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<br />LOCATION <br /> <br />TYPE OF <br />IMPROVEMENT <br /> <br />ROADWAY <br />ELEVATION(F1.} <br />OVER BRIDGE <br /> <br />BRIDGE <br />OPENING <br />AREA (Ft.2) <br />LOW CHORD <br />ELEVATION <br />(Ft.) <br /> <br />INVERT <br />ELEVATION <br />(Ft.) <br />NATURAL <br />CHANNEL <br />ELEVATION (FI.) <br /> <br />5180 <br /> <br />5,70 <br /> <br />5160 <br /> <br />5150 <br /> <br />5140 <br /> <br />STRUCTURE IMPROVEMENTS <br />HURON LOCATION <br />STREET <br /> <br />New 170 bridge wI <br />Jmpl1Mld dlannel, <br />alee roadway 10 <br />Elev. 5170.7 <br /> <br />TYPE OF <br />IMPROVEMENT <br /> <br />5171.7 <br /> <br />ROADWAY <br />ELEVATION(FI.) <br />OVER BRIDGE <br />BRIDGE <br />OPENING <br />AREA (FI.2) <br /> <br />1620 <br /> <br />5168.7 <br /> <br />LOW CHORD <br />ELEVATION <br />(Ft.) <br /> <br />5158.4 <br /> <br />INVERT <br />ELEVATION <br />(ft.) <br />NATURAL <br />CHANNEL <br />ELEVATION (ft.) <br /> <br />~1~9.0 <br /> <br />470.00 <br /> <br />6flOlN) CONTROL SURVEY BY' <br />.....L PHOTOGflAPHY BY' <br />TOPOGflAPHIC MAPPING BY' <br />CONTOUR INTERVAL Z <br /> <br />KUCERA a ASSOCIATES INC. <br />KUCERA a ASSOCIATES INC, <br />KUCERA a #'SSOCIATES INC. <br />DATE FLOWN 5-1-72. <br /> <br />1-25 <br /> <br />'1-., <br /> <br />t. Channel <br />I <br />! <br /> <br />/ <br /> <br />NOTE' TIIiI drawing ia a moatw ...... <br />shNI ....esenting p"'~minar)' and c~ <br />engineering. II ahall not be wed far <br />COOlllruction purposes. <br /> <br />,~ <br /> <br />, v <br />,'Ii <br />0/t.1 'f- ' <br />L/- ~ , "-'''-'_ _-.-- \" , '--..'.. <br /> <br />~ 3 ,-~~~o;==-~-., -'. ~..~:~--== =T~~~~_~~~~:~G ~m~~E CR~5SJ~':N , <br /> <br />-~y / '- -_ - _ /" -" " ...,>o:~' - "-- CAI')IAl ,"'.. ...,:~' /-,~. -"<:::,:,,!-,.!~_., <br />//-J<.,;:------.:::-=------=--------=~-,"" ~".~"""~( :(.</- --"'~-, . <br />~~~-m07 --:=----~= - ~, '-..:=~<.<:.... --Iec;-::-F;;--go~~;~...~::t:--"-"~::s~~~~~~/.>,f / <br />-,~ :: :~~;'?"'f'~<- -. ..c - ~ <br />-- -- " /~ .-----. _ ...~~-i>;: -...' =~>c.:c~; " "",'"., ',' <br />f~~~... .-----' ~-- _~~_..<~-:c: _0::-' " --::- '>~/,. ,. / <br />~- /...~ ,,' 1"" ~, / -" . , <br />.... / ,,:,' \ I~. <br />'0,;r01.,,;f~og.t~'5""'" ~\.._"-c::~-,,/ r' X~y ~(,.1)'\!,... '. '''., 1'"' .',( '~', / /.' . <br /> <br />.~ 'it~~~' / <;~ - ."' ~-:;). ,..;,~.., ~:~.0P~L~j: ';:"cJ,~\,'Cj .}?!~ .~~..~ ~\( / ""/ / <br /><: i.""'Q/~~ ::"'I"~i~~l'~;; "., /5)"' I. ~ 1'-'';', ... ..' .'~e.o..~.. . .../.. <br />- ;~/!k.~jJJ,'ENT /1 ,-~-"-\ - ~ / '1 --- -'- -- Z - ~~ '. ~~> -, .'tf.~ <br />........ '/,' ';;~i#t .."" ?i::::;_ E --- ,," ,-,,- ;"" -"G"cfbiOn )j/" <br />~:P "j 1,/. LIT'::.' .~"~,ro~tiP~ ~I.>');'~' '\. '/ ' '. ._E.O"M .,," ,)~ :-, ',,,' ~ . <br />. ~ -'-~"-... ~ '\"C -. I> ":;\ :'isj'\~~1 '-IFJ'..: ,.' <br />l"'), '.. ___' _ _ ~. p;, I0"'~P~~I:-(;(") (... ~. t~\;,CO~::;:':'7 ~ I' ..-'-' )~ ',"."'''':.' ~/. j <br />_ _ \...... "'1 ,- , \ "" Confrols ,''''" f':":-'" ~::- - 'i ~/; ~,..' _\ ' \:,Er~on -.,. <br />I ? \ ~ sl~~ ---- "'-8 "_. "< ' t'" ~ /' '-.-~ --- ~ -...'-, ~ r ton of -, .' .-~ <br />if", '-. ;'-'::T--:-';;~- ,.."001>0>--':::" _ .. '. '\ " tll'..c I ~' .': .r/ '~/ <br />!__ ~Sc-n. -- -7 _ -- 'v/ \ ~v. j '-i1;.'1 --- 'Ir <br />_, :'0.~ .'" ,_.~~..... _ ... '- '." '\" c.. 10.0 ", 0 <br />::=Cc::J ",,'<:c. -',__ _ . '_ . ,- -'-., --, .. m '_ '."" '.. lei, '. :" 0 <br />- <br />. <br /> <br /> <br />Ii, ~~I ,..,'~::1>ttC:C~=2: Imp.....'O';~~L~..~~~'-':~~""..:..::.:~-=- ,'.. ~,~::. 'Y~' .. If' \k::420~0[Sta"<^^ ,.".",.... <br />,~ ~ ,.... ;:-____ -___' I ~~,. OIOSIoc4G .-' ""h"/ c .n_o.......11 ~.QO_"'_./ <br />; /' ' ))Jf~~~=;;.~~o=..:.-_.-..(~:::~_~:.a..~":=~~11""'~1 //~~,'~J~Yf'/;j!'ia.:?J: . -V>"",t~~t/ =~5~"_ '1,_ <br />~ '" </: /W;;~'\: //~-=-~---=-____~ -.:::__________~~,~-....::-:-~:::::- --- -<:Y///?~,ll;1 ~/#' \ ,~ - <br />-- <br />,~~.~ <br /> <br />, ", m m. <br />'~ <br /> <br />100 Yeor Water Surface <br /> <br />~" <br /> <br />"'~' <br />Ste. 420+00 to 454 + 00 <br /> <br />1~9Ki8tDridg88. <br />~.iIl'lP'OVid9kJw <br />f'KM'chan.,P'OYide <br />ktwnstm.ttropprot. <br /> <br />,...-\/ St<I 4~+OO .. Sta 470+00 / <br />_ -\--- - --- 4-,,_ De8~-.E~harge -10,909 cfj / <br />; /-=-.-~~-I_V.I,.,:~C-~4r IL; <br /> <br />"..~- -- -- <br /> <br />5163.4 <br /> <br />800 <br /> <br />5160.2 <br /> <br />5148:5 <br /> <br />5148.5 <br /> <br />...."..... <br /> <br />~_-=~:;\ r"r <br />S;;;J7)1~~.__ <br />~r&.."_-:;"" <br /> <br />n.' <br /> <br />.'.~~. <br />I <br /> <br />OE:SIGNEO O.T-S. OJ.L. DATE' <br />DRAWN' L.L.U DATE' <br />CHECKED' f"lT1; KRW DATE' <br />REVISED' M.E.M DATE <br /> <br />Z-I~-7:3 <br />2_14_73 <br />2-26-73 <br />Z-Z873 <br /> <br />. <br />/, <br />"rf,r <br />-/ I, <br />'~i <br />/-' i <br />f L~ FI~ Ch"",.1 /l,U <br />t ~/!'* <br />1______ 71 ____II i'~ <br />I~ , ~ ~I ,-aI' <br />~'~'\'Ol~ <br />;3 ~ 3 foot Pafh Through Bridge \' t},+;' , <br />I "60' ~\q\ <br />TYPICAL IMPROVED CHANNEL / k.-/.' <br />Sta. 460+0010 Sta. 467+00 ~ ",I <br />~ <br />3. <br /> <br />/ <br /> <br />! <br /> <br />.f <br /> <br />: <br />. <br /> <br />. <br /> <br />~-~ '0_. <br /> <br />, <br /> <br />, <br />.. <br />" <br /> <br />-- <br />-- <br />, <br /> <br />~-~"../ <br /> <br />, I <br /> <br />r' / <br /> <br />.- <br />//-~-~roo<fllllllY"to be <br />///{ocated roadand,tfI()f <br /><<f'brid <br />", ! \ (-- <br />,) ;/ '-'.!:;U' <br />",.,. ( // (--....., <br />. I /~.. / , 12" tar <br />CI"! :.. .~j~~ <br />' j Provide -foolJXIIh <br />j / tllfough "fiiIge <br />b.ns4ion;>-t.-O..fUII ~ <br />,""do/~~ <br />Vi,.' <br /> <br />,,.. <br /> <br />o <br />I <br /> <br />__ .. c-, <br /> <br />~ <br /> <br />n <br /> <br />~ <br /> <br />- <br /> <br />~' <br /> <br />.JI <br /> <br />==FC= =~ . <br /> <br />~ <br /> <br />.rc' <br /> <br />, <br /> <br />~ <br /> <br />18 <br /> <br />~ <br /> <br />~~, <br /> <br />I:', <br /> <br />:cc <br /> <br />= = <br /> <br />- <br /> <br />=:c", <br /> <br />If <br /> <br />',r-= <br /> <br />,,- <br /> <br />~ <br /> <br />-' <br /> <br />.": <br />"" _m , <br />n,,':, <br /> <br />-= ~,--, "--' <br /> <br />= 'n' <br /> <br />~ <br /> <br />': <br /> <br />,'.',', <br /> <br />I'll <br /> <br />:,::' <br /> <br />"..', <br /> <br />= <br /> <br />': <br /> <br />460..00 <br /> <br />u <br />:. <br />43Ot00 <br /> <br />420.00 <br /> <br />450..00 <br /> <br />440..00 <br /> <br />ENGINEER' <br />WRIGHT -MCLAUGHLIN <br />- <br /> <br />PRELIMINARY DESIGN <br /> <br />AND FLOOD CONTROL DISTRICT <br /> <br />URBAN DRAINAGE <br /> <br />STA, 420.00 10 STA, 470.00 <br /> <br />ENGINEERS <br />- <br /> <br />BIG DRY CREEK <br /> <br />CITY of WESTMINSTER <br /> <br />ADAMS cnd JEfFERSON COUNTIES <br /> <br />SCALE <br />KlO 200 <br />, <br /> <br />e~rllr"r'1 <br />~~IIT~~ ~ <br />. .... <br />, ~ <br />:* 3084 : <br />. ~ .' <br />. ,$ . <br />~~ M (to.<w-. ~~i <br />...~...~::. . <br /> <br />"'" <br />I <br /> <br />5180 <br /> <br />5170 <br /> <br />5160 <br /> <br />5150 <br /> <br />5140 <br /> <br />Sl€ET NO. <br />II OF 22 <br />