<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 />
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<br />Ii, ~~I ,..,'~::1>ttC:C~=2: Imp.....'O';~~L~..~~~'-':~~""..:..::.:~-=- ,'.. ~,~::. 'Y~' .. If' \k::420~0[Sta"<^^ ,.".",....
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<br />; /' ' ))Jf~~~=;;.~~o=..:.-_.-..(~:::~_~:.a..~":=~~11""'~1 //~~,'~J~Yf'/;j!'ia.:?J: . -V>"",t~~t/ =~5~"_ '1,_
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<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 />
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<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 />
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<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
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<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 />
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