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, 'in \" //\~/:,(,'1 1;J(~ .. - _.--~ , -"? " :c-::-:;-:::- ---- ~ ft~l _ -:_ -)' . ""'(:~ ~ /:::;JA'" . < ,7 ,..,., '.- / -'>,:: - ,- '- - - .'." ff- , ./ ~_o-o'.:-n~ /, "'- 1'/' - :r:: '. '~,_,-~, ~-'\ ,,~'~'''')--;\. - ,',,~ ~~\ ~ \ ~ ~ ~ ~-:"'~~~;5')'?:s !'\- · '" , '" - .~- ~/ /~ \:;:~ \}~~ --.:~ , . '~ . ~~~~J;~ ~ $_J'F' .0 \ )'\':"~ 0 J } "..<7' , - <000 0.' !---:: ~p ...~ '~+'1> .< \ , ~ ' 'p.~~....~ /. ~ /. ~' 1>;.., .,' \/,: ~~; '1t-"'", 'J1.<.. ~.!Zy [~J" 'I.. '" / 'bO , ... ", <g. .' - ,iT, ,'," ,(} \- (,,~i:.>',,:! ~:' , ,~ :-' " 0 ~~. "\.". /", I~" \"' 'Q , (:\[i, (-- /~ '-__ ~"-\')/..:' \' ~~-.;,';; \.. '. "'. '-.' ~'~ I; . \(' _ -, -:Y:...ff, _' " "S~~ER SlPHoil '. . . .."...,t (..., l~..~~'~2L;r 1/ : \~..:1l. "l~'~' -fttr~:c~~~ )y /' ~ 'll ti:~~I~~J.~A":~~CONDI16,7\~) yY L./~Jt'''j/~(: LOCATION a STATION LOW CHORD ELEVATION 1FT.) INVERT ELEVATION (FT.) EXISTING CHANNEL ELEVAllON / 1FT,) ROADWAY ELEVATIONjFT.l OVER BRIDGE BRIDGE OPENING AREA (FT.2) TYPE Of IMPROVEMENT ORCHARO RQAD 111+7:1 ~~~LBt~~~~AN (EXlST.<W.2'CLEAR s<>4NBliI()(JEJ 5440,0 '€lUST. ,H.J91) 814.0 (<XIST .142) :1436.0 (<XIST 5434~) 5425.0 M21.0 :HERRYYo()()( clRtLE 118+40 ~f~~~lORGgPAN rmv If;tdWAR :1444.1 08'0 (<XIST HI) :l44Z.0 (EXISr: Hf2,6) 5430.1 5431.0 ;QfRANKLI STREET 193+110 NEW DOU8LE SPAN BRIDGE. 2@2e.5'W~13'H rexIST280'CLEAR SPA1i8!1106E) 5460.0 (EXIST tU~91 141.0 (<KIST 3~O) 5455,5 (EXIST ~433 3) 544Z.5 1=1=- f-. .= =- =Il: ~ w w 1 ---t- ..70 f---= IUO. == -. = t- f- j;;::- F ~ , 1-= 1..0 - .-=-- cc t v' PRO . TDPjOF C I' r-IOC TIt. ~ 1M ROVE I-- .". i-t .:c&;~~ .PR FILE ,-7 '. 1_ A - ~, "'. ,no. lOT"'" -~IJ I ..... .. - r; -.. ; :,/ .. =1 1..0 g; =- - - I.ao == = .'-- I -, 1"-., QP. - .. .,,~ -- . =\. IUO I I-I- ---=1 =1 ; -:= +--.:= =:==- c--t=:::::= - --J - j , I I. 1./ ~\f==-_ - ;: t~; s::e:~~ b;=-. Ul0 =--= l=- 1--. . ] -- - 5.00 I- ...J- -I I ~ I -- . -- t==. --1-- =- 1- .tT"" - -- -I 1380 - -I----c -- .~ ::1-- _=-_ , I - 'L -. ~"'" = ~ , I .~l~~1:.~ ~ " .t- TYPICAL CONCRETE CHANNEL CROSS SECTION ... STATION. 172+00 to 17&+'50 ... I IOO~R,FLOOO\lrI,TERSlJRF.I,a: /.; . lu I""'RO<o'ED 1~~.I,~~Et. CONtHIO~S ~6 s~~/ ~ ~ ~ s /. . 'f) ....':-11 o ~ !:2. . .,....~ t.\I'Q /'./\ '- STA,L(.,ilI~';;"."'- _ i L "LOlt~~' ~,~ , ~ ~l....-: :\ 'b~ '" ~-) . /:/.. ~ _ :_/-01~1 ~ I j I ~~1 I 't-'-: I. t.-l-ii-e--' ---'- -I-. :J=-..i:::=0L+ I / L~~~ ~:-=-L+ - . ;- - _:-'h- Jf" j \., EX\$itNo ~~L" ERr' , rJ 0004STRCT\JREI i I ! ~ !( I 1 I ' :' ~ SEWER "" I IOOYII fLOOO "ArE~ SUIIFI\CE ,_'-"""'~ ~"':";'""""~"''Z~, -"':- \ 'I ~ ',l-'~ '----'\ /i.:^ -~~)~ "'-c f--_\- \ ,h ..., ~ L,~'"'' -' "., -" "",,\ I 2 .:_S~~~hcnoo ~ __ _ . ~)t\ ~" \/ sro~E ~ -- -- ~ :\ \-< '-^Y \............ I - ~ 120' I '-_____1:. "'"- -1---\' w"" \', -"'"'~ _, TYPICAL EARTH CHANNEL CROSS SECTION -L \ \ ,-", '..... STATION 183+4~,IO 193+~_~ ./ . ~ ~- /, '\ o . ,~' '"', ~ '/ > -' ,- -~~~),," ," \ $TAT N EQUATION , ",-<>" """'~ . ..3/ .:~"<)~. ~~~ AHEAD. ~ ~!I,I5"lrc_' - . . /' '" 195+\J BACK _ / ' ~,' ,:", 'i~,,~,=~y,.~, _ - .' 'e' ;-_.f~ /"\;..>0'\ \_~ - ~~ '" ') ,.-:r-,r,+;Jf '~~ ." , \ ~~. ^,,"\..... D~T~~G>l r- "" \ )~~~' _ OIlIVEwn I --..- - 1?lS~LL ~i--\.':i:. ------~_.-./.!.~~ "'\ ,\"\ ~ ACOIJjIl IIOW'\,. :----==---------- ------;.:~;::---- ,,:,C.;?' ~'I' - l~ ~.,,,' i ...--- RDlf..) f-- I-- ACQUIRE R.o.W l!- -1"",....- ~ ,II'" . .~',.~/' . _,-\' /\, '__\ I ,\-..) .-.....::.~.. ,.~ \ '" s~~~? 1ol1l~.I,NC:. --..:-. -----:- ';' S~ER S~~ \ .\ .' .J ;( / .t.CQUIR '. _'V (\'.\. >'(>/7..:,\" '~-:::~\, '--<:)('~'~E~D ) (, ), :..._..._... ,,~ '+ 'v . ../ fbi[-'::'~j':-' I:' ";"~7Y'-'-'" '--&/' '\. //\/~ _____ Ii;.-if'(. ------., ~ i ';^ / "' ";W.,~,,! ',. "",IO--AR ,,' /, (WEIR FL ",'.... n;. FLOOD P......IN LIMIT " " " .' INPROVE9 CHANNEL' CONDITIONS _ ~ /'\' , " , , . 4. j I h NOTE: JUNE,1919 ADDITIONAl.. HYDRAULIC ANALYSIS OF TliE REACH FROio! STATION 118+60 TO STATION 193.$0 HAS RESiJL TED IN A CHANGE IN THE 100 YEAR FLOOD PLAIN LIMIT ANP WATER SURFACE. PROfiLE FOR EXISTING CHANNEL. CONOrnONS SEE INOEX SHEET FOR SYMBOLS ,- , c i" , - f- I , ANNiL ! 3= , I ;- -I/: '100 J1C.~ 1QUwm. lnm.i PR FILE . E<I~"" '''!'f@IiWTIq<! I I ; 'l- II ciI ~, J ---: . =, -\ il II -tJ L~ I Oft PST~UR PROFtLE F,! ~s;'l~ 3..~""!ART1 SEW~R" .. ~".. Cll'rma tHV RTEa SAN llRY I I i ! t-Y-- - STA t70 oote STA 196;'30- I ,600~ ef1I t!2? VA. 5TO IIll i - \t~: ~I s;J~~~l t t , , : , : -I : i -I I i t-l I~ -- --1- - ~~wn.rL~~ ...J'Jl&e !:OOt l(. , ~ I ~- ---L- i' I , , ! I - -;- --r- - , I , -t- t 1 0 1 --- TOPOGRAPHY BY PHOTOGRAMMETRIG METHODS fROM AERIAL PHOTOGRAPHY TAKEN OCTOBER 1,1973 BELL MAPPING co. CONTOUR INTERVAL. 2' P1ANNLRS DESIGNED~OATEf'H'-h" DRAWN ~15- OAT( ~r._*J_:_..7+ CHECKEO DAH.~ REVISED OATE ' - 1,15 URBAN DRAINAGE AND FLOOD CONTROL DISTRICT ENGLEWOOD. LITTLETON. GREENWOOD VILLAGE. ARAPAHOE COUNTY. DOUGLAS COUNTY ,{ 0-1 - ~ , 1~ 1 5 vt~ ENGINEER'iARCHITErT~ MAJOR DRAINAGE WAY BIG DRY MASTER PLAN CREEK /~\'-\-~ 1"/~\......o.V't..~ ~> \71,~~ J . ~ ~"h'.~"~j ~4:'OF ~"'l - ~ NOTe, This dnowin9 ;. R mRlt~ planning sh..1 representing pll!liminary .r>d conc:eptuRI .ngin..ring 111I11111 not be used for conslruc:ionpu.po.... % ~ IOOYll,FlOOO "'.I,TEIl SUIlF"'CE ~ ,i;'~Il0VEOCH"'~EL CO~TIOtjs , , L , ,,' TYPICAL CONCRETE CHANNEL ANO OIKE CROSS /\ SECTION -- ~ ., ~TATION 178+50 to 183+40 \ '\ ,,? '('A ___ ~,../ /..------ . \" @ //,/,---/ ,", Im~ '00 I/~ 15 215 SCALE --: .....L ldo" 6 /. /\ v. +~ i ~ I f U70 t I . 1 i t f-- ...0 --'-" ; I' I II '.80 i j , I 1..0 t , , '.'0 ,~ i i + '.20 , , -L i t--~ I , I I! I~ 1410 -'-- + -r UOO I e<t,j, 1 --L , t ----L- --~- -- ! -1- t , \ <:,'(''('''' .810 115 BIG DRY CREEK STA. 170+00 to 18'+00 L....I4I7-.I,-OOZ..... SHEET 8 OF 31