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<br />LOCATION <br /> <br />U.$. 287 <br />(SOUthBound) <br /> <br />STRUCTURE IMPROVEMENTS <br />LOCATION U.S. 287 LOCATION <br />(North Bound) <br /> <br />120th Avenue <br /> <br />II <br /> <br />'I <br /> <br />TYPE OF ovide riprap <br />IMPROVEMENT ~oM~.no <br />chonglltobrldgl <br /> <br />TYPE OF Pl'O'ildl rlprap <br />IMPROVEMENT =~ ~ <br /> <br />ROADWAY <br />ELEVATION S216.7 <br />(Ft.)AT BRIDGE <br />BRIDGE <br />OPENING 900 <br />AREA (Ft,2) <br />LOW CHORD <br />ELEVATION 521!.! <br />(Ft.) <br />INVERT <br />E LEVAnON 5/98,2 <br />(Fl.) <br />NATURAL <br />CHANNEL 5198.2 <br />ELEVATION (Ft.J <br /> <br />ROADWAY <br />ELEVATION e216.6 <br />(Ft.)AT BRtDGE <br />BRIDGE <br />~INe 900 <br />AREA (Ft.I) <br />LOW CHORD <br />ELEVATION 5213.2 <br />(Ft.) <br />INVERT <br />E LEVAnON 5198.4 <br />(Fl.1 <br />NATURAL <br />CHANNEL 5198.4 <br />ELEVATION (Ft.) <br /> <br />~ <br />. <br /> <br />f """""""'1 <br /> <br />j" <br />i- <br />L.o' j <br />" 110' <br /> <br />TYPE OF Reploce wlllO <br />IMPROVEMENT =l~ <br />to EIev. 5215.3 <br /> <br />ROADWAY <br />ELEVATION 5215.5 <br />(Ft.) AT BRDGE <br />BRIDGE <br />OPENING I tOO <br />AREA (Ft,l) <br />lOW CHORD <br />ELEVATION 5212.5 <br />(Ft.) <br />INVERT <br />ELEVATION S197.6 <br />(Ft.) <br />NATURAL <br />CHANNEL S197.6 <br />ELEVATION (FI.) <br /> <br />Rood..,. <br /> <br />di <br />. <br /> <br />TYPICAL IMPROVED CHANNEL CROSS SECTION <br />Sic. 6391'60 to Sm.643+50 <br /> <br />= <br /> <br />5220 <br /> <br />~ <br /> <br />. <br /> <br />5210 <br /> <br />5200 <br /> <br />5190 <br /> <br />5180 <br /> <br />~ <br /> <br />~' <br />~ <br /> <br />650+00 <br /> <br />GROU~ CONTROL SURVEY <br />AERIAL PHOTOGRAPHY BY' <br />TOPOGRAPHIC MAPPING BY' <br />CONTOUR INTERVAL <br /> <br />BY, KUCERA a ASSOCIATES INC. <br />KUCERA a ASSOCIATES !He. <br />KUCERA a ASSOCIATES INC. <br />2: DATE FLOWN 5-1-72 <br /> <br />OESlGNED' D.T.S. nJ. L. <br />DRAWN: LLU. <br />CHECKED: nT.s. <br />REVISED' LLU <br /> <br />I <br /> <br />#0 <br />."/ ;10 <br />. x <br />" ~ <br />,}.~ 0 <br />.~. (~l' .0)(1 <br />~(\ \' . \; <br />.6" <,11 ,f <br /> <br />~ <br /> <br />-~ <br />~- <br />II <br /> <br />, <br /> <br />640+00 <br /> <br />DATE: <br />DATE' <br />K.R.W DATE. <br />DATE: <br /> <br />2:-15-73 <br />2_15_73 <br />2_27_73 <br />2_28_73 <br /> <br />ENGINEER' <br />WRIGHT-MCLAUGHLIN <br />- <br /> <br />CREEK <br /> <br />STA.590...00 to STA.650+00 <br /> <br />100Y.or Woler Surfoce <br /> <br />t. Chonnel <br /> <br />NOTE' ThiI drawinO iI 0 I1'lOIW pIannitO <br />..... ,.."....mino Pf.limincry and QCI'ICIIPIuaI <br />.......ing. It &holt not be UNCI for <br />-- <br /> <br />/. <br />,r , <br />, " <br /> <br />S1a. 640+00 to 510.650+00 <br /> <br /> <br />;, <br /> <br />TYPICAL EXISTING CHAN~E.: CoROSSJECTJPN <br />Scolu: HOflz. - ~ jo' <br />V.rl.- 0 'Ib' ir:J ::-.... J ............. _ <br />- Ad~ / /~/!I~'Y.B::~\-.<<~ <br />-----~'"':~/~/-~~~7) ~A~ 0:J~~ <br />- "",t.,.(",. ;;.... 8 /~ r- V~l>C" ~ m ' <br />"L .,L /~ , " -11., <br />. O. I" ~~ A2::; ~_ <br />=e -";;(x W~d;'/~'-r/ '\"~ ", F' /" / <br />-=- ~ ,~~ /, >>d~ <br />, /, <br />',/ <br /> <br />Sta.640+00 to Sta.650+OO <br />Dai91 DiIc:horge -QID:)cfs <br />.'R Max velocity 100)'r = 104 fps <br />f!;-~ '~~~ <br />~~~.,. ~ ' ~ <br />p= ,_:~ (0~... <br />J\--=--~---- -=d/)~ ~' \'~'" III \.J <br />~~x r;:JZ ~ ~- -!b'~ ' ~ c <br />-;1/ ~'...,..,", <br />V ---;. ", ~-- <br />.. ~ ... C_ \ \ '.-' <br />j ~.:. .-' =" -~ 9\~ _ R:'l' <br /> <br />-- <br /> <br />,~ <br />" <br /> <br />j'~ <br /> <br />.....~ <br /> <br />...' <br /> <br />-~ <br /> <br />o <br /> <br />...', <br /> <br />...' <br /> <br />, <br />, <br /> <br />'~ Lc. -__, <br />...... sion::-'" _____r"-' <br />I/l,,~~_) 11:01 <br />,.. ~ _A .,... <br />'1#1 ... ,.... /)\ <br />~ \k ~<. 0 ~ ~ ~ -::^'!Eio.; ~, <br />(/I '\ '----------1.-.. .....~... ;. ~ <br />tiT" ~''''''', ... <br />_ ", \. 1~~~~ <br />P'-'flood PO. L,m,t -'''I': ,.~~_ / 'I'J'~ ::.. .:, _. _~ <br /> <br />lV 510.590.00 10 510,640.00'-' ~:::'0--''v. . '= ~-...... '" <br />1 D."on Dj.""". _10,800 ok . ~ k=.... _~ --..... '-.... <br />Mo, Vol""" 100" .12.1 tpo -..... ~ ~ 19I"1' ..., I--m-~' -::k---:::--- '--- <br /> <br />~~ {l(Mr!1r' <br />~~ ;t.~~, <br />- ~ rJ '3084. j, <br />-----:::::: \~~~ ..ll <br />";~'~~L~~ <br />".;.~., <br /> <br />'.. <br /> <br />. <br /> <br />-- -- <br /> <br />-'.. <br /> <br />'-:;0 - ,_ <br />\ C. 1m <br />~ '\: ~ ---:."'" <br />"--~1 <br /> <br />--O--~,--~. <br />o <br /> <br />;l <br /> <br />...' <br /> <br />El'.ia ng <br /> <br />'!! <br /> <br />ion <br /> <br />~ =~ <br /> <br />~ <br />~- J.,,~~ <br />~ 1'~ ~~,"r~ <br />.....~~'" <br />.-X.:.,tz: ,,~ ~ <br />. ~~~~;:/\" <br />:~-?~~~~ <br />?~ ::~-- ----;;;;~~ <br />=.c.... " ~~ X, ,o?~- - " <br />''" <br /> <br />" <br /> <br />! <br /> <br />Sto. 590+00 to Stc.640+00 <br /> <br />... <br /> <br />u <br /> <br />,of <br /> <br />... <br /> <br />.. <br />Av ue ~! <br />r '< .~~' , <br />"':V '0~,\ <br /> <br />~ <br /> <br />.v,,__ P'~H..1 JlIIC6F:[ <br /> <br />~~f~-=~ F~~~~-!-I <br />~ --- <br />-~"--- --~, <br />~;=:~-- '~,,~: <br /> <br />100 v. r Wn+.r ",rfll <br /> <br />t. Chonn.1 <br /> <br />.# <br /> <br />0:.t,." <br /> <br />/ <br /> <br />./ <br />X <br /> <br />TYPICAL EXISTING CHANNEl CROSS SE~ION <br />Scoles: Horiz.- 0 50 <br />Ver~ 0 ~ ~ <br /> <br />200' <br />,,' <br /> <br />od SC~E <br />, , <br /> <br />.00 <br />I <br /> <br />o <br />I <br /> <br />'::em <br /> <br />~r' <br /> <br />L;E <br /> <br />~~'~"""" <br /> <br />. <br />~ <br /> <br />~ <br /> <br />..'~ <br />~", <br /> <br />5210 <br /> <br />..., <br /> <br />t-- <br /> <br />5200 <br /> <br />..-." : <br /> <br />, <br /> <br /> <br />, <br /> <br />I' .. <br />L <br /> <br />c=-I <br /> <br />, 5.90 <br /> <br />=' <br /> <br />~ <br /> <br />51\10 <br /> <br />- <br /> <br />" <br /> <br />L--" <br /> <br />',' <br /> <br />'..:. <br /> <br />."." <br /> <br />1 <br /> <br />'C" " <br />1,_ <br /> <br />,-~ ,,-, <br /> <br />630+00 <br /> <br />1 <br />620+00 <br /> <br />I. <br />610+00 <br /> <br />590+00 <br /> <br />" <br /> <br />600+00 <br /> <br />ENGINEERS <br />~- <br /> <br />URBAN DRAINAGE <br />CITY of WESTMINSTER <br /> <br />AND FLOOD CONTROL DISTRICT <br />ADAMS and JEffERSON COUNTIES <br /> <br />PRELIMINARY <br /> <br />DESIGN <br /> <br />SHEET NO. <br />14 OF 22 <br /> <br />BIG DRY <br />