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<br />- <br /> <br />10' <br /> <br />~ <br />asr.m <br /> <br />--. <br /> <br />TyPICAL FL.OW GUIDE CROSS SECTION <br /> <br />/ <br />/ <br />Elltencl elevation of 5075.6 <br />to North and We:at fOr d1Jftni. <br />of Flood Plain. <br /> <br />I <br />/~/) <br /> <br />/ <br />/ <br /> <br />i' <br /> <br />///~ /// <br />/ <br />// <br /> <br />l <br /> <br />I' <br /> <br />r:'7"'~~~' .. <br />\J \\ I ~ <br />I'~\"~ \ <br />f-\ ,//.'~-"I ts'ISideelOoes <br />! ,_-\,. / S::SI \ <br />" ~>,,~II <br />J'~ !K <br /> <br />I' <br /> <br />" ,,/ <br /> <br />/'- <br />/ <br /> <br />/// /~--- <br />/ <br />( <br /> <br />( <br />! <br />I / <br />i I, <br />/ /,' /: / / i <br />.6. /' / i! ! <br />/'i+/- )6Oy.6r/F~/'~ Lim <br />II,' / / \ \, <br />'11''----.' \ \ <br />I J \, \ <br />/ ,I \ '. <br />/ ! , " <br />I / l;, I <br />, j <br /> <br />J/ <br /> <br />{ <br /> <br />/ <br /> <br />/ 'i',:" <br />/ /_~i <br />/ I 'I <br />( ! ,', <br />, I ) <br />( , <br />) \,' <br /> <br />,./ (--- <br /> <br />l <br /> <br />......, CONTROL SUlV'Y BY, KuCERA . ASSOCIATES INC. DESIGNED. nil nT~ DATE' "_1:>_73 ENGINEER. <br />AERIAL _PHY BY' KUCERA . ASSOaAl~ IN.... DRAWN' I III MFM DATE' :>_12_73 WRIGHT-MCLAUGHLIN ENGINEERS <br />""""""PH< MAPPING 8Y' KUCERA . ASSQC1AII:.l:l IN!", CHECKED: f'lTS KIlW DATE' 2-24-73 - ,- <br />""'TOUl INTERVAL " DATE FLOWN '4-2.4-72 REVISED MFM cm 2-26-73 <br /> <br />i <br />, <br />..I <br /> <br />-' <br /> <br />----', <br /> <br />-"'---', <br /> <br />" <br />, <br />, <br />\ <br /> <br />"'. <br /> <br />-......,.,., <br /> <br />, <br />" <br /> <br />,.,"'., <br /> <br />, " \ <br />'nde{erminlJt~\she'~l,Aow \ <br />, This '4rea-E",f.ting ConditJo,ns <br />" ',' <br />\, \ \ \ <br />(' \ ' <br /> <br />_.~~-\\ -~<:--_..\ <br /> <br />~c <br /> <br />, <br />) ; <br />000 ch over'flow <br />,(Iuringdesign sform <br />,1// ,l " <br />'t,/ C <br />.( <br /> <br />~ <br />, <br /> <br />'1 <br />, <br /> <br />I <br />/ <br />'; <br /> <br /><" <br />,; <br /> <br />! <br />! <br /> <br />/ <br />( <br />/ <br /> <br />.. j\' <br /><i....~; <br />, <br />, <br />/ <br /> <br />, !; ;' <br />ArerJ' bet+~e~/~.,iR.R,/~lJri~kme~t>an <br />CJ'Orodo ,'Bly&. ;16 b,ilefY untouene or <br />"':: -Un _9:~_-9y'~Jf._}Im8~llCr,_~an , <br />.,,/ .--// / / ./ <br />, ,// <br />---,,/' /' ,- <br />/' / ,- <br />/ <br /> <br />'j'"j <br />! Ii <br />, , <br />,I; <br /> <br />/' <br /> <br /> I / .~ <br /> i ! ,/ <br />j J / / <br />.. ! <br /> T' ! <br /> + <br /> I ) " <br />\ ; f <br />., 'I <br />~- ! \: j <br />-, <br />I <br /> <br />\ <br />\ <br />\ <br />\ <br /> <br />--~. <br /> <br />-~'---<='F~, <br /> <br />(" <br /> <br />':, ' '-~J <br />\ ,I ./;// ___-'"j <br />.j* /,C'--. J/ <br />- !:;~;::7, ',Jr: I;' . <br />!j/(/ / ~c5J! <br />. ,,7~,--\t If) <br />'" ':/~~ ~ ",\ "\)V' <br />',:!/f"i :..'\ )) ;' / ,-' /' <br />(:N, , \1 'j/ / <br />',.'if i / /' ;'r-; <br />\/.~;;./ J}.r ;jJ---J;, <br />/f/ /:-;.'/ '--rj~ " <br />:,NY /'/ 1_ -'" I t:. " <br />\ '-" ,(<i'.,.,/' \, <br />/) ) f - -' . <br />/;/;--,//-, \... <br />( ,.'./" ",.1 ) <br />....... - '/ <br /> <br />"'1T <br />)1t,' ,J'" <br /> <br />.. <br />, <br />, <br /> <br />(' <br /> <br />( <br /> <br />!~/-/~ <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br />CITY 01 WESTMINSTER ADAMS and JEFFERSON COUNTIES <br /> <br />.) <br />... <br /> <br />'\ <br /> <br />+ <br /> <br />.( <br /> <br /><' <br /> <br />PRELIMINARY DESIGN <br /> <br />BIG DRY CREEK <br /> <br />NOTE" T1W~ ill a 1I'IGItw..... <br />..... rtpr.-;ttna prllirninaty aM ...... <br />engineering. It IlhaII naI be .... fer <br />conItruction pl.lfpoML <br /> <br />NCJTE: Bridge on County Line Rcpd <br />hyll!raulically adequate Bridge repltlcement <br />,__, foe-.Hattie purpo~es to have 8a~e <br />--- I hhyslccll properties. <br />!C/~-'" - <br />\ ~- / <br />',) '......./ <br /> <br />-=/ <br /> <br />11_// <br /> <br />STA. 0+00 <br /> <br />..../ <br /> <br />! C,"dV <br />. I "tJ <br />j <br />"\' <br /> <br />..... <br /> <br />OVEMENTS <br />COlMY LIE <br />'IlOAD <br /> <br />TYPE OF c:t!cInneI bridljlll wi <br />IMPROVEME:NT <br />lmpo._._.I. <br /> <br />ROADWAY <br />ELEVATION(Ftl MJ41.8 <br />dV!R ~RIOGE <br />BRIDGE <br />OPENING 333 <br />AREA (Ft.l) <br />LOW CHORD <br />ELEVATION 5039.8 <br />(Ft.) <br />INVERT <br />E LEVAnON 5032.4 <br />(Ft.) <br />NATURAL <br />CHANNEL 5032.4 <br />ELEVATION (Yt.) <br /> <br />to STA. 40.00 <br /> <br /> <br />SCALE <br />d 1OO!t)d 400 <br />I " I <br /> <br />SlEET NO, <br />.2. OF li <br />