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<br />5100
<br />5090 5090
<br />5080 5080
<br />5070 5010
<br />5060 508t)
<br />
<br />LOCATION
<br />
<br />STRUCTURE IMPROVEMENTS
<br />York St. LOCATION
<br />
<br />1~6fh Avenue
<br />
<br />TYPE OF ''''. TYPE OF epocew
<br />bri~ew/epeciol brlQge w channel
<br />IMPROVEMENT low oW~el'roise IhtPRO\IEMENT lrrps" straightenS
<br /> ~1:Iy. .... e~::' 5<3~~~O to
<br /> ,.
<br />ROADWAY ROADWAY
<br />ELEVATION (Ft) 5090.7 ELEVATION (Ft.) 5083.6
<br />OVER BRIDGE OVER BRIDGE
<br />BRIDGE BRIDGE
<br />OPENING 1017 OPENING 1006
<br />AREA (Ft.l) AREA (Ft,l)
<br />LOW CHORD LOW CHORD
<br />ELEVATION 50~~" ELEVATION oon"
<br />(Ft.) (Ft.)
<br />INVERT INVERT
<br />ELEVATION ~08t.! ELEVATION 5074.2
<br />(Ft.) (Ff.)
<br />NATURAL NATURAL
<br />CHANNEL 15082.3 CHANNEL 5075.8
<br />ELEVATION (Ft.) ELEVATION (Ft.)
<br />
<br />!:.
<br />~
<br />-;;h t Low Flow Channel
<br />~~ I
<br />J~l, Rocd 71.
<br />'="-.::;l~'-
<br />· "[ , ~6~: -30' --- "
<br />TYPICAL IMPROVED CHANNEL CROSS SECTION -
<br />Sta, 146+40 fo 150+ 40
<br />Sfa 164 +00 to 167+00
<br />
<br />
<br />180+00
<br />
<br />GROlJolD CONTROL SURVEY
<br />AERIAL PHOTOGRAPHY BY:
<br />TOPOGRAPHIC MAPPING BY:
<br />CONTOUR INTERVAL 2'
<br />
<br />BY: KIJCERA a ASSOCIATES INC.
<br />KUCERA 6 ASSOCIATES INC
<br />KUCERA 6 ASSOCIATES INC
<br />DATE FLOWN 4,24 72
<br />
<br />""'l."
<br />
<br />t Channel
<br />
<br />~
<br />,
<br />
<br />Sfo.120+00ta Sfa.160+00
<br />
<br />100 Year Water S...faee
<br />
<br />NOTE' This drawing ie a rnoster ......
<br />-....--,.......-
<br />........ing. It Ihlilnot be.-d far
<br />conatruc:tiDn purpoMI.
<br />
<br />.
<br />
<br />\'ZC..
<br />,~
<br />
<br />
<br />~.::::c-~4>
<br />--:""':~--,~/,
<br />~;;-?~:;-~-----,://
<br />
<br />,"
<br />
<br />~"""'" /$l<'
<br />_~_~~,~,~-Ex.tllg--~C~- <~'/ >".,3,~':></'-_______ "'0
<br />"""--J.. t:>,', . _, /I_'P~. ,.( -'::.________=,',',',
<br />.. "'~.>~<j " -, .. ,/d!'-o~tJ~ ~m_
<br />:-~l{<,,~l"'."" ~"
<br />,'" ~ J"J,., m'''''A''!'y~'
<br />~J~~~__"/--- -"~ "~ '>f ~~~~i,~~~Z<':~\; , _' _
<br />'lIOO'Yeclr F1ood:~,:.urnit-
<br />, , ",}::.-,{.
<br />
<br />-',!
<br />------..._~
<br />
<br />"""
<br />
<br />,',,'"
<br />
<br />TYPICAL EXISTING CHAf':INELo CRO~S SE1l5JION 2f
<br />_ Scales: ~~t.l:,,:: 0 5' Ill; \~" ~ '1",' \
<br />, '- ' .. ,-' .......... ^"
<br />/..,,\ - '" -~~ ~------..~--_/ <.--;::::
<br />,,~!:p~r:~n~~'~h~~~~4 \ - ----=- >-- ~>-
<br />Itnp""m,""-~ \"" '~mm~,i?~,/( ~ -.
<br />Roat}Crlferl IS 5
<br />,"'"
<br />f'''
<br />\~
<br />Improved Cl)(lnnel CondltlO~1
<br />
<br />
<br />,,:,"
<br />
<br />;'-,/' ,
<br />
<br />-_/-
<br />
<br />-,","
<br />
<br />^'
<br />
<br />,,:,'
<br />
<br />:',.' ~",'...
<br />
<br />
<br />---_/"
<br />
<br />...'
<br />
<br />.',,,,,
<br />
<br />j
<br />
<br />...'
<br />
<br />'_ 81a':'120+ 00
<br />: """" 0;......
<br />Malt. ~ity lOOyr
<br />
<br />.0:,.
<br />
<br />to St~. 146+ 00
<br />=flIOO cb
<br />=10.0 fpt;
<br />
<br />.---:-......-
<br />
<br />,~,,, I ~-'
<br />.' 'r;i"
<br />/'--, /@Xfend El'~. of 8t>76.4
<br />.' ~/ /f1jto the south and east for
<br />/ / g ~t[rition/of Flood Plain.
<br />
<br />SCALE
<br />o 100' 20d
<br />1 ' ,
<br />
<br />"'"
<br />I
<br />
<br />
<br />
<br />
<br />
<br />
<br />170+00
<br />
<br />160.00
<br />
<br />150+00
<br />
<br />140+00
<br />
<br />130+00
<br />
<br />120.00
<br />
<br />DESlGNED,O:IS, OJL
<br />DRAWN' LLU, MEM
<br />CHECKED: D.TS KRW
<br />REVISED' L.I_1J
<br />
<br />ENGINEER'
<br />WRIGHT - MCLAUGHLIN
<br />-
<br />
<br />DATE' 2-10-73
<br />DATE' 2 I:> 73
<br />DATE, 2_24_73
<br />DATE: 2 27 73
<br />
<br />URBAN DRAINAGE
<br />CITY of WESTMINSTER
<br />
<br />AND
<br />
<br />FLOOD CONTROL DISTRICT
<br />
<br />DESIGN
<br />
<br />PRELIMINARY
<br />
<br />to STA. 180+00
<br />
<br />SHEET NO,
<br />..2. OF 22
<br />
<br />STA, 120+00
<br />
<br />ENGINEERS
<br />,-
<br />
<br />BIG DRY
<br />
<br />CREEK
<br />
<br />ADAMS and JEFFERSON COUNTIES
<br />
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