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<br /> <br /> <br />NOTE. <br /> <br />Prapased mejhadsafpra~idmQ cUI-de-socs <br />ar re-rautlnQaf dead end streets a alleys <br />are rndlcated on plans farbenefltoftroJfflc <br />desiQn.Caslsofsuchrelocotlonondnecessory <br />RO.W. ore nat included In cost estimates. <br /> <br />-----., '"~-~ /" <br /> <br />'l:"~"0;> <br /> <br />NOTE This dfo\Vrn~ is 0 moster plonnlnQ shut <br />representm~ prelimmory ond conceptual <br />8nQlneerlnQ It sholl nat blOused lar <br />constructIOn purposes. <br /> <br />t:.' , <br /> <br />-,'-- :: <br />-'-.':. <br />.:;(.::-> <br /> <br />fl <br />I~~ jl <br /> <br />I if' ,,/ 0/ <br />"t!ffA-~~ /;(;V ~ <br />",~,c:" <br />'--' 2 <br /> <br />":.,/; <br /> <br />"',1'-' <br /> <br />------- ' <br /> <br />,.' / <br />::/' <br /> <br />------ <br /> <br />/," . <br /><U <br /> <br />\ <br />\( <br />::~;; CUf~D9'~ f (,:::)-/1 <br />CUI De .soc,........___ :, <br />J -De_s:!;".,,,;,, --'., Ii" ! <br />, !!f'~~~'}'", / i/ <br />Ii '! !,- <br />'--/" '! <br />! <br />;"" <br />I, .~. <br />r <br /> <br />""',-,/;\' <br /> <br />':'-", <br /> <br />. > , >>::::;;j"jf;;7r <br />'I'} . yv.'':.'fS:F-'-' I <br />t~ / ,I ...v:..--Z--.Jtp~ ~ , {. ,'. <br />JWftL '/!;t&r- ",! <br />i~.?-:; '~.::~ ;, " / <br />,/ ~-o"'~-.. <br /> <br />"v <br />?" <br /> <br />I~ <br />, <br /> <br />~~~r' <br /> <br />SECTION - STA. <br />1'= 20' <br />I <br />1 <br /> <br />60'00 to 83'00 <br /> <br />SCALE <br />00' 100' <br /> <br />TYPICAL <br /> <br />CHANNEL Cf:l:OSS <br />Original S!Oole: <br />--I <br />I <br />i <br /> <br />""''''4 <br /> <br />'" <br />...TII--------~~. <br />~,I! <br />11-'. ; <br />: (;> ~ = <br /> <br />..........~... ! <br /> <br />~! <br /> <br />528~l <br /> <br />" <br />, <br />i <br />! <br />! <br />! <br />__+--_ <br />! <br /> <br />I <br />! <br />I , <br />Pro.tlletlon ~ for ' , <br />11"....-1 <br />! j <br />! <br /> <br /> <br />All.5I!~oti.!1'l." or. U,SGS Datum <br /> <br />t- <br /> <br />--~[. <br />__ w <br />- 0 <br />" <br />;1 <br /> <br />, <br /> <br />r <br /> <br />i <br />i <br />, <br />I. <br />! <br />; <br />-- <br />! <br /> <br />I <br />......! <br /> <br />.........1 <br /> <br />;. <br /> <br />...t.-- <br />1~~5_290 <br /> <br />529Q J.. <br /> <br />~4'80 <br /> <br />to :90'0 <br /> <br />..~.g..T..Q..:.. <br /> <br />, , . . - , ~ <br />~ ...~_/_l$.t'.!I.1. ..!Vi~g.~.j.t!5.~~~:..C_t.. .. L ... ....f. <br />/ : Spqn 10'1'- Low:stQQI !'.!2:110 ^ <br />iJ I ' . . ^ <br />'~ i <br /> <br />l~ <br /> <br />1 <br />, <br />, <br />-- <br /> <br />.......1. <br />! <br />, <br /> <br />.................., <br />, <br />, <br /> <br />I <br />1 <br />__ I,; I <br />--~t--~:.J~~/OOI~181~f1~ 7~~~~17~gB~: C~lit~rjLr _ ....... .............. ....... ..... <br />I In~ ell€!~ - 52461 , j <br />- J---+- ~---:- +- ~ ' <br />-~,: - - T" ~\;-'---' . <br />1 .__ It1 ! ,: ~ ;_'::-::'_' - 1 <br />-.d ~~-- <br />, ~TT(~~~~~2'~1 CMP <br />.....~...I.. i <br /> <br /> <br />_5.?_f!0 <br /> <br />1 <br />... ...~ ~ ~ <br /> <br />.:??'.?'.Q.. <br /> <br />5 60 <br /> <br /> <br />5260 <br /> <br />l.over~ ::....:::~ ~;.:::::; <br /> <br /> <br />.~..?EO <br /> <br />...E250 t <br /> <br />a ~d.rol~l~d <br /> <br />., <br />, <br /> <br />~..l <br />" <br /> <br />'N ~,~JI,I <br /> <br />. ".,,,", <br />~~t'^ -- <br />, <br />; <br />I <br />.......................+-------<-- <br />! <br />. ! <br />! <br /> <br />,E~~st;.ng "i' ';:12'" <br />BC/x Cul~ht <br /> <br /> <br />ta. to 90 -60 <br />~~I.Q.n ~Di"~h '.g! nO:i'rL=. ~!Qq ~m <br />fOOY' >Storm Discha'ie =p350cls <br />Normal velodlty (IOy,) _: aol~ \ <br />...........:Nt:>,.m.a~. .De.p-t(l.M~~ .. ..,;,.; ...9.2...tL~~_~_ <br />i <br />, <br /> <br />I <br />; <br />1 <br /> <br /> <br />5240 > <br /> <br />GROUND CONTROL SURVEY BY <br />AERIAL PHOTOGRAPHY BY <br />TOPOGRAPHIC MAPPING BY <br />CONTOUR INTERVAL 2' <br /> <br /> <br />85+0'0'" <br /> <br /> <br />i..... <br />75+00 <br /> <br />i <br />L <br /> <br />.......t.. <br />I <br />; <br />; <br /> <br />65+00 <br /> <br />..........\ <br />1 <br />I <br /> <br />. . . . <br />. . . i <br />......................... ...... ......60+00 <br /> <br />BELL SURVE_,!ING __CO. <br />KUCERA AND AS$OCIATES,INC. <br />KUCERA AND ASSQCIATES,INC. ' <br />DATE FLOWN.' (1/2:4171 <br /> <br />ENGINEER: <br />FRASIER a GINGERY, INC. <br />CONSULTING ENGINEERS <br /> <br />DESIGNED N.C.R. DATE <br />DRAWN ,1.1 r, DATE <br />CHECKED~DATE <br />REVISED J. L.!LOATE <br /> <br />7/31/7';> <br />AI'? 17';> <br />8/7/72 <br />A/14/72 <br /> <br />URBAN DRAINAGE AND FLOOD <br /> <br />CONTROL DISTRICT <br /> <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />CITY OF DENVER <br /> <br />JEFFERSON COUNTY <br /> <br />CITY OF LAKEWOOD <br /> <br />SANDERSON GULCH / WEIR GULCH <br /> <br />WEIR GULCH <br />STA. 60'00 to 90'00 <br /> <br />DRAWING NO W:3 <br />SHEET 22 <br />OF 35 <br />