS 8 '-, TAANSLO.IID VIA EXISTING ROADS ~ r--~ENO-JUC~EM DITCH -' / i DIVERSION f:. " ", : .,,! '(rd< ,a,lfJ'{(~7_.-,_,-=-=~-? ;_~;:_~_~_~~~_.~i~'__\I~_=~_~_.~_~;~=~~r-;_: ,-,,~~~-:~~l';'~~":7;;'I;i";: .., '.<.. '~..i!~;~3'J~;'~"~ :; ", I I /.' ~ [g , -510=--_...;,,"! ~___...._ >- - / r --,:~ - _? _ 1/0 " ',~" ~"_ _ :~~,::,_5~~:~~ '/ :: ,'t?/ 100-YEAR F~OODPLAIN ! :' ~~r\~!UIj,G /-;;:;--J'~::--/:-::-__.._ ---~::-~-~q::: - -~,- -<C,-- -- ~ ~ -'...... -,. - __ '/ , ' , 1, ' ~MPROVED CONDI~IONS .'. -c..'-...=...\.........'.. ......I\Nl) qm~wN1~a.?'~ 4>t~::Ilo,j :,,' F;f:~~~='~~ -- -~1:::.'";:;;;'-:,~':::.~~_.,._.,.. _ ',... _" '''''- -,:_ . ..'-"~. 5, I '.' I S," ...{,,' '\ ,,' ,;;~) r'"",' ..:<<'5~nO ;>/ .560/.;; ~/ w I I --';',~ 11-. -..-......-_ _..~ I 'ill I 0 .0' ,~'5t!(7 ';: p ,>~ ".:.;' /~p/" '/' ;1/550; 1 'I l'IIjR _..~.-,,490 .----:-=-. - . " '?~ I "0. 1(:~=--~""'- ~--~- y /p/ :! 1, ,I; !'II ;1 <':' .......CI'4;-,L~--~~--:'"~ . - '. \' :;"!;: I~ 0 ...'.I?(j==~eO~:CO-:...___:~'~~==;;;.."._..--._.:.-._=---~-;.-:.......;;O.~..:::-jj'i CHANNEL REFERENCE LINE ,,0 Ii, 'lc-- -~~;;=.c,-~-:l;;;;'j'~-'J{:;:-,.,,=--,-- I ;'/"1,:' J r~ i.,i/ <,-:-/. ' "_ j7:~ 'P( "__~"___~~~8~.9Q.-~:"':'~-,.,---r'\ 'I,' 100 YEAR FLOODPLAIN .',1,:' ''PJ ,,! " --<,-- -~ , _/:.::_::;::c~.f.:'....... .'. G....~?// '/).,:',.(...,~.,,:...;......,.,.(..'....5~:~:)."'~~';.;...fri.!( :1;1 EX'STING CONDITIONS_ :j It~u, ~ '~:8 1 " !~<! /.> ->':A.,,"'8.Q('")oo~\,lf -- c;' C}r'fI --. ,,--/Jl! I 011 .. ;!, ~-N ..,1,:.'\,: ; {O"T'.{.:.fH:;~~!',',..i~'.L'!;~A'~P:HI.~yi,.~~N~~~.;::A~.j..;~~C~~ _/N~~::5~~~~ FOR TYPICAL /:~O:S-::~I:N:i'J" . r-S ! JI;1 f /' ~_. ___ ..~::C~ ~'~C~'~_O_~'~: __~_~ ,:~:,,/ 4!, "!I} I ,"" 1)1::. "', /" - ~-.----- -::-=--_~;,2_,.;:;;v~-;;::~~ _ :. f'jiAS:,SE5 : !FlED SIN ,THE MAPPING _________ - y IWAlM/JOM!iL . D_ FLOOD LIMITS MAY ~I N01'1i,I~EFl!.EC1" CURRENT TOPOGRAPHY, .,', . ,,-- .- ,_ ,oJ '-- '. , ,.';.'( ~"_>/,,/Y" , .. " ,'RAOO '" sou " /; ( - Iu"", , .'~;~' :t /:! ,,! --- - -- ~:" ,,, ." NOTE' THIS DRAWING IS A MASTER PLANNING SHEET REPRESENTING PRELIMINARY AND CONCEPTUAL ENGINEERING, IT SHALL NOT BE USED FOR CONSTRUCTION PURPOSES_ SUBJECT TO CHANGE, EXISTING CHANNEL CONDITIONS STA, 737+30 100 YEAR DISCHARGE 13,500 CFS CHANNEL VELOCITY-IO,7 FPS CHANNEL DEPTH-13,5 FT, NOTE: SEE CLEAR CREEK FlOOD HAZARD AREA DELINEATION REPORT PREPARED BY GINGERY & ASSOC., NOV. 1979 fOR 100-YEAR FlOODPLAIN LIMITS FOR EXISTING CHANNEL CONDITlONS_ (SELECTIVE REVISIONS MADE I N GOLDEN) 200 0 ~- SCA~E IN fEET FLOODPLAIN REGULATION STA_ 700+00 TO 734+00 STA_ 740+00 TO 750+00 553~ ~ !'if: 5510 II :I II uu~_.: ~ ::I:;oi .~ I -~ 11 ~ --=- .- 5505 ~. ~ .:~ -:--:::',:=' ,- 5525 - ~~oo :''''--' ... CI' :I:::::' 5520 un!=, 549~ ..... :: ,---_:! 1::::...... ..' lei:: -< , ,:,ClCC ::::::C, -- ,. ,1...1' __ 5515 --,-- ::c-, . .. ,- ., . .c-=:. ..- , , t-l- -'-" it o ......,:L'::,,:!=~=..-" :.~:_.^ =-= : = , =-= ~4SO .... " ..... ........' L......... 'Y: '-- +~ ".". .u.- --.-'-:" , , . 1 :' --::: ..... .. ----~48~ 'CC.______ 5510 '""'f T. 5505 . ...','.C' 5480 '==-:::.'- -- 5500 = ... .,,,- ---- ==~475 ----- -.---: ---'-- ..-- -- -: ..cCl I .-- -- --+ --.. 70s . , f--.--- 1. :1::= ..... ,7 ': .1 GIlOUND CO~TRO~ SURVEY BY: BELL SURVEYING CO.11977) AEIlIALPHOTOGRAPHY BY: SCHARF B. ASSOC INC. TOPOGIlAPHIC M.lPPIN9 BY BELL MAPPING CO. CO~TOUR 1~H:RV.lL 2' PHOTO REVISED-MAY 1,1981 DESIGNED JMP DATE~ DIIAWN LES DATE~ CtlECMED_~~MTE~ IIEVISED____O,I,TE_ CITY OF GOLDEN 8 JEFFERSON COUNTY URBAN DRAINAGE AND FLOOD CONTROL DISTRICT WRIGHT-MCLAUGHLIN ENGINEEItS ~420 ,"U;OTT STREET DENVE", COLO""DD &"~,, MAJOR DRAINAGEWAY PLANNING CLEAR CREEK YOUNGFIELD THRU GOLDEN CLEAR CREEK SHEET 5 Of 7 700+00 TO 750+00