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~t<: - 'f:P'~ . ".~ ~:,~,~_r~- ~!~ -< 3 ' r: /.' -, ~ ~~'- .:-' ~ NOTE This drawing IS a master planning sheet representIng prellmmaryand conceptuoi engineering, I! shall nal be used lor construction purpose. -~~~i~' ,'~ .' ~~'i.4 $ '" " ,'l<< ~ ~ ~::\~~ ~." ~i~.:'::- ~".~:-. >.\C\Ufe _--1?---1 \e _--- C\J _ ,<C"<\ ,\€ ~-' _\IlJtJ.,\-~ (IV on ""C~' Je- Je'llel\~~ - _ - \N~ \~.~~Q:~'\;Ilf'I~d.1U-~o-\tQn $ '~._~-r;.:;,;",.,. j,_~ln099d.d.\\rll~~O"l!()u D""' ~TO' . \ Gab\an~ \ -= =.~.;'-- --,.-~ S~""":"~.....,," ''l<<"' ".-- ~ - ~ ~ _ ---c'~'^^c" " ~ \ ' 4' -.., _""L q iJl <;: '\C';;, ,~<i,~~~~ r \";;~~~~ \ ,... . '"=""." " ,;;I!ID,,:" "~~e.." ~ "i" 'a II!!! > . ..::.r ~'-* ,,~ "I"l}...'::i', ~", IL " . i ,'" ", If! ,,,,"" ;J;&~ !fi"",,-~ ' -r . \ f . - '\1" :' , ~~.:i ~~ ~~ '6 . ~\ '" , ' '~,~C&~ ~~ ~ ~- .' !I':~~E.IJ :,..:~~ \ ',\ 'l<< "~"' J \ \\1il, ""\- _ JV- i~"l'. oil t\oI.,i1\0" ~\ \ 1'40"1:(." Q,et\eJ l\~~': . \ ' '" -- 'ure Q' . .. '." " ' \ ~>'=..'!;. _' __ ,\:L - , , '~'."" . '" ,; .! ,'I, ,',T ",",; ,,_,_r ~ ':r: <: ,&@ '. ~ , ?',.. ~ ) I, / 0,11-" k cx..~, '~~f~\ \ g: " -;s ~\ , j I , "C' ' ~. " :-.~':'--- . . . . . '<.. ., Street gro~' should be lowered In tbis ared toallo~ accllmulate~,llowJo.e90gJl' ... \ " . , ,,' 5C,~"E ,,,. , . ..' ..... . .. .. ' ! i . , . . . , ,.. All, \ll.v~oti~~,~s~ ,ute U;S.,G,s: ...... \ ' .._,~~....".... 'g.., , j, ":::,.~ 1 'I '.' t' . e5}oj ...." ,~i ~ ,,' .;. I ."c 2l\l ": " ! ~ > ~ 'Entrance Structure I : * ~M -72' lapered end sectIOn I ; ..., c - usmg eccentric reducers to 5520 ,.;I ~ ~ conne~t to prow"ed 54' R C P. ~ ; ~ , ~~fn"nn, 'nn ~=t-OO?fa)l'eredendsectron' 4~~~~_, >'" 0' d . . " ~I USln<;l e~entrlcre uce~5uto '.. _ F-==-"':-_-~ IconneefJoexl$tmQ 41lflC-P- i j lil, ,n f'~~~ ~=:=-+- =-=-=--;-~-;5~4~-i:.--=+:'-:--lQ9 Yeo~: - ,t ~~~~ ~~-' .a: .5510 a.... t-------.. +ff'2:'::~~~~48"F?R::toearaJk!I:~-~.\II.q18r ~~~_; ~ b- ~"'" -- L ~~~ t --- ~Sl/rflio I .... ~AlC'~ ~=-",...",,-~~ --T---~""3:;"':;~::,..--:.,:::!:~~,,-, L i"" ~i;: --~~'=~-': '~~r~~;:~~::~~'wij.-~ ""1'''' ,- J~~~ DI5char~'@JeW<lIlAV~ J" ~~_~~~^,-=?--:d~,,~_ : = s Q48 = 155 cfs -", If ' ~ :j~b Q 54":.250 cJ.s, : t < !;;::-.=--t I -_-= -~::__ _:~",:: .5490:......... 'r:~:,~~. A;~:,;io:~~,~:;";;~"'d;."", ."."'..........:!! "'l~ J: I~' "01":'" .~~~T 2~l;IQ ; : : : ; ;, : E .... g 1 '3(0: 1)=(3~~'~h twdT!/Ai!'Ut:il~,~-siR'J:eweji AYe--;;tt~~~----;. ,. ....,........... +. ......." ,.....~. -4 '_~I! ~~ ~ g ~ j QT ='590 c;r.s. !the excepfion nttbB 54....Vgter' - - ~', l .:. ~ai,n n:iu~tb,ljeloc,*d_ _~."_ ~ -~ @ '~:Q .~;! Approx:,St rll\,F,re~UenCYI i . L ...... .."i,."" . ; ... . ...... ! . i .: . I;.. I: .' 'L' 265 +00 260, 00 i . ~ m__L~~~~..... , . . i i i .. .! [i.' '.... i .1 i... ............. [ i.'.! ... . I! ..! . , ,., ." ...; .... .... .... ,I .. .... . . i . . "[ i....... .. i.. "i' [.. '.' ....j . ..i.. . .1 .... ! i. 1.....1.. ....... .......i .. [ ". .......... ., ..... .1.........[.... ! ir i. .. ..:. . ... :[ . ..' .....j.o," ""' ,0 .... i . . ' i ' i' . . ". ........... ...... , ' "''''0 '00,. "", , ., . . . ,iOOy, "0'" di",h;~. " .. .1..' ....... . 'J ....... .I.i ii ,.. i, . ........... .. ..... .......... ..... ... .......... i.......... . \ .... . ... . ......... ,. '.1. . ' ... .... .iL. ....i..i.....w'.',.. . ... .i.. i.... .: "1 ....; ....... " ... . '..i ............. .~. . 'i." i' .. i ..] . ...: .' i' .. . ..... iT" [i i.... ...'''. ..... ... i ,. >,Z'!", .,' i...... .,i::>; ! i. !; .'.i .t..! ... ;...... ........... ... '., ; 'n.!.;"" ~~J,." .' i . . ..' i . . .. .. i' . " i.. .. p," i..... ... ... ;'L , "1 . f......... ...... ....]lL ,,''''1'., ,,<.. ..... "."1 · . I .. ........... 'i,'" ".....'1.. ..... '0'" .' 1 ... .... . .. .. " ,., .... .......... ,. ..... ..; i ---. "'70 . ,I i.. . ".1 '1 ....: ...i ........... , ' .. .11 ... . ..... .......,...... ...... 'ii;L ...! ........... ... .....m.. . II ,;, i , ..... ..... .. ,. Ii. ! i'" '.. .... ... 25O+0C 245+0C 242tOO , .... i.... i ' . ..... . , . , i . 1 ... . i , . . i .... , . . "., .. i i'i i ," . .............. ...... ,........ .................. .. iL' , .. . , . . : ; "; , " , . .:.....................,. . .. , ,., i '" .:........'........'.-.-j- , ...., ..., co,. ! , . "i . .+ .. 5520 . .... : . i i , . "'0 __5500 , 'm!... ~,.. . . "'1 i, 5500 .... ..... , . .... . . ........! . ..... . .. "00 ............. , 54"0 ~q4'N,.J , "i . , CITY OF DENVER JEFFERSON COUNTY CITY OF LAKEWOOD MAJOR DRAINAGEWAY PLANNING SANDERSON GULCH / WEIR GULCH SANDERSON GULCH STA. 242+00 to 274+00 DRAWING NOS 9 SHEET 12 OF 35 GROUND CONTROL SURVEY BY MERRICK S. COMPANY AERIAL PHOTOGRAPHY BY MERRICK e. COMPANY TOPOGRAPHIC MAPPING BY MERRICK a. COMPANY CONTOUR INTERVAL 5' DATE FLOWN 4/20/71 ENGINEER: FRASIER a GINGERY, INC. CONSULTING ENGINEERS DESIGNED~DATE 7/18/72 DRAWN JLG. DATE 7/24n2 CHECKED E,Le. DATE 8/3/72 ' REVISED J.L.G. DATE 8/13112 URBAN DRAINAGE AND FLOOD CONTROL DISTRICT