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7397 . ~ ~ ~ ~ ~+ \, ;,.~' /.:- (" \ " \" . / J" " "" - , \.""'" ".; \ ~ "- \ "" -- - \... ~ -'..... \ o . ~+ T \ , , / ;'q[ f /P I~ - :<9 I' , , , , ~ , ~ . ~ ,--' "- f " ~ N . "'r '-.. I \ \ , \ "", '" , ' \\ '\ \ ' '"" \ \ \ \ '" ~ \\\ , \ I " i \ I \\ \ , ~ N . n "+ - ~ ~ ~ <i- ' ,'t;, "0 19 'l:: \ '2 'ao \ \ ~ ~ .. ~ . ~+ ~ N :; "'r N N :; "- - ~ N . ~+ \ , ::::!:::;: J, '\"> ~ ~/s: ' f-=~f* .. '. ~ N " ~ ~+ I , , , \ '\ \, e f~ ~e ~ n ~+ \ \ N I ~, o _ -;t- . 0+ . . 0+ I" \ ~ N ~ n "'r .. , \, f ~ -fo"!!'"- + " , " , n N ~ n "t- \ \ ~:; N"' o . "t- . -" o , . ~ \ \ , \ .. ' . ::1 :1;+ . N ~ ~+ N ~ ~ o " :; \ N ~ ~ ~ "'r ~ ~ o ~ ~+ 5 '. " m ~+ ~ " :; "t- \ ~ ~, o ~ ~+ y ~ ~ ::.. ~ N n . ~+ \ \ n ~ . n ~.. ~ - ~ \ \ \ \ , ~ N ~ n "'r ." ~ ~ ~ n 0+ I , , \ .. f <>l- I #/' II') m \ J, :; I \ ~ @ -- ~ " .0 '" :t .... " ~ . n ~+ \ n ~ o n "+ ~ .;, N ::.. o . N . ~+ \ +0 ~ N . " . :1;+ .. ~ ~ ; o ~ n "'r \ , \ \ ~ ~ m ~ . ~+ '1 CENTERLINES N n ~ n "'r ~ ~ ~ 0+ N I ,~ ~ "t-' '1;. e \ - " . '" '" 0( '-- t \ :; "' -----r . ';f\- r- ~+ TEA SECTIONS (30672) , ~ - - ~ou 31VMffil3H:}4- , === ~ ' ~ ~ ~ I ~ - ~ . _?it_-=- --mr-31VMmGH:l_ +~ _ =----= 0&0 SECTIONS (G11-30930) - - - - - ~ ~ ~ ~+ ~ ro ~ n 0+ ~ m t ~ "+- \ ro ~ . ~+ I ~ / / / / < < LOVE SECTIONS (LD-31l'l30) mLI1YN:ii.JHJ -' - / n . . ". - - A- - -A- - - -A- - -- SPLIT FLOW LINES WITH FLOW DIRECTION ~ o ro " n 0+ . n m " o T , , m ~ m ~ ~+ ~ m , n "'r \ o ~ o ::.. . SPLIT FLOW TRIAL LINES \ , . \ ) - n :0; <4- o ~ ~ 0+ f I / / / ! " r~ ! S /<J : I~I I. /c3J I~" I <<; ~ I I ffi ~ ~C) *;{ / - n n . . 0+ EFFECI'IVE FLOW LIMITS , I , . ~+ ~ . . ~+ I i o ~ m " ~+ n N m n "t- N ~ m n "'l- - ~ ~ . ~+ 300 0 EEEl33 Sco.le 300 I \ 300 900 i MODEL BOUNDARY LINE m ~ ~ n ~+ , , 1" ft ~ . , ro ~ ~ :1+ ~ ~ n "'r ~ ~ n ~+ 0; . ~. Ii :.,+ \ \~ n ~ ~ I' . ~0 If -Q.-~ (~+ 10 ; tEl (~ ~ ~ ~I ~~ I , ;;;S::' ~ ~ A..0 :' ~/ - ~ m n ~- ~ N ~ ~. b \0:< \O~ \ -Q, "- I 7- , \ " , LOVE FLOWS TEA FLOWS IN CFS 0&0 FLOWS \ " . . '+ ~ v o . ~+ 100 YEAR FLOOD FLOW DISTRIBUTION (IF NOTED "ND" THEN FLOW NOT DETERMINED OR AVAILABLE) , / -, ", ~ ~+ ~ m ~+ \ ~ ) ~+ I I / I I \ . N n . ~. <- PROBABLE SPILLS AND OVERFLOWS " I BRIDGE 'w'ITH T'w'q Rp'w'S OF PIE:RS: I ~+ ~ I m m o . ~+ n N . "'. f:/ ~ ~ ~ D n "'r ~ ~ ~+ ~ ~ m n ~, NORTH OF mOHWAY 36 ?~:( I \ ~ \ '\ \ ,I ,', ", \ \\ . d \ ~ \ \, , , \t.! =; \ \ l' I, /' / I .' ---- p'. " I 'f;' '\ -- -~ 'I' 'r-J ri0\' i J ( ~:_ , ~(( I ~ . ~ ;..J~. "1, "J '2 Q ') : #i~ \ · (if, / . ,.... '-cJ1." I \ ~j ~" \,-=. ,?!c- - ~- 1/~) '. " /1' ", I ", " r~ '_ '<t,.?(Y " "; ~ '. ?' .' " /' '17 '. .' \ ,. ; /......., ~ ,J. -",-" ~ '" . ~}. ! . (' ,-' . /.ri "l'" ~'I" " ; I ~4J5~"~~' . - .-, ~ ~7 ~ I~ ~"~ :/(.,15-1 .',' \ "f. ,~ '< r.\ '? I I'. !) t r:~ I ~ ;-' 'YC: i ~ ~ I ! I "DRyCREEkNp.2 " - ~" ~ ~ "'t . , o : . "' ;;- ~ ~ :'; . .,,- ~~ ~ " n N ~ n "+ . n . \ \ \ ~ ~ . ~+ ~ ~ ~+ nJ. o ~ n ! \ , \ \ o " ~ \ \ " '\ ~ \ --...,\ ,(\ \ .\; ~ \, ' \ \ ~\ \ ~ I "\ \\ "- '\ ~_ ~,\' \ ~ '\ ~ ' \\\\;.:\'\\ \ \ ~ \' \ \ \ \", \ \ \ \ '\ \\,\ \ \ '\ \ ~ \ 1 \ \ 'b \ 'J. f \ ~ ~ \ ,..", ':n ,,"I \ \ \ \ \ \ ,'\ , \ \ ( \ '\' \ / \' ~ \~ / I \ -~//l ~ ~;;I 0 ~, I / : ~I r~,. \ ~ ~ '--------. \ ~ ~ -0\ ~ m \ ~ w ~+ \ \ \ '0~~j ,"(/ , ~ , R "'t / I I / I / , ~_\ \ \\ \ / J ~ i r~ . ..., ~4- Il'i\~--........ ~ 00<;,----------.. ~ \ -- \..- \ i;: ; ~~ l ev <~ ~ "" -.1 cr{jt .. g i ~~ \ j~ ~ ji ~ ~ ~ ~~ i~ ~ \ J \ I ~":- ~ :0"._ !t-/ \... +j, D o~ I /, \ ..~~~ ~+ ~~tIY w 0 "? ~ ~I/ w ~ ~ ~ \ \\ \.. , 'l: .. - &. ~... . \ \ \ ' i , l N" " m . "" \ \ \ \ ~\ \ \ e~ '~ \ I ( l t < ~ n m . ~+ \ " 1 \ I I \ \ ! \ I, \ \ o ~ ~ n+ o ~. ~ ~. ~ . "" ~+ (. / ~ g f -:-"1 \, 1 r- I / '!, \ e:").. \ / /r::J \ ,(l \.!l \ \ ~\\:~ II; ~; ( I \ \ ~ \ X '>-.o~J:::~:'~-; :1:-; \ \ ~ '- l. ' \ <'c, \', ':.~ l'l ~ \ \. \ :J\ ':~01, I" ~-\. \ .!. ,,'i r) \ \ " " .!; ~ \ \, \ \\\ \ ~ ~ ). f (' ~T' I \ ~ .. \ \ \ . >~ \ I \ 1/ ~ J' \ I '\ \ \ \ \ . \\ , ~' ~ i \ \ \ \~~{\ \ . ~ ~ \ \ \ ' \ ~ ,\'~ \ \c \ "~"--"" , ~\f: I I / \)"J ~ ...,,--- ~ \ \\ I I -------~ ~ \ \\ \ ~, ,\ \ '\ I / 1 / , )/ \ t ~ ~ ::.. . / I " ~ I~"I \ I, / I \ !: ~ t I ~, I . \ I \ , , . " \ \ \ ~\~.,.\ ,- , ," \ ' \\ \ \' \, - \ \ ) , \ / \ \ I \ \ \ I ~ t ( I I \ \ \ n ~ . ~ ~+ ~ " o "+ , . f \'-0 \ 9- '" \ LP' 1 I 1 '"' m " ~ ~+ '" r , I N "' ~ \"'r. '" I), '" I I ! / I I I ) ( \ \ m ro ~ ~ ~+ j' ~ ~ m ~ + t Lf"4-- \ M . " ~ \ \1:-" ~,J~ , ~ - ~ ~ ~+ m '" + \ \ \ \ I '--, , \ \ ~ \ \ / ,"' / _________":>'0 I ( ) N '" ro ~+ N . w n+ ;; ~./ \<C ; ~ \'" -.0 ...._ \~~(-: \ '---------- -".,-- '" -~ \ ~ I I ~J r ~ ; I \ \ I I I 'I ..~ ~~ /'~ " l ; 1 . , J ~- /------.. '- \ '- . . , 'I ~ \ / ~ ... \.. (::;+ V", \ \ ~... ~- 1\ \ \ \ __..._-~ , -;.: <,'~ \ \ ,.' \ ) \f,'.~ ;.\~\\\~\\ \ \ >I :.' \ <: , '\ \, ~,\ x.\' I< :'_:-~ .'-~ -- "\,,~! "k \. \\-;::: \ .... ~ ------ ~_ _ __ " ; ,\) $ \ \.;;:'.:' ",.-'j- -=-:-. -, -- - -'-=~""-------=-=- '., '\ ----,,-I J ,->--/--"). -j.- ~<~ ..-:'~ ---- ~-' '-~--- ~ \ ", ~ ~ n " ~+ j' , \ I L - ,.... o ~ m ;0 oj- . \ m+ ~ n ;0 ~+ \ '- , I o ro o ~ "t- I t \ ) 'I ,~ . .. '- , " / " - . I / , - . ...~-\ ~ - ' --=.------ , ~ ~ '''-- ~ "",,,, ". \ ~ SHT NAME )t<Atw ~l> t\iO , ,,' REVISIONS CL l~1 URBAN DRAINAGE AND FLOOD CONTROL DISTRICT THE CITY OF BOULDER THE COUNTY OF BOULDER PI"?U.JI:.Cl EVALUATION OF CERTAIN ENGINEERING STUDIES OF SOUTH BOULDER CREEK HI GHW A Y 93 AREA TO SOUTH BOULDER ROAD R.O.W. HYDRAULIC MODEL AND FLOW DISTRIBUTION 20F 2 ~~~~RT &' ~~~~f~]~~~29 DESIGNED BY DRAWt\l BY CHECKED BY weT DATE DEC 18. 1996 TEA PROJECT NO 77