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<br />-,.oo_/i~_ ~:",-- <br />'e'/' ~'''-'>/' \~ <br />lVi: ,?,ce- '=_'''''--=>' '\ /KI~\-: <br />I5YX^"'" /' 0"'0 \\,~ "'002 <br />( '\ __' , ":i' \V \ PROPOSED ' "'02,0 <br />~,.:~' 0/ -- '...~--- - ''''"~ "0>7" -;tg \\~ \p~~~~N~~~:E g <br />\\ ,,,",.. r;fl<j) / - g "~\ ""oC', ;}:; _, <br /><\<'\\. "00>0 "000< - __~-- ~ a - \\ "t--_ co;, '~, "'r <br />J,\,\ \"'..... __ _- 0 I t=1~f-- I -II) <br />~PROPOSEO __'L /' ,/~" -x---f+-~----~- \ _.70__-. ;'" <br />~H~NA STREE (/~~/ ~----- \ { --+- Iii 'I -.j-~- 'ff ~~', '''~J, PROPOS <br />RIOG~----~ b?,.-.... .x',1 ---:::-:__ - -- - _ c,'e. -.....'f-\~ I" -.....: ~o, <br />~ .~...;v /,', __- _ " "C'.',.. / SlOE CHA <br />v@; ~/ ~ -.- \ --.:::::: i ~,~ '......,;;;0 SPILLiliA.'Y <br />r\~ ' ~ /' ~:;:::..-- \ , 0 v.,,' -.........:::~..... '--~ .....!....~..... O'BRIAN CAN <br /> <br />~ ./ /FOR IMITSooOF I~- YEAR "'~'. ; ~ ~~'-:>:~-'-~~\1''':;~'''~''~', I <br />\ / FLrg PLAIN FR.~ ,;", .;-" ./ ~~~ '\=_~' <br />~'<~\ "", STA ION 187+60 TO 205+00 ,;:; ----- __ 4_ <br />'07:;\ SE DRAWING r:tB' , ,,,,,. /~ ,," <br />~~ / -' PROPOSED CHA"N'NEL '^" '~~' " <br />':S-(" ~..~~ ""0," l I / // IMPROVEMENT / <br />~ '''( I ,I:: ~ II""" . 00' <br />'"'o~'\'\ ,"".." I ,~" <{ / <br />~~~\~'0' I '00'__ \"m, / '"'" jj~ / . nw ,/ 1. 'co' n+'. <br />'1'.,.. \ \, ".....1 _ ,.Ii P /. ,"n_ / 100 YEAR FLOOD PLAIN LiIMIT ~ <br />.... .\\ g / i/,' ::" SHEET FJ:::O~ FOR THE 100-YEAR UNDER FUTURE CONDITIoNS <br />~G',:,\~\\\ . tl'_ / i.:'/Y? FLOWS "LINDER BOTH EXISTING AND/i WITH IMPROVEMENTS <br />-.-- '\" '00.70 /, 5000" I''}''} FUTUREI CONDITIONS_ " WI THO' 'r IMPROVEMEN <br /><$'~~\ ( ,.'/,'"il >::'''0'-2 \ "'0'" 1\ 'u' ,''','' T; "00' <br />.~-\ ...;l ...\ ...... I! ..... ... <br />~\~\ ,"'" ~::~'y" 0/( /,;~~~~c:!=: -~,~-E:2~-'~;,,'_~~_:_'_' . <br />.~,> ", ~ <br />.' ~', <br /> <br />r--r' <br /> <br />':~e-~l , 1- <br />I. i:/-~" <br />I <br /> <br />=1:=: I.:- =r= <br />, - j <br />-l-;~ ., <br />~"- <br />, <br /> <br />i <br />_ 1 <br /> <br />I~ I <br />~'i_1 <br />. ulJ]~ <br />, :0. <br />~ <br /> <br />5120 -~~ <br /> <br />a <br />~ <br />.....!! <br />.= . <br /> <br />,uif n' r <br /> <br />}'G. <br /> <br />k. <br /> <br />GE <br /> <br />5110 <br /> <br />I <br /> <br />.1" <br />= - .. <br /> <br />== <br /> <br />.. <br /> <br />--L-- <br />... i"'''- <br />, 1'.,- <br />~-='i <br />".:.. i===t1 <br />lJ <br /> <br />100 YEA <br /> <br />WA Eft. <br /> <br />- <br /> <br />5100 <br /> <br />~ <br /> <br />I <br /> <br />-~--~-=-----4 <br />:JC - <br />L <br /> <br />5090 <br /> <br />5 <br /> <br />e- <br /> <br />I <br />, <br />'=1. <br /> <br />=--:.-=----~- <br /> <br />+ <br /> <br />EXI TIN TOP Of <br /> <br />. . <br /> <br />,~ 2.' <br /> <br />I <br />~- 1 <br />I <br />VERf-El. ,- n -+-- <br />----r- -~~ =--:-~- : <br />---=-= ' <br />,c.,_= '~c:i:= <br /> <br />~-:::: <br /> <br />I <br />~=~.E <br /> <br />185+00 <br /> <br />181+60 <br /> <br />190+00 <br /> <br />195+00 <br /> <br />200+00 <br /> <br />GIIOUIIDCOIITROLSURVEYIY MERRICKIlCOOlPilNY <br />ilERlilLPHOTOGRAPHY 8Y MERRICK'COMPANY <br />TOPOGRAPHIC MAPPING BY MERRICK II COMPANY <br />CONTOUR INT!:RVAL 2 FT OAT[ FLOWN 11_,o__n <br /> <br />llESIGNEO <br />ORAWN <br />CHECKED <br />REVISEO <br />REVISED <br /> <br />'" <br />f.S.,S_A <br />" <br />" <br />K,L,V,R <br /> <br />DATE I ~ - I~ 74 <br />DATE_~ <br />DATE 12-23-74 <br />DATE 1-1375 <br />DATE 3-7-77 <br /> <br />CITY OF AURORA <br /> <br />ENGINEER: <br /> <br />.-..., <br /> <br />ENGINEERING CONSULTANTS,INC. <br />DENVER, COLORADO <br /> <br />r.' NOTE: I. THIS 15 A PRELIMINARY ENGINEERING <br />,,\ '"'_,_,"'1 PLANN ING DRAWING AND SHOULD NOT BE <br />) , -_,,_ '-I USED FOR CONSTRUCTION PURPOSE. <br />'j _" __ ~1~">>cf'--=:,~ 2. O'BRIAN CANAl. WILL BE PROVIDED <br />,.' f-r '\ y'v .-::</:; '----'x:: WITH A SIDE CHANNEL SPILLWAY TO <br />/- Ji..I~J,. ""\.. // //').. PASS THE 100 YEAR DISCHARGE IN THE <br />" 1:,1- I \,_, "'':''-'' '..-: /./--;; FIRST CREEK. THE PROPOSED FIRST <br />. 'I' ~\ , -~ ,,'- ~/"7 -- CREEK CHANNEL DOWNSTREAM OF <br />, ' I ~ \-......:~ ~ . // -0'0'0'-.".'.<:--; 0' BRIAN CANAL WILL BE ALTERED TO <br />i I -..,,~ -.., '\ ~. - -/-- / ~,,<, / \ ACCOMODATE THE SIDE CHANNEL <br />I ,,0< " "'" , ,: 1":/ / 7 -::~cc..-/ \\ ~ SPILLWAY. <br />il/ ~~~H:~~E~~ \ 1 \ \.'::;'/';1;/ "", 'r/I;~\::'.<;;\.?'\'\' ""'i~ PROPOSED IMPROVEMENTS <br />'I 0,/ f;:.L 51 54 IN'~ \ v. ''''iff. ( ,,,,,. \ E:!i 1:. STRUCTURAL <br />"I I,HIS EACH "~~~ \ \, ,_~--_- . _ /7' ~,." '''''''' ~.~~ -'> ',.'" _ ,:".. ~! I. PROVIDE BRIDGE UNDER HIGHWAY <br />i I . ,~~ _ -:;J' (fff.~-2 '... ,,", <:t 0 2, 5 NO. 28.0' It .8.0~ <br />,'J...'<r: ......PR SED HIGHWAY 2~RI~~~~~~ \/ ' I,~ff ~~-2?'_~----'::~--;_--'-' "..""'-~~)Co, _~.,.,,~~IF~. ~ 2. ~~~~~15~~G~~~~ ~ ~~:~ OF 1600~ <br />/ . ~ /fff:"Y '" 3. PROVIDE A 8.33' x 5.0' SIZE <br />~ I ",,;7/ ,;, ( ~'" "~ ':~;;;; - =-- . ~ FLUME FOR BURLINGTON DITCH. <br />() " :" ./ I "",' 'I! "" ~ '>, ""0 0 THE FLUME WILL HAVE THREE <br />./ \ ~ SPANS OF 52.5'. THE FIRST <br />~~_~ ~ l'l \.._.... ", : CREEK CHANNEL SIDE SLOPE WIU <br />I \, ""'--_"'_~' (.ol - BE STEEPENED FROM 4H: IV TO <br />r-------,>., ~",' "~ 2H:IV. <br />-, 0 11/ <br />~ ,. "~'" 0 /~ 7 ""x,,,"_,,1 4. HAVANA STREET HAS BEEN PRO- <br />"~- ~ :- - / ''''',' /, &v''VIDED WITH A BRIDGE HAVI NG <br />~~:~ LO~\~L't':~EL\~~~VEME~~:u""'F' \ " " / ,/.. /)" ", TWO SPANS OF 315: <br /> <br />PROVI PI~ IN,LET IN BOTft.... / /'~+ I .,~o... // ;-::.<:~- <br /> <br />~~~:~.:ON:r~~T~~~-~N'''R:~.", ~' " /// /j7/~ /;i'~;;;-:-:~~- IIC~~W~:L.~6~~;~.~:~~O:in,EEN <br /> <br />, j '/1 (:( (;j.""'-; -~.-:,::~ STATIONS 219+00 TO 219+80. <br /> <br />) c '_'"0< \.''''--.. ~'"'o''' __',.. / i((' ~;---- FLOW WILL BE CHANNELIZED FOR <br />~----"----o.._, _ /<" - ,< ".t ... 500' UPSTREAM OF HIGHWAY 2. <br />.:-' I ! FOR LOW FLOWS. <br /> <br />~:i-=___= =.--- '~. :...,.:,.-:~.~~--:. :=::-::::~ .y,/ SEE OES'GN om. <br /> <br />>~~~'-2\~" ~ - ./tIi:... <br />~, ~ ,"-;: !i! <br />~//I il <br />-, 1,) <br /> <br />~ <br />f,l- 1~11/:l\L,,~;n,~ <br />_ 1:_~"t"1:t '-~4'0~, ~--. ~~{)IF~~!!j<eAN~. B; ~-t- <br />J _ __ ~~~,~ I: :, ~: <br /> <br />~'~..'~ V-"+T !:Lsd.. .. !1~. <br />I 1 ~ i~+ <br /> <br />i .i~ <br />tEFTlam 0- JOt <br />=~i'Al ~~ :- <br />~ ~ ~-1' t <br />--r-. " <br />=~'J(Jl'.Jc <br />+ . <br />, ,Ii =~: <br />------'- JJ-~----+-- ": BANK <br />~----=c'r---- - 'T -----+ -~--- ~ m EL::mu:: <br />. ~ ~RT' ..1. <br />+- +- t- <br /> <br />-<~-="" <br /> <br />--"",,-- <br /> <br />":'1-' <br /> <br />~ <br /> <br />",In <br /> <br />A,A <br /> <br />c- <br /> <br />I <br />'1 <br />. riU.' "...'W' .'n.'f <br />I . ' -=r <br />'~I <br />r ~lTCH ~! <br /> <br />0, <br />~ <br />~ <br /> <br />~ <br /> <br />I <br /> <br />~i. <br /> <br />.;.-'" F' <br /> <br />- <br /> <br />-==-=- <br /> <br />- - -=-:.: =- <br /> <br />r - <br /> <br />--t-~ <br />~C <br />I I <br />i I <br />:, <br /> <br />-+ <br />i <br />i <br />.c. <br /> <br />t <br />--3D' - ; <br /> <br />~ <br /> <br />,--, <br /> <br />=/ ~~t <br />,-,< . 1 <br /> <br />--1- <br />"1' <br /> <br />Z05tOO <br /> <br />210+00 <br /> <br />UR8AN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />FIRST CREEK <br /> <br />,'","," <br /> <br />,\', ,,'. <br />'. .. " <br />i <br /> <br />"'""I <br />," ~j '/ <br /> <br />''''''I <br /> <br />H <br />'~I <br /> <br />I <br /> <br />11., <br /> <br />/.J: <br />"I.....~ <br /> <br />I <br />", <br /> <br />f-- . <br /> <br />+ <br />~O~ ~ .~.... <br /> <br />..-li.. 51f~.D <br /> <br />. <br /> <br />'. <br /> <br />" <br /> <br />'~;= <br />i~~.;. II ~_ n__ <br />t-- . -.......,. , <br />1 ,"'........_ <br /> <br />J <br /> <br />215+00 <br /> <br />ADAMS COUNTY <br /> <br />:/1 <br />Ii,; <br />,/ , <br />fin <br />t~ <br />:,i I' <br />,1,1 I <br />//1 <br />'.' <br /> <br />I' <br /> <br />1/ ff:~/- <br /> <br />T "'I' <br />'" <br />H:.~.. <br />: :)- <br />- ~ ':! <br />'tZ'~~ <br />--:-~ I <br />. nu <br />F . <br />t - I <br /> <br />1 .....TOP OF FLUME EL. 5108.5 <br />'I"! I . ,.. T <br />I~ ....m' *=-~. · <br />I ~~~r~ '."I..m <br />~ ,+,- <br />~:E--- r-- 1 n 1 <br />=1=-' " <br /> <br />~t~.. ... -W'H1GH AYEL~,-.$URl <br />-t-~ : E)(t TING :ro~ ~ H'f\~. 2- -EL ~I .-4 +--~ <br />. - ---.i-, -- t--- \('\ VF:ng WATE SU <br />,I j =. I. T1JjlfC'<: , <br /> <br />IT .1-- - <br />IN ERr. ~L. 51 >&.0 --+ <br />V <br /> <br />':1 <br />t <br /> <br />~A <br />r= <br /> <br />~_ 2.0' <br />IE WER <I: ",n.b '" <br /> <br />=;=:,';c <br />'1- <br />, '=C-- <br /> <br />:-' <br /> <br />or <br /> <br />. <br /> <br />-- --..,--- -- <br />.1"- <br /> <br />~OS~~ car ~~;Dq _ <br />I : HIIGHWAY 2 : <br />':7 'CRnss SE Tin'" <br /> <br />-.- <br /> <br />. <br /> <br />- - -- -- -t- <br /> <br /> <br />-.-..-' : <br />,=""-:. <br /> <br />,-+ <br />-- <br /> <br />,: <br /> <br />"'~ <br />:~ <br />, <br />,-" <br /> <br />CONDITI NS fL 11"'''", <br />, <br /> <br />:-,....TO OF <br /> <br />L <br /> <br />'k lf~tf <br />~ -r 112'5'-: t 13.~' I <br />~. '.~'-If =-= ..' <br /> <br />2. <br /> <br />1 <br /> <br />,--> <br /> <br />d <br /> <br />, <br /> <br />1.5-'-7 <br />, <br />II lOGE [ <br />:;:. II' <br />t. . 'STATION 2113+8( t. <br />i -- --, ., l' <br />1 <br /> <br />) I <br /> <br />+---------=---- <br />, <br />i <br />-'-L--.:. <br />1 <br />, <br /> <br />220+00 <br /> <br />225+00 <br /> <br />230+00 <br /> <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />ARAPAHOE COUNTY <br /> <br />~. <br />Tef <br /> <br />"1 <br /> <br />,-t <br /> <br />:'- <br /> <br />_ .[ <br />+ <br />--_-"1- <br /> <br />--n-- <br />Alt WAI.l <br />~ i <br /> <br />/' <br /> <br />.,- <br />..~ <br /> <br />T <br />l- <br />ie.: <br /> <br />eURLINGTON DITCH <br />INVERT EL. 5103.5..... <br /> <br />SCALE OF FEET <br />roo <br /> <br />~ <br /> <br />"'" <br /> <br />'00 <br /> <br />'00 <br /> <br />'91.. <br />L' <br /> <br />fl~ <br />..Ie, 1 <br />-c-~ . <br /> <br />-:-+ <br /> <br />- <br /> <br />--=1= <br />I <br /> <br />L <br /> <br />, <br /> <br />[C' <br /> <br />I <br />- - ~- - ~ <br />e-- <br />tN CH4NN! <br />" <br /> <br />-- <br /> <br />-- <br /> <br />T <br /> <br />:=== <br /> <br />5120 <br /> <br />7' <br /> <br />. <br /> <br />+ <br /> <br />f- <br /> <br />-= <br /> <br />5110 <br /> <br />, <br />~ <br /> <br />d==. <br /> <br />E <br /> <br />e= ~--: <br />L_ <br /> <br />-" <br /> <br />'r_ <br />. -:-4== <br />i= <br />n-T~_ ~ <br />, I <br />,.. -, C-- oa-y <br />~- i 0 <br /> <br />" = <br />-- <br /> <br />-.- <br /> <br />5090 <br /> <br />~ <br /> <br />-c: = <br /> <br />'.-~ <br /> <br />--n~t- c___ <br /> <br />1. <br /> <br />235+00 <br /> <br />240+00 241+90 <br /> <br />PLAN AND PROFI LE <br />FIRST CREEK <br />PLAN. STA. 206+25 TO 241+90 <br />PROFlLE-STA.187+60 TO 241+90 <br /> <br />DRAWING NO. 13 <br />