<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 />
|