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.....'" .. ____ - . =-- : -- == - _ '.e-' '."":. f- ~--- _ ...-~1 if: ~_ c" ... -:- ..=__ t=-= .._ -- ~_::J -i-~ -Ann> ~:-ff ~~~-~i;: -----~~ - ~--- --~-:--- f~:- Yoror -stor~ _Wl1Je~~ ~~ -~~~~~ -- -- -----=-r::-"-~~ ~--~t=.~-~~-.:-~-- ------ f! ~f-~ 1>. f,le _-=.t::::-O"_ ~-- __~_~ ___n_-+-__ -- ~ T. jco"" '-'- -t--:'--- 'l:..-t- .::: T:-: .,ter urfa ffi idlCi ~~_-F--'-_-_ ~~ - --- :----~:= -~-:::8::=:: --:;:?~.::....:.: ~ :i-k-----::::-~ f-::c", _-- ~_- c- g.... -= .. ;C'- ..= "''''" "'- 1-_ "_ 0- =:..:. :t"~ - ~:-:m:~ ,sling :hOii~ :+=___.._ . _ _..__ = _ fC-e- - . -- f- ".:. ',~':;- ~F= "C:.. I".Ch ~oL I <>'0 , % dg~-'i:iPT~ '. _, J" ---- 100 Yr. Flood plain Ilm1t-E~I$tlnq facilities ,,--) \ ~;-T-2;:_ __ ~_..~,~:I!:':::-:. /// __100 Yr Flood plcln I,mll-Improved faCilitr,a's 1~---~~-~~~>1;\ . ~- - /V~::~~ t~-~~'~' ~(% __ . ~ --~ 0 '\ '" 0 J( : ~=~ -"3 ~ \ ~- -- -~....~----cc ~.~... l ,!\,-, 00 ex: ~:\~ ~- 15 5S ~ """",, -/" '\ I :;: , /---~ _ -'~~~----"'" ~ ~ ~ ~r:/.) '\\. :, _ / ,f-- ~--~-, ,- _ ~- ..' ;,:~---- :07-----'.- ~t~>~--- ..~.. ~. "-~<~:~~~:>' - - ..,:, ""~ ~--'\. ----~~, B~~~ -~~ ~p '--..... __ / />.- :- "",,-:\ ---I _--\---- ~ .4 I -" , --_____pr~~~~~,~,~bll~-------- ......". 0.k:--_.." ____.-c~ t- 11""'--_ ,.. <l MeJer Chenn61-", '",J ~~ .v~~~ ~,J/-- J /,,-8'--:-,:>Ncrmel Flow Depth ,:'-~ ":" / //48 ------ -- ------=--=--:------ ---~_~-:=..:::th--;~:c;:n-~::e~-t~:rmin~ th~ appraximate I !: I water surface elevetlon st" [36+00 to ste 149+00 '-"'-l I .~;k _c' .' ~---4'" '.' --\'"""',..."'.......... '\;.,;"c-- ......~--,--;....-'":": / . . __' _~ ;1 - -----:---~ < - y,' .r--: i5';S-S'/ ,,:7 --# " '. CHANNEL CROSS SECTION STA 136 + 00 Originol Scale: I : 20' SCALE o 110 100' 1 t- c -+----=t-- , ..e-=r::c: .. ~-~:::::::- --- 200' I 220 =F - :::= ,._. =l .. f;4 ==:::: =-- ..:d. I-=- .. I T 1'-- ...... -.- 1--- 1 _= f---I'--= . . --r== "1= .4f- "-.. - --1=:= -J-",.I- ;-~ +=_ c:=l .1=::: ::c . - -= -=F='- I' =- I- =- ==- - =::: ....~ -=t. ..- c:- f- .::::.} _=1 + -.-1-- -.e- .... e-: - ~ 210 e:.:..:' -1=-1 _ -..- ..~ ==- "'= .. -=-=._ c= ~.... ..= ......... .....1 tte..= ..."e! - -1' __.;.+;-=C.- ___-= -~-+ ~=:-r:e-.c;lc-~ -;=+-:..:-+c='=c=c~~~-::t- eF j-.. i--- . u.. 1='" ::::'1-::. - ~ :--=.e- ':-'-= ~j'-= - =t: - -.=E r 1 ~i.." 1-' too" "'Fe'+---. -. _-+- t _ -t-- Pro 'Ie of- fs-'C--S c:; . ':j::;"'-l ,T . ~l:t_e-I' -f..'+ t"" t '". "''''j''' "::::.-ti. ~-t- -=-1== - -:-j ::::-r'" it- ~=}~ .... ;.-1-- :::.' 1..- L--..."::: -- i :~""li'l=r.1 I__...rk~ j ..1.:....... i"'" OI'~~:" ;.. E , 1.. =11 ..:1 _-[",1- r= j"" ""'''J'OO''f-' .w, __ .L'" :..:l.:::e i......,=f:: t--'J--.l..' .... 1..:::-"-- +c. c...._ t' -- .j...... -..-:1=-.........,-::::. - ,...=-.1- - .=1::... =='{ T .. i,--r:. =--r 14~+OO E 1 :....- ~ 1 - ~ -- <~, -.- -~--:~ -=- :"C -= -.. - --- r.....+---- f-, k 'Pr fl~:-2 _ ;_=--:-:- :'" ":;:E =-=- t=c; ~- 200 t--b 1---,- -~- 190 1- -:~-_:-- =-- 180 'I-'=+===--- - = --.+=-------:- ---::-:-....:.. --- , -" ~ -- ..:: t -=.' f- 1-- :::; --- _c..- - -- - ~ " I- , 170 ::::! r- -c;. - t-_ 5-____ I _ - . --I 0- -1-'== ........ f;:": . 'U,,' ~. "....,-- - . ~~ ~=_=::::::- 1'--_.:": =.. 1---.._ . - 1--: -_f- ,-- --= - -'- t.- . -- -- '. F ,c :::e-. - - t--=-- - __I- ::-C_ . .c." . .. ..=:;:.. .. ..... :..:...... - - r=.::::. . 130+00 1--- ..==-:;-t:::::'... .. -E"'" c=;e_ ..... - =,e--;:c.'ru~ ,.,1 .', f' ;---_:-:/-::::-::--- _::_:--- f-::----I~:_::=_:_:.:.._:____ ~1 . - _'t--:=:..: 149 +00 ... 135+00 140+00 GROUND CONTROL SURVEY 8"1' AERIAL PHOTOGRAPHY BY TOPOGRAPHIC MAPPING BY CONTOUR INTERVAL 2' THE KEN R WHITE CO FALCON AIR MAP DIVISION FALCON AIR MAP DIVISION DATE FLOWN 7/17/69 ENGINEER: FRASIER a GINGERV, lNC. CONSULTING ENGINEERS DESIGNED N.C.R DRAWN R.L.I<. CHECKED E.L.C. REVISED J.LG. DATE 7/5/72 DATE 7/11/72 DATE 7/14/72 DATE H/I?/?? CITY OF DENVER JEFFERSON COUNTY CITY OF LAKEWOOD URBAN DRAINAGE AND FLOOD CONTROL DISTRICT NOTE. ThiS drawing,. a mester plannin.. sheet representing preliminary end conceptuel engineering. It shell not be used for construction purpeses, o o _:--- - -- ----- - ~ 0 ,'" y=~,^,:",,- ..- _mOOt"~ - -,~~ I l'l ~ ~~:,;. :~ \I'f :.#~~~;.::~ _ _:. ~lflroi ~ - -..'--.'-.., ~~~, ~- ~~"-'~~"~~"---~-=-- -~Y5~}f - -, ~ '.. ""'L L :t -.-" " ,,"' _ .... __.-. _ ~./ ,. "Z - ~ -------- I I ,"- ~ ~- - ~~--- --;--' __' -- I: I ~ ,/~ '" -~-~_" .,...-~""::::-C=- -----------=-~~-=::-- f..--::::---ThlS -:CtIO~--=O: US::-determln6 the cpproXlmate T ' water surfece elevation 5to 120+00 to ,te 136~ 00 .-ill- CHANNEL CROSS SECTION- STA. 124+10 Original Scole I"" 20 This Drowing IS Den~er Detum I - ,:$ re..-FC_. ~F-= ....." ::.:-j 1..-t ~",cc ,,:f . . "e-l"'.--t · . . -1- ...~.. c=:i"= e Iu= ~ _ _u"E=- 210 .:-=7':""""1_ "_-'...__.."'_ -.. .....1.. ....... j ... I ..... 4 == -.~E.. I +..-" -< F< - _ ~ c .,;:;~ F___l... 1.._1:-- ... "-F= --~i:-- b=-r--"":=:" =e- ..... ....... -- -- ,. . ~1=:-:= Rip Ro 51_0_1' ro-te' d..=:W +- 2:1 .:s;~' _:_:-::-:::~_ grg," o~-:tc re-ff -stree/ --r-::\ C'-Ie- .., ". J...-:::e- -t- :j::;- -- it"'...: - .l:..c _::.1::. , . .J.... .... -- ... -J--:-::-_:_....:: f ere-=- lc L +-- ..... "t , J.e. -Cj- r- +- j -- f 220 .. tu u__. _ ....:--r--:::-: 200 190 -,~~ .art. .--:-t:= 180 ....~~" --~~~~ E -.. ~ ..- ..J-.. = I- j::...... !==~ ,-- '1 .. . ..' FF =l~ ~ f::::.' .. .....,c-;:.1' " .' c:-= _ .=--- ":"" ~ e-._.e- '-'i< ..;;. u_ If 170 ....:tL - WI~[ize eKiM" ~--:; " - ::. --.: --t.. -.....- __ _ =--'4 . -- =- --...... - - fl- _ 0 < I,::'. '''' ,2-- 1~ - 1 - '=c:, =:.:". :c.= ~e _ . =E'= ":.' .==--=1---- 125+00 = ,,,... - .= ;::::::-_ J: '.fe!' +- 1-= 1= ..- -- 120+00 119+00 DRAWING NO. S 5 SHEET 8 OF 35 MAJOR DRA1NAGEWAY PLANNING SANDERSON GULCH STA.119 +00 to 149+00 SANDERSON GULCH I WEIR GULCH