|
<br />o:::.Jl 1------;,6' ==-=-==l.iw-=-Ao~-a;ciiileT~~='----
<br />
<br />TYP~CCI Spur Di:e e- _1'3 M 3 ____J1
<br />Foot Path 21
<br />Through Bridge 180'
<br />'160th Avenue
<br />TYPICAL CHANNEL CROSS SECTION WITH SPUR DIKES
<br />
<br />, ,
<br />1;--- Sto 70*-00 - to Sto. 120.00-
<br />D8sign Dischal'\1e _12,100 cf1;
<br />MoX...v,~ity t1Ooyr,.,.~~ ~.i;fr - fpa
<br />~end.Elev6f ~7~.~/-. / -,
<br />to soufh ftJrdefll].ltfwr'of
<br />Aood PIoi'l....-/:/.
<br />\_---, \ .' ~/ / -
<br />100 Year -F16o_d..Jtllrirn,.iffljt~:-:-"-1mprOVed Chlnlel
<br />::./[~ ~:;,,~-:c
<br />~"""~,~-
<br />
<br />
<br />/_'It
<br />-
<br />
<br />/
<br />
<br />.-,~
<br />
<br />.//
<br />lc -' / -' /'
<br />,', -' / / /
<br />(:-./ ../' ,/' .//
<br />
<br />/);_~1.Ex~:~~/rd~:
<br />
<br />~ ./
<br />F //
<br />/'.J --... /
<br />
<br />~ i--c--_ ,./' .-
<br />) \ ~
<br />'/~\,
<br />., "'~,/
<br />\~,:'DR',!,~_ \:.:~:_.. ~oncrete
<br />n_.--"':._~t. " Erosio.I)...
<br />'-<"'~' ;,,-_~>~--Cofi!tOl
<br />\.'---,;:::::,:~-",o~
<br />
<br />/
<br />
<br />,--. \ n \ \ ,-) J'/I//,/
<br />See sheet, 20nd 3 lor I'V--J I, _~ j;;;.J)jl!
<br />Flood Plcln In this or~ ,) /;ff:< I
<br />- . > 'K: " \,
<br />Y.",,-, \J~"\'
<br />\.~ r/- \~ __/r-:~_~'~~,-\
<br />II?> ~:'~~'.-.<\, ',-----
<br />
<br />'_.~- /~~~J
<br />/ \~ ) -)<, ~,'
<br />.-- / ,\'------- / \
<br />St~. 60+00 to '\:Shi. 70+QO '
<br />DesilJl Discballte =I4f')ClO:f. : \ )
<br />Max. Velocity 100 yr. .~. 5.5 'ps ) j
<br />'i, /
<br />.-l ;;11
<br />
<br />~oncf-~te .;' i i
<br />
<br />t;::~:~ / (\
<br />c~
<br />
<br />
<br />NOTE' This drawinQ lIS tI rna.. ........
<br />,hMt ~presenting pr,liminary and coraplual
<br />qlneering. It ahall nut be uNd far
<br />conltruction purpalft.
<br />
<br />!!
<br />
<br />.-
<br />
<br />STRUCTURE IMPROVEMENTS
<br />
<br />LOCATION 160th Avenue
<br />TYPE OF ReplacewlltJU
<br />IMPROVEMENT bridge w/ehann!!1
<br />'mprClllementsrlJlse
<br /> aadwyEl5075.0
<br />ROADWAY
<br />ELEVATION (Ft.) 5075.2
<br />OVER BRIDGE
<br />BRIDGE
<br />OPENING 1875
<br />AREA (Ft.2)
<br />LOW CHORD
<br />ELEVATION 5073.2
<br />(Ft.l
<br />INVERT
<br />ELEVATION 5062.3
<br />(Ft.)
<br />NATURAL
<br />CHANNEL 5062.3
<br />ELEVATION (Ft.l
<br />
<br />".
<br />
<br />.-.
<br />
<br />/
<br />
<br />/
<br />I
<br />/
<br />
<br />~/-.-.,
<br />
<br />-""
<br />~,
<br />
<br />',,-
<br />
<br />,--
<br />
<br />....... ;><
<br />
<br />6:mp~;' Rock RiR~oP
<br />Provide f.9,ot Po,th
<br />-'-'.-.,,~nrOUqh' Bridge"
<br />
<br />,-.
<br />
<br /><-::'-
<br />
<br />J
<br />/
<br />
<br />?"'" ,/
<br />
<br />--
<br />
<br />._-
<br />
<br />/
<br />! . i, I
<br />! Low pOint / of roodwlty-_tQ be ./
<br />locoted On road ond nokOA'--
<br />bridge. '
<br />
<br />,....~
<br />
<br />
<br />..--~~~
<br />
<br />._6 \
<br />\.
<br />
<br />'"
<br />
<br />:;':;?~17(
<br />
<br />._u
<br />
<br />.>/
<br />I
<br />/I! /:OO3r~-
<br />,-" /' -.
<br />See Sh,.eet/3 f;/ Flood ,
<br />PI~IY1ii this)irea. ~:..:'
<br />I ~"/~/
<br />I ~--;. /;.- _c
<br />
<br />.-,
<br />
<br />~"
<br />
<br />o
<br />I
<br />
<br />SCALE
<br />00' rod
<br />,
<br />
<br />"""
<br />\
<br />
<br />. .
<br /> - ,.. "
<br />,
<br /> -
<br /> 5090 lI,
<br /> roao II
<br /> 5070
<br /> 5060
<br />I 5050
<br />
<br />-
<br />
<br />",
<br />
<br />~
<br />I
<br />I
<br />
<br />"~
<br />III
<br />
<br />,
<br />
<br />,"
<br />
<br />m_
<br />
<br />"'II" -
<br />-
<br />
<br />~" "
<br /> 5090
<br /> i~ ,
<br /> I] 5080
<br />.11
<br /> 5070
<br />c
<br />~, 5060
<br /> .n""
<br />
<br />"""
<br />
<br />"
<br />
<br />Ii~
<br />
<br />
<br />,
<br />,/,
<br />
<br />-I-
<br />
<br />Ii
<br />
<br />~
<br />
<br />:!:/..
<br />
<br />=-
<br />
<br />"
<br />
<br />=
<br />
<br />i, .\.' I L"I
<br />
<br />~
<br />
<br />""
<br />
<br />,B
<br />
<br />-:+--=\41,
<br />- ~.
<br />
<br />-c: 1=/
<br />
<br />,m I' ,1,.,1_
<br />
<br />,~
<br />
<br />120+00
<br />
<br />110+00
<br />
<br />100+00
<br />
<br />90+00
<br />
<br />80+00
<br />
<br />70-100
<br />
<br />60.00
<br />
<br />WRIGHT -MCLAUGHliN
<br />""-
<br />
<br />ENGINEERS
<br />oolOt<ldo
<br />
<br />URBAN DRAINAGE
<br />
<br />AND
<br />
<br />FLOOD CONTROL DISTRICT
<br />
<br />PRELIMINARY DESIGN
<br />
<br />STA. 60.00
<br />
<br />10 STA, 120.00
<br />
<br />SHEET NO.
<br />~OF~
<br />
<br />I
<br />;
<br />.
<br />
<br />GROl.fro CONTROL SURVEY BY:
<br />AERIAL PHOTOGRAPHY BY:
<br />TOPOGRAPHIC MAPPING BY:
<br />CONTOUR INTERVAL
<br />
<br />KUCERA a. AssnCIATFS INC
<br />KUCEflA a ASSOOATES INC.
<br />KUCERA 8 AssnCIATFi'< IN!":
<br />;>' DATE FLOWN 4 ;>4 72
<br />
<br />DESIGNED' rn~ Oil
<br />DRAWN- LLU MFM.
<br />CHECKED' D1S KRW
<br />REVISED' ME.M
<br />
<br />DATE'
<br />DATE'
<br />DATE
<br />"""
<br />
<br />2 107;1
<br />21273
<br />224-.73
<br />22773
<br />
<br />ENGINEER'
<br />
<br />CITY of WESTMINSTER
<br />
<br />ADAMS and JEFFERSON COUNTIES
<br />
<br />BIG DRY CREEK
<br />
|