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/ ", ":!";~~.~=_;; . '~il,~ .:: "r'"F"'~~""''"'"~'"'"''' ~~~,~;: -TIlli - -, ~lrrT - .......-::;c,.,/L-'-...~.+ ~ JIJI7 2/'sK~:iJ -. ...-....j. l-. ~, '- " ..,... ,.... ~ "-- ""---- - --= --::::::;--- .. o --- ~' ......&---- _ ~v.;~~~ ~~-':'~~~~:.~:::~~=;~7~;,~.~ ~"/: tMalorCh(lnnel~ _ _ D~5ign In._ EI~V~ '" River Mot 1:1 1%- _..;I'f~, Comb;Mlico maintenance vehicle aCCDSS road and ~iker- biker OQth with AsphQlt or grevel_ surf,a.cr:_ BI~.gress ,od slope pretectlOn torr--- lowtlowchannel 60' r ,d ~~.- I ~ ,-...~ IF ,ver Mat 2'~- " ,,' .. o '> g F'f,ent Pub~y/ ~ f;' / 15i i '70..","" --'., " .. "" /f~\, --:/ -_~_,"=iliJ-JIf-.~' /.. C"3>-<~. ""\ _-::-i;..... \,\\-\\,\/ t>. _ 21 s~_ ~ I I ~ / ____ __',.::~~_ __--~><- ___---> \()\\'/'loler, ~.-JI -- ---;'J :::..--: _~ ._', \1~<;\,,\CO~e, ~_ I __ - - . ........ ~.::.f.?,,(;../.,. . .......-- .. ~:~,.=~-:::":'j )1,~/L;:'=~k~:i>.c.~</ . ~':'';71'''''' .,~g~/(~,,,,;,?,'t'ifi9' ". ; . .... - - r;:c~u'.re q,~e -;;1 I/.:_i!::-"f'" _ l'i. ". R""''" ;'1iJIr \ ' J~! Acqwfe RO,W ~ACqUire R.O.W. . ) ~ o o + o '" .. TYPICAL CHANNEL CROSS SECTION-STA.75+60 to 80+00 Original Scale: 1"-20' AND STA. 86t 00 to 88+00 :... V .::.- f- . - .... .. 160 150 1-,0. ~ I eel '.0 130 " , f="" r 120 --=-- -. . -=- I ml 88+00 =+ .-'--'..:....... .= ".-'= .....- ..:. - =+'-= - =--...-- .= c== .. .~= . .. .. -- ~- c.........._..=CC... '-,".~=== .- f-- --~ .. ",-= ;:;;;;-. . ...~ t ;t - .1 = "~,~''-'' -+-~ .... c.... -- -=1 .-.,'" I .e....-..: ..:.1' "'+; :..'. .. j-... .. 1 I .. f .-.---1=-= I -1 . , " ':f'- I .,....-:..........-.l ..'- ....... J -~ w -+- t:- T..: ':.. .; .F" ....... .- ...... .... ....- - :.:J- . ....:..1 .. ..:j.'.' .1=.... I I - jc __ 1 ...... _ "- Ie..., ,- 85+ 00 ..... .... ....l=. ._ .....; t- ...... -- .f-':'.. .. ="r-"-- . '1.-=:-1-_ -.; =-1'''( .... -'-'j , .f" .:-- 1-- = ... -::;::::~-----+:-:-: . '==: -........ ~ -. .~ m.... ~ -- =-''i''c:o;:~' - _. :~-- ~-- _ _,-::~ Z::"=--::~~ --~ :... F',-..m.~. .' '. ...._. ="~=I'" ".- .~- -no..-, --- ---1---- __I ,-:-------:- ~-- , =..,=-1- -r-=.'jc'. ... _ . 1+: ~: -- +--:r. tt.J _n_n- -p_ ...=1:". ....i::.. 1-'-;, .......j, !' f-....,. .....r" ~ _.!~ ,J ...." .....p' I_ I L ., _-:-:n_ uign!o;SCh fge(t< y_r.l. _ '800 ts - -- 00 r_IStorm isch = 3000- s I -----=ru _Of-lllO:n-Valo i1y (10 t.l "- ;_I:_n_1 S _______n_n t----:--:'C ___ _ Normal O..pt (~o.~ . b..~ _ . .... .... I' _m . ...... ,,'r i , f---- ! ~. . . ."' -t J . -=t- r . I -' , 7' -- g . I - - t:: E 'GROUND CONTROL SURVEY 8Y AERIAL PHOTOGRAPHY BY TOPOGRAPHIC t.AAPPING BY CONTOUR INTERVAL 2' THE KEN R WHILE CO_ FAlCON AIR MAP DIVISION FAlCON AIR MAP DIVISION DATE fLOWN 7/17/69 ENGINEER: FRASIER a GINGERY, INC. CONSULTING ENGINEERS 80+00 DESIGNED N.C.R. DATE 6/20/72 DRAWN R.L.K. DATE~2- CHECKED~DATE~2- REVISED J, L.G. DATE 8/13/72 URBAN DRAINAGE AND FLOOD JEFFERSON COUNTY CITY OF LAKEWOOD SANDERSON GULCH / WEIR GULCH SANDERSON GULCH STA. 57+001088+00 CITY OF DENVER --- "ili NOTE' This d'dWin\l is a master planning sheet repreuntino preliminary and cenceplual -~ ,,#"",""'C"~0~.~~;;~." ,::;:.::' b, ..,d to< ..~";;'0?""~"",:"-~.,l ...,~::~..,.. gJ '\ \/ - " . ?/~f~;;-C \1 :rK--..~~~ ..,4~;g1 ,A.",,, <OW j ~j 0fo?,,'11~-~~' ?f1'~ ~~'" __ "",",M',," -1--..:: ~~_ ------------_________- Ownersn,p<" -32i-=~ ~~~~~ I,: --~,;;~!'; -~-1._ -._ -.,~--::::. -- . - ____'~-- ./H, ~ -.,~- -- =: ~...- -- - .." .. .~- ' I . ~ --~ . ,. '." 8 . ' .. ~ Y" ' "...:ll~,~ 100"ir Floo~ pig," I,mll-Improved facllltles_/ ~~_~~ . .'-'-<-_E:~;::{~ ___ " ~< ""', _ "'. 'e~e;~e:S~~~IC~", ,,'"_,,' .....1 -, . 100 Yr, flood plain limit ExlstlnQ fac,htle5 - "". ~ ~ ~ .---- '" (4. Major Channel m_.""""":/..''':'~. ~fO'662' ....-.... __ _L----c.L--- I 3- -"r~'~i -7- un 3 I .~ I p.., Combinotion mQmt..nonc.. v..hiclll occess rood and...___ hiker-biker path with Asphalt or gravel surface.- __ BlueQrass sod slope protection tor iow flaw channel TYPICAL CHANNEL CROSS SECTION STA 57+00 to STA. 61+50 See Drawin(j No 5-2 SCALE 50' 100' TYPICAL CHANNEL _ CROSS SECTION -STA 61 +50 to 75' 60 Original Scale I' "'20' 'AND STA 80'00 1086+00 '00 I This Orawing is Denver Datum , + ... r..t ]~~ ......~_. .-t-..... .1=..:......1 t; r' '='-1- ..j;;; .. .-f.-....... ;'-"'l -' .'.=: i ..... == ..1 1 == _.1- I I '.......m . -----:... . .m .....'" r-m' - J -:n -~~-:-:::.:: -r f....:....=f. ..- j--' ....... .. _jn---~=::__:r::__n . ..=: ...... --.:.n--i ......... .......... _: _,--n- 1==....... .......... =.,i::. .... ...... i 1- _.. . - ;;;=.. m. .- II ~ ',' "'=f ....... .-c. . .. ... -, ,.......+- .-...... .m :...-c=' m... ~~, L.._. --~ ----~_: - ---- I" 160 m=.. ........ --~ .- ..... =-........:.... m ::=-...., 1= .,....... ..m ..........m .... -- ...... ,'r- . r -=-::. t 150 I odlL iiiiK__.ilifiJe: ~____ -.. --:V~A. rex. _=e :BiiiiIL 'WfJJe- 1- ." .. .....= ,......... :-...:... r := 130 ...... c'_ . I 140 . - ~;.,([Zmi;<ti :..... m~ - n-::-_ 2~, ;- ...: _. m= l y ~:fi CSl~ ~ Waer "=-.-. " .- xifing ., ;;:;;; -~-"RC '/lith -_.:-t~-~:-:- r2'3: .-..c.....;; -'=" po .... 'Na , . <="---I-'-~ lfiPljie;'-~~::2 ~ ~llnnel- " I'- ..... ~~F=:... ..., , /f--- - - - - I .. ~I-c-, '--: -=- '-' t--: ...:.._ - i==- 'C'_ f- 120 -= :......::.... --I- ~ . ~. . _." m i=:r...~ ... m .,"" 1--, . ... ..1:=_ .... ... ~~ _57+ 0 t 6.1' ii= - ~ :.g/Uyr!.m ~ ... j;;' :roo> 3f.~f~O"" 'g' = ".0.=: -rv-orm I Vel cltj':tt -i":-3- ~ ~ De hOC. }n_ 5.._1 O ,'-"'" -'. -., .. "-. "0_" .... f----- J: _"(/) ...." _.--~ -r;; ;Ie ---:n:--~F-~lr-~ : .- t. .1= .f.... 1~"'"W~j' ~1I- _&1.=---n- ==,._=F- ._m- - + , ., ~ =r ;;- ----t-,~ "~~~"=;;; - , == =: _=-r "':... .. om -~ _:--- -- ::::::J:'- ...- n-~_ I ., - .'.m _. r-...:......: .... I . r -""'.' - r-l- .j _ _ STA. 1+ -n-~_<;tq -e;~tT-h~a~ ;r} ____ _ ___~~ ::-,:,,:,"'-_D<SCh ge -.- (:w1iLtn Vet clly(1 fer .. riDs hlO 1850 ,,; -" t;;: !11~-- - ...... ..... ......... ..-.... 75 +00 70+00 65+00 60+00 57"'00 DRAWING NO 3-3 SHEET 6 OF 36 CONTROL DISTRICT MAJOR DRAINAGEWAY PLANNING