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<br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />LONG TERM PLAN - REACH 1 LONG TERM PLAN - REACH 2 <br />100 YEAR CHANNEL AND BRIDGE IMPROVEMENTS RAISE VASQUEZ STREET BRIDGE. SEE SHEET 7. <br />g FROM TUCKER GULCH TO U,$, HWY, 6 (SEE TYP, NOTE' EXTENT OF FLOODING I INSTALL FLOW RESTR1CTOR AT THE ENTRANCE <br />+ CHANNEL SECTION ON SHEET 7-SECTION B). ON TUCKER GULCH a KINNEY TO THE FARMERS HIGH LINE CANAL CONDUIT TO <br />8- ON AVE BRIDGE DECK 8 AOD RUN EXCLUDED FROM THIS LIMIT SURCHARGE AND FLDOD FLOWS. <br />~ti ~1P8~~~~ ~~~.1:S~TCULVERTS, SEE SHEET 7. STUDY. RAISE NORTH WALL 2' STA. 873+00 TO 877+00. <br />~~ REMOVE AND REPLACE TWIN-TEE WALL WITH r--REMOVE CRAWFORD STREET BRIDGE. 100 YEAR FLOODPLAIN <br />UHf) 2'1 RIPRAP SLOPE. ,'IJl-ru ,~ , \jREMOVE POWER BUILDING FOOTBRIDGE. EXISTING CONDITIONS, g <br />'1 I ,- UJUJ REPLACE FORD STREET BRIDGE DECK AND::" ~u._"'_ ,"- ._". c' 'c'" I REMOVE GREENHOUSE FOOT8RIDGE 100 YEAR FLOODPLAIN ;t~ <br />.' - '"", ZI.Ll AOD NEW 55' SPAN BRIDGE SEE SHEET :z , ~ " IMPROVED CONDITIONS ;,:; <br />I;--~";,' "- ~-. ",',~u: ;-",~ ;"-:i-~~ , RElOCATEAGRICULTUREDITCHH..EAM~,'t>t~)" ,'-I. _.. u.-- --'C'_-=--:::. _ .J' "" --S,R_~._:~:.,O.0~J~~~~~~~b~.CHANNELWALL4(AVG.) (LONG TERM PLAN). ~ti <br />lc", "" ,r "'\,[, ,~ ;,~~, c 7- - -' _ MAINTENANCE ACCESS __UJ <br />I, iUJ::..r.... U;f1'"DCJ!:!~L' "'"p'r~, 0' i' jQ n 0' . - - '.'.' \!. .c\'i.r.:!,.<mDE.sw. FACEDRA.INAGE 1--.... VIA EXIST'NG ROAD.-, ",ifj <br /> <br />~~)I!J~~rr~Ttim':r~~5!~~1 (j '., '~I) " '~_~~~\[; j ~~~~1:~ J":~;O~~6'~:~I:;~,,~)~:~ifi f~~::~~~.r\I'"", "', _ ..i~,,,,,,.- <br />-eo T S.~TSH. . ..0. NIAV.'.E. - a....' ',~I' r~! ~ n - lit:l -' ~" '. = ; ,Ll ,!c6'~~0~'- >' / ,,--,~ _/ \ J, ~ '-, ~ " s .. , ' " <br />FOR T R ~. IN~XCEISS, '. ' ~'1 ,',' , , ",' - . . r ,,5 J ~CJ '",---=-'45, " C <br />,-oF '_<><l,'l'fI'..._R...._'..L....OO. ,9'.-0 ";" ",,-,.,,', h - J(') , ,,'-, ( , ____ __ ,"005'. __, ., " ," -, "'> <br />I ~' p--. ~~I ~_' - - 0- -[!'RO IO~-7 "~\' J:JJ ~_1- 7ii~~~E~~6:0,ti--r. \ Il<OO\..~~COV"- __ .-_>" rJ,;~~":_-_-- '~~. ___ ~;/ .. i <br />R~WFmliflEDr--- . t~ .~;.. '. --T l,t'L _~i DD!(lltgoci'rN'~wA~~~1SI 1 \ Et\ __.-~~,~~.:~_. ~.~ I-J't--,-" ~~~"',,~. '._.. o:'i.':,_~....._ ,.~___ _ <br />~ '''f':0~1~R[?t \~~ . Z------- ~~J; ", d, ------~ ~/. ~~. i 'i 1~~~ONDA";j. . I' .. . ... ': ~:C"'_ ----c::: _~. I "",,-~~---:7-""~"~-~- <br /> <br />~<~~'~ ....~..._'~_;;:'- ~ ~ .Jlk i /B~~,:. ~\:0t~~JjJ~,~;r_iu "" :c . tr ~ -:;::--":'r:: :)a~:;~~l~." ~'>t-'n. <br />,.:.;.'~'-' . i?' ---- _<3~4.;-,.,j~.:.- ..----""~.. ..... /'. '~'''7ijb~;~:' t"L':'z' .::;..::.' .~ . A"" - ig~,.=~""':.~....'..c.R;..... <br />~~~tJm:t~WA~_6'~ ,,~-:-,,-.., )~~~~;g~dK~--,"r0~('J> 'C,,? ';.Y, .' :>,_:~.> <br />-'- ACc4:iS.Fo.;'hI.T oS:u:. ~.:u(~._.u-I'- -.--Jt:l:.-:"h,.,L-. ~";' "}(""y, 1.;;-;- ,(, '?: 'Lfftt!/' ~6t~~RES~~~~J'CANAL .__ ~()_' ~. /~ ~ / / ~ > '<., <br />n ~nU;nn .JI~!J:~I I..___i:g&'\ \/ 2:::::. ' .J"7 f'--1/., ~:::UN /l)--~'- "~; .----.----~.>:.,,-., CHANNEL RE'ERENCE LINE_ - . -- <br />ElEV, 5654.5 REQUIRED ALONG ~ '---,,' I!'~ I I COORS I In \j~TF"i'LL Iff "''', c::5"----' / " / / <br />lONG TERM CHANNEL AT MITCHELL, " '. I. ,F.. .~ .. .' ". ~.'.. . ..... 1'1 I. .Ii IW.EL.LNE~.' "."11. I. 8',10 RCS / .t______.------ ---.J.. '. -'... NG'TE: SEE ET-7 FOR TYPICAL <br />TO CONTAIN 100 YEAR FLOOD WITH I ~-i' :ic----.J,':' _' ._J: l CENTE;T' ~ ..__~---,-:.::jQ ~ ..._ t".:~ \~O\JSi~\E.S SS SECTIONS, <br />m".~" ",. 00 "" 'CO""',, _ _' ,f '-., '.' ". _ _k/ / , ___ ",I <br />REQUIRED. -;.nu., ,:L.:_,,==.~.'_. _.-~'~--:~" .~~~""". __,~, (1..---=... -'-"-~T( ""t:] _~ t coo~s \~ ) v.......... <br />INTERIM PLAN-REACH l'i1'V[],: r"--. ':hDl ,_ ~ OOOC." INTERIM PLAN-REACH 2 '''' '" <br />FLOODPROOF MITCHELL SCHOOL AND ANNEX BlD&~\ "! !.'~ p I r.~~I~. ~. \ ______---------\ ~~~~~~~~I~N~E~~~J~~~J~)~~ ~Fogrfl~~~;CNCY ~-SCALE >10 fEEr <br />PROTECT EXISTING BRIDGES AT WASHINGTON AVE. ...,.--~, ! : . - . >, .! I 0 _-------- EXISTING CHANNEL CONDITIONS STRUCTURES BY ADOLPH COORS INDUSTRIES, <br />AND FORD STREET AGAINST FLOOD IMPACT AND' :n-"\" . ____- STA. 858+00 TO 885+00 EXTENT AND DEPTH OF 100 YEAR FLOODING <br />BUOYANCY FORCES. i ',I I < _.- .,"- ------ 100 YEAR DISCHARGE 13,500 CFS UNALTERED. <br />REGULATE EXISTING 100 YEAR FLOODPLAIN. < V CHANNEL VELOCITY-18,OFPS <br /> <br />u" --'c <br />. --'= <br />.. " <br />,..- " <br /> <br />~1E1""-,Rf 1\'" tN- r ... ,,''9 '" '- . ... - --:4, <br />f~~rW~ ~v :~, <br />,--'-- t'---:;- "" C.,'--' - '1'+ :,"" . -=-:' ,:,.:' f". <br />5675 F&'_- _ :.. ~= +:- U,.:.."- 1=" __~ f--:._tu b <br /> <br /> <br />5670~~ "~\\ ... <br /> <br />C-6 <br /> <br />NOTE' THIS DRAWING IS A MASTER PLANNING <br />SHEET REPRESENTING PRELIMINARY AND <br />CONCEPTUAL ENGINEERING, IT SHALL NOT <br />BE USED FOR CONSTRUCTION PURPOSES, <br />SUBJECT TO CHANGE, <br /> <br />~ -~:~'~~~}-.-.~~.:f: <br />I <br />~~E~;~~~ <br /> <br />~'~~;;;~~C~~?;{~ <br />-.:'~..'~~' .''c;; <br />.,.":,%~.~ <br />'. --'--;:~~ <br />>--;.-----~ <br /> <br /><0, <br />, <br /> <br />'C" <br /> <br />-- <br /> <br />. ..I~~:~V...td.}'f~ '/ f. <br />_~1IF ..~~~.~.; ~...'.11'... '.~.l ......' f,.. <br /> <br />{;r ..__ '. . <br />u: .. . .. . _ I. n:~.._ -- <br />.......--=--, <br />=_ '" c...... ." <br />i' <br /> <br />-- ,-- <br />.I'u, <br />":',:: <br />t .' <br /> <br />. t" f- <br /> <br />... <br /> <br />".--.: L:" <br /> <br />1-:;.' ,'" ,. <br />. j--- ,.'. c --, t-::_--: <br />.. ... I.... .--- <br /> <br />-i'.:::: <br /> <br />'.__U 5635 <br />--:::-=: <br /> <br />~- <br /> <br />, '::Cf <br />-",,--I , <br /> <br />"'" <br /> <br />..Iu_ <br />, u <br /> <br />- ..;. <br />" .."1' <br />::, L,- <br /> <br />.:,; c..... <br /> <br />~'" <br />'" <br /> <br />--C__ __: <br /> <br />=-=:--... .:... <br /> <br />, <br />5630 <br /> <br />-- \ <br />, J <br /> <br />..... ..... I <br />.~ <br /> <br />I <br /> <br />" <br /> <br />.',-- <br /> <br />'- -:" <br /> <br />," <br /> <br />",. <br /> <br />5665 <br />-, <br /> <br />::--, <br />." <br /> <br />;: ........ t::. r=c <br />.... <br /> <br />5625 <br /> <br />....1. ' <br />......; <br />.-'-,',': <br />,C__, ":: <br /> <br />, <br /> <br />....... ...., c-=' L:__ <br />c.... <br /> <br />"".._-, <br /> <br />I ,,:--':- u '--..... <br />I -' <br /> <br />.I., <br />-t-- . <br />- <br />1-.-' '" . <br /> <br />, <br />--I <br /> <br />':1 -- <br /> <br />",." <br /> <br />, <br /> <br />'UI",' <br /> <br />::L, <br />"':::1\;:1" <br /> <br />,'+,. ',-- <br /> <br />-- ...- 1-- <br /> <br />CC= 5620 <br /> <br />1 <br /> <br />....~- .." +... ... + ... ..".. <br />".":- .. u ~"b,-- I, uW'" . .. <br />... ..." 11.. --t--- <br />L j . 1---, <br />,. ... --1" ~~__ I.... <br /> <br /> <br />i:t., -~ <br />~.E AT SSP sf! E' 1,: ::,: . . .::0;.". <br />H1 THE 80__ .... :--,_ --':"-'-e <br /> <br />L.....'_ FL -AT T " S -- - t::_ <br />L__._u -€A!M.:.:..:.. <br />. u. CAU E T SU F 'f- .~ 'u <br />- BE lffiH R T . ... t=... ... ... <br /> <br />I,: ;C l:= _:- t:, .. .~ ; <br />.-. .,"'.:=:-: :: .,," ~ <br />I l,: 855 <br /> <br />! <br />. <br />, <br />t' <br />I <br /> <br />.... <br />un. <br />- ',- <br /> <br />u, <br /> <br />...., ........ <br /> <br />"'" ., <br /> <br />Ct <br />n~ <br />::'~ <br />'t-", <br />,. 'I <br />"L. <br /> <br />- <br />5615 <br />-,- <br />I'" j - <br />-- :=-.- <br /> <br />.., ' <br /> <br />r" -'" ,- <br />, '-- <br /> <br />5655 <br /> <br />I ' <br /> <br />=- .._[,"'j..... <br /> <br />1'0...... <br /> <br />.-- <br /> <br />l <br /> <br />t= <br /> <br /> <br />--'--;- <br />-. <br /> <br />. <br /> <br />l . i'~ ::u . <br />-l. uu -+-_ _ _. u <br />i .--'~,.t ..... <br />'"-'.-f---- -- <br /> <br />- <br /> <br />"" <br />-'0; <br /> <br />,'. <br /> <br />-- j' <br /> <br />j-- <br /> <br />5650 .- <br />.-- ,. ............_~~- <br /> <br />- :~:- . -L _ .. <br /> <br />5610 <br /> <br />--r <br />,=:1'''=+'= =' <br /> <br />nl: . <br />'I ,-=-== ,,- LCL::=t,~: -.: l <br /> <br />"" <br /> <br />, <br /> <br />,- E':;' -, <br />5645~~- <br /> <br />! <br />-- - - _t:-:..~~u :~ u.. :'_ <br />_~ u : <br />ilL <br /> <br />5600 <br /> <br />j--- <br /> <br />'-,:- <br /> <br />,:: <br />" .'= <br /> <br />-, <br /> <br />GROUNDCDNTROL SURVEY BY' BELLSlIRVEYING CO.119771 <br />AERIAL PHDTOGRAPHY BY' SCHARF a ASSOc. INC. <br />rOPOGRAPHIC lUPPING BY BELL MAPPING CO <br />CONTOUR INTERVAL 2' PHOTO REVISED-MAY 1.1981 <br /> <br />OESIGNEO---->lMf'_.__DATE 6-82 <br />DRAWN LES O.&.TE _6-82 <br />CHECKED weT [WITE 7-82 <br />REVUlEO___D.&.TE_ <br /> <br />CITY OF GOLDEN a JEFFERSON COUNTY <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />WRIGHT.McLAUGHLlN <br />ENGINEERS <br /> <br />MAJOR DRAINAGEWAY PLANNING <br />CLEAR CREEK <br />YOUNGFIElO THRU GOLDEN <br /> <br />CLEAR CREEK <br />850+00 TO 900+00 <br /> <br />SHEET 2 <br />0' 7 <br /> <br />z4z0ALCQTT BT..~n <br />oEtlvER. COLORADO Bozll <br />