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t Low Flow Channel ~_,', ~Q~/i,..,X , I ~i:If/ , ~_~\::.c - , " .~ 'L::::,,'Q =' V/;--:~'):;:i_' " t!~ <fl' n~:." ( :3 '-_ -.J:3 _ =- "".~ ___ 'S~ , 5to.995+00 to Sto 1000+00 ""," -', '<)! Sm_ 940+00 to Sto_ 995+00 II '21' I ~ --~ ~ -1: ", - , Design Discharge - 2,400cfs .1<.', :O'_'-'~/.. 0","" DeSign Discharge 3,400cfs u_.u..::_.~_ :,", ::,<~ '. --,~, ~.,. ~ iiif,p. --- ~U~i~ J /' ~ ___ ::<;///'l / PIQtn ',>. - - _~ '/ ~./ - ~- ~~, .',':." (\ > -;;- // / '~"" ; "....~~ l\l< ..,J- ~ ~j,,~,.,~~..~;,. /': ",..,~:;"~i /'J;:'~;::'"- "_ :ii"?:" ~~"-~I:,~ .'" "".~'- ~\ -S- /2 '. ,) -%L~ "~~'~J~~~~-__~ ~ :~'?5>:;~~?~t '~~=~=~i:: ~~#~~~~~~-~.~.~~,..::_) ,,/ / ~/( "'. , ~ ":',\ ' /~~XY"': '.(~,,:,.' -~,-- x" L -~;' 'J/, "\:" ~F"\' ' ~ct:o.. y~,c , /, ,,-' '.. ,-. ~' :k'~"/';~;:C::"'" . . '," _'-c-"., ': ""'-S:' ~J' ;/.:/ . A~' , .1 \. ~\!1IG- _ Slon ~Oj .,;-......~ .'. ~-/. IJ~'/1~1 _~~ - ~x ~~ceseory^or \ "foe --- ~~'" \" ~ I i/R ~~ k0~ "":J.)~_- ' _, ,'IPi \ .~--'~, Dl\-t f{~:;(' ~."l1ioo ~ ' ". f '~0 ',~,~ .' .>0' 1A'~' " ',(9~" ~'"'C ",'" .~.<> k :j'(~ &~ \," ~~' i :-.;.,' '- " Y." , .' . 9!jj,,~, J'~~:I'-~:~ i,' .' ,", "," """')" , / ',\ 11 "~'S\' ,~"~,\, ' ,",p,"" _. / "c" ,~, /;" ,) " , " 'l' if /' ,-\ IOOYear Flood Plain' ~,1~ d C ""'~ di. '" - -X J. EroSion "," ,~ 'v " \ I ;t~ _, ,.. 'k:,,"' ",00) r.:~' ~ ' ,< y, '" \ -, /et> -<..., Co Crete- x ~8'6an / \' /0 ~~ " f/;"o" " (/ ., ;Y" \ " . .". ,'-~" '",'S.." . 'L ,. . ~~c""'~ 5 ""''''':;1' \' "(:-,'\ ",; .' ;' d / - 21"Soho- ." '\ / ~ <'\-:---~ f:;;.~ ~"r(C: Ero$lon ,\':' " " \ / __ -_ -1--,,' Sewer ------"" /:,j u.' I __" ,,.,< '( ~ ~=:< Control / '1 , ~I\\' (, '-"~'" \, ~. " :~'-c'~ ;~,_i'\.'.'::. ,. .7,_1 - ' , ,_~ '... i, CR(El( '~' >","...iz],~' ~ ., 4 ~!llfS!!5 8 yt <---=""_ ~~:!po-'leai~PkIiA l.)lIIIt,:::-J;:lustlng Channel Condi s - =- - --~-,,--~-_ >;:"t> 1))',' p;y'/,' ., ~\\, c""..,,,, ".Z . -..~.... ~.. . "'~ -'-' , '0 ' ~': ;,',\\ ,\',,\~:;'~,." :<0; _'" ~",~, ,/ :;;/,\/ ~;- ---:: =~~" ~o-~-<r Flood Plaln'l.lmlt~ lm~ ChCll'lnel C~J\$-~ ", - - - ~ _~;:;~............_-_.:......::::~-::.",=___ "'-$='-:-_-~~J/\ / \.;~>~,',>"_ -.... ~<" ".. ,::::"7"2.- ~ ~ ~e:t:~.. ~/ 0",/ / -:::. ~<~~>" " " \ \ -"'-_____~/<_ _ '.~..., " _ ~ '_ -=- -:---.'" r _~~_ ) I ",!:::~ <~<f':\'<<' LQ~tbLi__, ,... / 0 ~<:.~ : : " -' __ '. --_/ '_"'''~-__'' 'PiOf_ . ""...." " \,:,:~\:~~::"~~...l ;~-;'~~;0'" r-~ ~~o::a'e4.o_nrood--D.J:!~_ (n~(dge I ~_ ,,~~\ \, _ _ __~___ ,,- ~ '"- ~___~ "'; - -- ____,,"'- ~I ~nance" .eSlo,n" Ea88em:;rlde ":''''~~::'''>lY,/ , .."'"~, ""I",'''........".., ill I' ~ (0\'- ~0,.,'< 'I fr::S"J / /'-oc::" - ~ .- oP "'. ~,>~ ~r- -due-_tQ:~!Jb11lfi:::~U!e.-/ 1/) I "\ <--...\--.... "~IV\\ -//~~ - ~- 2::' ~~ ~ -:.~ .."::::______....-----::- /~'/ I/J ./^', /.// .... / 0 ..~::"__'n.-~ '" .". ~ ',", I STRUCTURE IMPROVEMENTS lOCATION Wadsworth Boulevard " " NOTE' This drawinQ it. Q moater planninQ sheel repreuntinQ preuminary and conceptual qin..ring, It shall not be uMdfor conatructian ptlrpoMl. TYPE OF IMPROVEMENT ROADWA.Y ELEVATION 5325.0 (Ft.) AT CULVERT BRIDGE OPENING AREA. (Ft.2) lOW CHORD ELEVATION (Ft.) INVERT ELEVATION (Ft.) NATURAL CHANNEL ELEVATION (Ft.) =' 5330 5320 5310 5300 5290 GROUND CONTROL SURVEY AERIAL PHOTOGRAPHY BY: TOPOGRAPHIC MAPPING BY: CONTOUR INTERVAL Replllcewl2-9'xI6 bolleul.....ts wi imp:"ChoIVlel.'~, rocJdwaytaEl.~ 288 5323.0 5314.0 5316.2 t. Channel 100 Year Water Surface =:::::: Sta. 940+00 ta Sla.IOOO+OO TYPICAL EXISTING CHA~NEL CROS~ SEpTION Scales,Hcrlz.- ? : Vert.- q ~' 1000+00 '00' HI :jjtj ~ .. II " ~~ ~II~~ C' I uc !$f !~r~,.. ~~IST""""<i~ I~ r\ ~. 3084 "'= . '"- I' \..~};..''" ~,.f-' ".!~.?.;,?:. SCALE '00' 200 , , "" I 5330 5320 5310 I-'I~ ,=-"",,',/,--'- 5300 ! 52sd 940+00 SHEET NO, 200F22 ,~",~.", II ~' ~ ~ II II k~~"" ',~",?[', '=~lI'": "..~ ! ,1t(l-~~,.g, ~ '.\ I I ~ ,~ ~ ,dJ:r.;"..~.",. . f- c,zl"" -. -- ~ ~ . I' r:=. J!C'.., ,.." .., , 'L 1-'-- rn ,~IC: I:: i... _ "'" h.. '" ,'( ',"" , 1,1-- 1 'C'- I - E' . r-- ~' ~ I "',. ~ ' , t- .- 1 l- 'C "',...' , .. ,,'-= , I -- , .- n.=. '., , nC'-.- ."C":" r' -- - ",.' , " , 970+ 00 990+00 980+00 960+00 950+00 BY, KUCERA a ASSOCIATES INC. KUCERA a ASSOCIATES INC. KUCERA 8. ASSOCIATES INC. 2' OATE FLOWN ~:> 72 DESIGNED: OT.8 OJ L DRAWN' L.LU CHECKED: nT!': I(R\AI REVISED. LLU 2_19_73 2-2073 2_27_73 3 1-73 ENGINEER' WRIGHT -MCLAUGHLIN - DATE' DATE: DATE: '''' URBAN DRAINAGE CITY of WESTMINSTER AND FLOOD CONTROL DISTRICT ADAMS and JEFFERSON COUNTIES PRELIMINARY DESIGN CREEK STA, 940+00 to STA,IOOO+ 00 ENGINEERS ".... BIG DRY