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"'00' .../ i~, ~:" , ' . 'e'/' ~,,,_u>/' \~ 101: ,-?"ce- '=_'''''--=c u '\ /KI~\': I5YX^"'" /' 0"'0 \\,~ "'002 ( 1\ __' , ":i' \V \ PROPOSED ' "'02,0 ~,.:~' 0/ -- '...~--- - ''''"~ "0>7" -;tg \\~ \p~~~~N~~~:E g \\ ,,,",.. r;fl<j) / - g "~\ ""oC', ;}:; _, <\<'\\. "00>0 "000< - __~-- ~ a - \\ "t--_ co;, '~, "'r J,\,\ \"'..... __ _- 0 I t=1~f-- I -II) ~PROPOSEO __'L /' ,/~" -x-o--f+-~--_.~- \ _,70__-. ;'" ~H~NA STREE (/~~/ ~----- \ { --+- Iii 'I -.j-~- 'ff ~~', '''~J, PROPOS RIOG~----~ b?,.-.... .x",' ..--:__ - -- - _ c,'e. -.....'f-\~ I" -.....: ~o, ~ .~...;o /' ' __- _ " "C'.',.. / SlOE CHA v@; ~/ ~ -.- \ --.:::::: i ~,~ '......,;;;0 SPILLiliA.'Y r\~ ' ~ /' ~:;:::..-- \ , 0 v.,,' -.........:::~..... '--~ .....!....~..... O'BRIAN CAN ~ ./ /FOR IMITSooOF I~- YEAR "'~', ; ~ ~~'-:>:~-'-~~\1''':;~''''~'''~ '. I \ / FLrg PLAIN FR.~ ,;", ",,, ,/ ~~~ . \=_~ , ~'<~\ '"", STA ION 187+60 TO 205+00 ';": ----- __ 4_ '07:;\ SE DRAWING r:tB' \ ,"co" /~ ,," ~~ / -' PROPOSED CHA"N'NEL '^" '~~< " ':S-(" ~..~~ ""0," l I / // IMPROVEMENT / ~ '''( I ,I:: ~ II""" . 00' '"'o~'\'\ ,"".." I ,~" <{ / ~~~\~'0' I '00'" \""" / '"'" jj ~ / . '""" ,/ 1. 'co' '"of" '.. \ \, ".....1 - ,.Ii P /. ,"n_ / 100 YEAR FLOOD PLAIN LiIMIT ~ .\\ g / i/,' ::" SHEET FJ:::O~ FOR THE IOO-YEAR UNDER FUTURE CONDITIoNS ~G',:,\~\\\ . tl'_ / i.:'/Y? FLOWS "LINDER BOTH EXISTING AND/i WITH IMPROVEMENTS -.-- '\" '00.70 /, 5000" I''}''} FUTUREI CONDITIONS_ " WI THO' 'r IMPROVEMEN <$'~~\ ( ,.'/,'"il >::'''0'-2 \ "'0'" 1\ 'U. ,''','' T; "00' .~-\ ...;l ...\ ...... I! ..... ... ~\~\ ,"'" ~::~'y" tI( /,;~~~~c:!=:-~,~-E:2~"~;<,',~,:,'f,,' u '~,'" .', ""'< .' ~', r--r ':~e-~l , 1- I, i/--~-o I =t===: I-:- =r= , - j -l-;~ ., ~"- , i _ 1 I~ I ~'i_1 , ulJ]~ , :0, ~ 5120 -~~ a ~ ,.J! ,= , '--if n' r } '-G. k. GE 5110 I ,I" . - " == " --L-. .', i"'Q. , 1"'- ~-='i ".:. i===t1 lJ 100 YEA WA Eft. - 5100 ~ I -~--~-=-----4 :JC - L 5090 5 e- I I '=1. =--:.-=----~- + EXI TIN TOP Of , , ,~ 20' I ~- 1 I YERf-El. ,- -- -+-- ----r- -~~ =--:-~- : --- =-= ' ,c.,_= '~-.:i:= ~-:::: I ~.~,E 185+00 181+60 190+00 195+00 200+00 GIIOUIIDCOIITROLSURVEYIY MERRICKIlCOOlPilNY ilERlilLPHOTOGRAPHY 8Y MERRICK'COMPANY TOPOGRAPHIC MAPPING BY MERRICK II COMPANY CONTOUR INT!:RVAL 2 FT OAT[ FLOWN 11_,o__n llESIGNEO ORAWN CHECKED REVISEO REVISED ." f.S.,S_A " " K,L,V,R DATE I~-I~ 74 DATE_~ DATE 12-23-74 DATE 1-1375 DATE 3-7-77 CITY OF AURORA ENGINEER: .-..., ENGINEERING CONSULTANTS,INC. DENVER, COLORADO r.' NOTE: I. THIS 15 A PRELIMINARY ENGINEERING ,.\ ......,.."'1 PLANN ING DRAWING AND SHOULD NOT BE ) . -_,,_ --I USED FOR CONSTRUCTION PURPOSE. 'j _" __ ~1~">>cf'--=:,~ 2. O'BRIAN CANAl. WILl. BE PROVIDED ,.' f-r '"\ y'v ,_::</:; .----.x:: WITH A SIDE CHANNEl. SPILLWAY TO /- Ji.I~J,. '"'"\.. // /../).. PASS THE 100 YEAR DISCHARGE IN THE " 1:,1- I \,_, "':'-" . /'": /'/-...;; FIRST CREEK. THE PROPOSED FIRST . 'I' ~\ , -~ ....-- ~/"7 .. CREEK CHANNEL DOWNSTREAM OF , ' I c.... \-......:~ ~ . // _0'0'0'-,-',',<:--; 0' BRIAN CANAL WILL BE AJ.TERED TO i I ,...~" "\ ~. - -/-- / ~,,<, / \ ACCOMODATE THE SIDE CHANNEL I "" " "'" , ( 1":/ /. -::~"'..-/ \\ ~ SPILLWAY. i,1 ~~~H:~~E~~ \ 1 \ \.'::;'/';1;/ ".., 'r/I;~\::'.<;;\.?'\'\' ""'i~ PROPOSED IMPROVEMENTS 'I 0,/ ~L 51 54 IN'~ \ v, ''''iff, ( ,,,,,. \ E:!i 1:. STRUCTURAL "I I,HIS EACH "~~~ \ \... ,_~~. . _ /7' ~,." '''''''''' ~,~~ -'> . ",< _ ,:".. ~! I. PROVIDE BRIDGE UNDER HIGHWAY i I . ,~~ _ _ :;J" (fff.~-2 '... . u, <:t 0 2, 5 NO. 28.0' It .8.0~ ,'J...'<r: /PR SED HIGHWAY 2~RI~~~~~~ \/ ' I,~ff ~~-2?"_~----'::~--;_--'-' ......----~~)Co, _~,..,::..~,IF~, ~ 2. ~~~~~15~~G~~~~ ~ ~~:~ OF 1600~ / . ~ /fff:"Y 0" 3. PROVIDE A 8.33' x 5.0' SIZE ~ I ",,;7/ ,;, ( ~'" "~ ':~;;;; - =-- . ~ FLUME FOR BURLINGTON DITCH. () " :" ./ I "",' 'I! "'" ~ '>, ""0 <.) THE FLUME WILL HAVE THREE ./ \ ~ SPANS OF 52.5'. THE FIRST ~~_~ ~ l'l \.._.... '_. : CREEK CHANNEL SIDE SLOPE WIU I \, """"--_"'_~' (.ol - BE STEEPENED FROM 4H: IV TO r------,;. ~....,' "~ 2H:IV. -... 0 11/ ~ ,. "~"' 0 /~ 7 ""x,,,"_,,1 4. HAVANA STREET HAS BEEN PRO- "~- ~ :- - / '''''.o /, &v''VIDED WITH A BRIDGE HAVI NG ~~:~ LO~\~L't':~EL\~~~VEME~~:u""'F' \ " ., / ./ /.;X ." TWO SPANS OF 315: PROYI PI~ IN,LET IN BOTft..., / /'~+ I .,~o'" // ;-::.<:~- ~~~:~.:ON:r~~T~~~'~N"R:~.".. ~' ., /;// /j,/~ /;i'~;;;-:-:~~- IIC~~W~:LO~6~~;~.~:~~0:in,EEN , j '/1 (:( /;j......; -~.-:.::~ STATIONS 219+00 TO 219+80. ) c '.'"0< \,\,,_.. ~'"'o''' _"'" / i((' ~;---- FLOW WILL BE CHANNELIZED FOR ~----"----o.._, _ /<" - ,< ".t ... 500' UPSTREAM OF HIGHWAY 2. .:-' I ! FOR lOW FLOWS. ~:i-::__.= :,_-- .~u :...,..:,.-:~.~~----:. :=::-::::~ ,y.! SEE DESIGN OATA, >~~~'-2\'&." ~ - "II!:... ~. ~ ,"-;.-' !i! ~//I il -... 1,) ~ f,I' 1~11/:l\L,,~;n,~ _ I:_~....-.:t "-~4'0~, ~--. ~~{)II'~~!!j(:eAN~, B; ~-t- J _ __ ~~~,~ I: :, ~: ~'~...~ V'-I'+T !:Lsd.. .. !1~. I 1 ~ i~+ i .i~ tEFTlam 0- JOt =~i'Al ~"'-' :. ~ ~ ~-1' t --r-. " =~'J(Jl'.Jc + . . ,'l .~: ------'- JJ-~----+-- ": BANK ~----=c'r---- - 'T -----+ -~--- ~ m EL::mu:: . ~ ~RT' ..1. +- +- t- '<~-="" '-"",,-- .':'1-' ~ ",In A,A f-- I .r , rlU" ",.,'w, ,'n,'f I , . "1 '~I r ~lTCH ~! 0, ~ ~ ~ I ~<< .;.-"" F-' - -==-=- - - -=-:.: =- r - --j-~ _C I I i I :, -+ i i .c. , --3D' - ; ~ .--. =/ ~~t ,-,< . 1 "1- "1. Z05tOO 210+00 UR8AN DRAINAGE AND FLOOD CONTROL DISTRICT FIRST CREEK ,'","," ,\,', '"'' '. " " i 0,''"1 ,,' ~j 'I '''<''', hi '~I I 11., //'J: "I..'..~ , ", f- ' + ~o~ ~ .~.. ,. ..-li.. 51f~.D , ., " '~;. i~~.;. II ~- ---_ t-- . -........,' , 1 ''''',,_ J 215+00 ADAMS COUNTY '1/ I."; ,/ , fin /~ ,:i I' ,1,1 I //1 ,.f I' 1/ ff:~/- T "'I' '" H:.~'. : :)- - ~ ':! "tZ'~~ --:-~ I . ---- F . t - I 1 /TOP OF FLUME EL. 5108.5 'I"! I . ,., T I~ ..At. *=-~. · I ~~~r~ ",,,/ ,.m ~ ,+.- ~:E--- r-- 1 -- 1 =+--c " ~t~' n '., --oF"!GH AYEL~o..$URl -t-~ : E)(t TING :ro~ ~ H'f\~, 2- -EL ~I .-4 +--~ . - ---.i-, -- t--- \("\ VF:ng WATE SU ,I j.. /, T1JjlfC-" , IT ,1-- - IN ERr. ~L. 51 >&.0 --+ V ':1 t -;;.A r= ~_ 2.0' IE WER <I: ",n.b-.. =;=;=;:- '1- , '=e-- :..c ..- , -- --..,--- -- . . fL,' ~OS~~ car ~~;Dq _ \ : HIIGHWAY 2 : '17 'CRnss SE Tin'" -.- , - - -- -- -t- '.-..-' . ,=-'-':. .-' .- ,: "'~ :~ , '''''' CONDITI NS fL 11.....h, , :-,....TO OF L 'k lf~tf ~ -r 112'5'-: t 13.~' I ~. '.~.-1f =-c 25' 2, 1 ,--. d , 1.5-'-7 , II lOGE [ :;:. IIf t' . 'STATtON 2113+8( t. i -----, n. l' 1 ) I +---------=---- , i -'-L--.:- 1 , 220+00 225+00 230+00 MAJOR DRAINAGEWAY PLANNING ARAPAHOE COUNTY ~. Tef '.1 ,-t :'- -- ,[ + --_-"1- --n" Alt WAI.l ~ i /' ..- "~ T l- ie.: eURLINGTON DITCH INVERT EL. 5103.5...., SCALE OF FEET roo ~ "'" '00 '00 '91" L' l'l~ .Ie, 1 'C.~ . .,.+ - -'=1= I L , [C' , - - ~- - ~ e.. tN CH4NN! .' .-- -- T :=== 5120 -f , + f- -= 5110 , ~ d==. E e= ~--: L_ -" -r_ - =-4== i= ---T~- ~ , I .__ ., C-- oa-y ~- i 0 " = --- -.- 5090 ~ 'C: . ..-~ "n~t-- c_" 1. 235+00 240+00 241+90 PLAN AND PROFI LE FIRST CREEK PLAN- STA. 206+25 TO 241+90 PROFlLE-STA.187+60 TO 241+90 DRAWING NO. 13