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St~ 6-5Q to I <br />I ; i Scaief'';'i6 . seai. ,,,: io <br /> <br /> <br />- ---- ..,"-- -'-..-l-n.--:.. --.-.1 -.... --.....- ! ... ----- -----.--1--.----. --..-.. ..- ~--:::--- .---....-..- .-. .--- --......-.. ---.--.... ;---.-- --:.,.--. .-..---.-. <br /> <br />I Ii: <br />--~I <br />I i, <br /> <br />. ... __n____1 ._n_. -'ExJing--p cirl'Stj"Ulilifies-iO be- --- <br />I odj,'sted tb suit. new onduit <br />~ ~q i'emon- <br />w <br />0: <br />I- <br />.-...-.... - (/) .--. .- -.--- ....- ..--.--..-. ----- -- - ---.- --- --..--. <br />-l <br />0: <br /><t <br />lil <br />a.. <br /> <br />1180 <br /> <br />1170 <br /> <br />1160 <br /> <br />1150 <br /> <br />1140 <br /> <br />1130 <br /> <br />--::.. .. ....... ....~.... ......,-~:=-=:=--:.'.: :--. ~:._:C5~/J-:: .. . <br />__~L_..::.--- -~~.== .. --:7J~~"'~ . <br />_/ <br /> <br />"1'1 <br />I'll J,/,J <br /> <br />~ <br />I <br /> <br />. <br /> <br />""" <br /> <br />~ <br />--S Nr 0 <br />,-5 <br /> <br />z <br /> <br />, <br /> <br />~IL <br />'l r <br /> <br />~ <br /> <br />- <br /> <br />~ <br /> <br />,1 r <br /> <br />\ \ <br />\ <br /> <br />....,....- <br /> <br />~$ <br /> <br />~ <br /> <br />\ <br /> <br />:i\; <br />I\i <br />/' <$~ \' <br />~ ~~~~-~ <br />M.. <br />/7\~., <br />.su~ <br /> <br />I <br /> <br />) <br /> <br />,_i:~~I ISO <br />~It, -,':)" <br />'., N <br />",,' <QV <br />"," <br />G:>"i.~ <br />~' <br />a ,It, <br />;J' U <br />\ c; . ".,)(+ <br /> <br />",c. 0 ~'v <br />o <br /> <br />Remove sediment from siphon overchute <br />Fill and riprap gulch channel bonks up- <br />t;stream from siphon to direct floodwaters <br />through overchute. Final appearance to b~- <br />comp~lIble with existing residential land- <br />scapmg. <br /> <br /> <br />7 <br /> <br />- <br /> <br />... <br />'oS' <br /> <br />{ <br /> <br />End chonnel rehabilitation at Sta. 12.00 <br />and improve natural channel 50 ft. up- <br />stream to provide suitable hydraulic <br />entrance conditions to new channel. <br /> <br />~/ <br />/ <br />, P,~ <br />~ <br />'~" <br /> <br /> <br /> <br />V!/l!llJ1 '" """'"'' '-I,", "",",", ."" ~ "" . . <br />~ below drops to contain channel work ' ~ <br />within clly ROW " ',:::'~ <br /> <br /> <br />.'. ~ ~..~ ..;':'~~';BO'~-e--..' <br />- ~~. .'.1..--0. . <br />f(JllJJ / w-;.. <br />~ ~ <br /> <br />\ ~~ rd! <br /> <br />I <br /> <br />\ <br />-~ <br /> <br />o 1 <br />;''''~..; \ <br />--..,~ <br />~~'+,... <br />-...:: ......\0-_ <br />_ I "'i:~ <br /> <br />\ ( <br />1~1jJll/J \'" <br /> <br />'-' <br /> <br /> <br />~ <br />~W\ <br />\ tZ0 <br />rzrJZfJ <br />~ <br /> <br />I <br />\ <br /> <br />, -' <br /> <br />1\ <br /> <br />\+ <br />. <br />. <br /> <br />'- <br /> <br />j <br /> <br />c <br /> <br />~ <br /> <br />. --- <br /> <br />tol box <br /> <br />1 <br />I, <br /> <br />f <br /> <br />PIOin\ <br /> <br />, <br /> <br />-- <br /> <br />\'Tronsition <br />culvert, <br /> <br />,- <br /> <br />\ <br /> <br />/,/J , <br />/200- ". --- . <br />.~~( ////; <br />I _,'~I <br />----- '" ./ <br />_ '~f <br />~/ <br /> <br />I 0 Ye r Floo <br /> <br />) <br /> <br />\~ <br /> <br />\0 <br />~ <br />~ 0-.. ~ <br />: ~ <br /> <br />OJ \ ~ F,O '\ ~ <br />\~ <br />\\~ I <br /> <br />~f- <br />II <br />II <br />II <br />II <br />/ II <br />( <br /> <br />J \ <br /> <br />~ "0- --- <br />~V~ '-~- .-~ ""~;-- <br />~~.,::~ ~ <br />-- ~.,. ~- -- '., <br />/ ~ ~ <br /> <br />- <br /> <br />001 <br />0' I:) <br />~ ~ <br />c:, "- <br />I <br /> <br />i I <br /> <br /> <br />, , <br /> <br />r ' <br />f~ ~ <br />,~ <br />'~ // <br />.Jt--... / <br />,;l: : <br />/ff1~ ~ fl <br />/ (II: ~ //1 <br />II " ~ ' <br /> <br />'0 <br /> <br />- <br /> <br />\. <br /> <br />--- <br /> <br />i\ <br />~ <br />I <br /> <br />/' <br />>'\ <br /> <br />\ <br /> <br />\ <br /> <br />Old <br /> <br />Yar s <br /> <br />::::::---- <br /> <br />I <br />, <br />" <br />; <br /> <br />Cit <br /> <br />/ <br /> <br />/ <br />4TH <br /> <br />I~ <br /> <br />------- <br />/~--- <br />/" <br /> <br />'\ <br />i <br /> <br />C' <br />Q: <br /> <br />( <br /> <br />( <br /> <br />-u <br />rn <br />):P <br />:xl <br />\ <br /> <br />( <br />STREET <br />I <br /> <br />'" <br /> <br />t/l <br />~~ <br />C <br />() <br /> <br />~~ <br /> <br />\ <br /> <br />( <br />, <br />1/ / <br />I I f <br />II <br />I I <br />I I <br /> <br />\ \ <br />\ \ <br />\ \ <br />\\ <br />j \~ <br /> <br />.- <br /> <br />/It <br />I (I \ <br />I, <br />\~ I r'~~ WV <br />\t~ \ V/QzJ <br />\ \\ ~ ~ '-- '\ <br /> <br />i <br />r-- -- - <br /> <br />~ <br />@ <br /> <br />\ <br /> <br />'7) <br />-- \\ yj) ~ <br />\ ~ \1m @" <br />~ ~'R~E~ <br /> <br />v7lM. <br /> <br />I <br /> <br />~ <br />4J <br />- <br />;::. <br /> <br />U-' <br /> <br />\--- <br /> <br />a <br />;z <br /><t <br />...J <br />:r <br />(!) <br />:r <br /> <br />w <br /> <br />~ <br /> <br />(I <br /> <br />~ <br /> <br />w <br />;Z <br />- <br />a. <br /> <br />~C(] I es <br />Horizontal <br />Vertical <br /> <br />I : <br />, - <br /> <br />/ I / t <br />1/ ..~~ <br /> <br />1 <br /> <br />J <br />A -T r\. <br />'\ <br /> <br />\ <br /> <br />- <br /> <br />\ <br /> <br />\ <br /> <br />.... ....-- ...- -- -......... ...---- <br /> <br />.:-1--'"" . <br />---- k::-::: .----- ---- -- ~ . <br />// <br />. .~~:: ... //L/. . <br /> <br />... .------.--- --- -- 1,--:;/ ---. - ----' ...-.--. <br /> <br />.. .. _/l--/ , <br /> <br />v/ <br />.-' . ~/ <br />..______.. _....___ ____. .h ....__..___.. .m___.. -----.... .-- ----f- .- --- -..-- --- ---..-- V"'- c__ <br /> <br />Reloc te ex sting ewer I ne at ... '.- - ... .-"..--~ .- ... <br />app:.o ~l<l. 10-.40 e Ie SSG I--- <br />_. _. . ......v ._ . ___ _. --- <br />...... .. _ .... .. ...- <br />_ ....''-- -. -.. ...... -... <br /> <br />J-~~;:r~~~ -- ---. -----~~~:---.-, - ... <br /> <br />-- 0..". ;,.. <br />1,../ t~~ . <br />/~..:\..~q.........-- <br />...../ ~ ~I-Ir prove chann I <br />---' ----------- ~- __ .- -~rof-i-~~. -- ...--- _;;>~~'pf -/ .. --'0 -nee~~~:~----.-. -------.-- --.--- ---- ------ --.--- -- ------- ----.-- ---- --.-- -----. <br /> <br />5 dacE!.. ~. illf..,<'l,", J <br />. Wa er <br />I 1'--- -~~--Jl U_ f--:::-- ;;::- .. - ~ . <br />.__ Relae te ex sfin"g sHean-uit ---.:~ ~I--::';::~":: -- ----: IF"- ~-- -::::- .----:- -:_:-:::--- ------ ---.==.-:- -=.=--.-- =--- .------. - Sta 0.0 -to - 16+0 ) --~=_::=- -=-::--.-':--::- ::-:-- =:--..::-. __n_.~-:-::-_---::::= <br />... if fou d nec~ssory In fi~~~:~ . trlJ ::t.r:"tji::_::~~;!J--....--. .::. ... .--- - 100 Y or Design 01 charole- I,OOOc -- ...-- . ... --.:::. <br />, __ ...:-_ __ ~_ ~:;;:'1 I .. , .,,_ <br />-- --. .. 1---.::: -~J.-- ,~-~ .. .- - -.. - <br />- ..__ _ -- .;:::-.r] - -:::I----~. .\e' ] .:. 6'hlgl '~~ltl I~:bo ..culvtri:-=- .... .:::::.., .-----:::. ..... -:---.... <br />:~.:::._:-: -::::::: - ~----=rd-4!.---:~_I--::::--j:.-; v~;i:.,~-.' ."~ '-. -:" Providk! extra---dep h-o~.est- - -..-' -___:: --::::~::---- -::::. - ... ---.:---.- .. <br />_ . _ ~_ -,.---- -:__ 0' Clla e~~. = _ barrel for i IcliltcllOnn L----------.- _____ __un. __'_ _.Not - See D.Rea. .Orlllin Ile M nmial- <br />. / 1-' ~~se .'~'" I. .... flow... ..:. =--=::.::: =-==:: =.::::::: :=--.- :::"-::::.:.::: _:: :: ::--::::: -.~- -.-:::: ::_for criterl oln ~rops. Use or uted <br />_ ..--' ___ ........".,..1'" -. -...- ---...-------.-. ____..n .. .. -. ..-- rlpr p or abi.on <br /> <br />1\. .. E//l;":::;::~~~ ~~is:~nt~ ~.oxu.s~ I~;~rcv~ti~~;~~~~e .__ - __,.:: :~.~~~-I:::~:. .:=-::~~~---_ '-:::=-=:.: :~~;~ ~~:~::: ~~~:_~: >- -._ :::~:;: ==::::::___ - <br /> <br />_ __ _~ _ _~ _ _ _._~ aro~t r1$tlC' _. _ _ _ .. .. ._ -::. _ . ._ .......... _...__... ._..__._._ _._____ __.._ _____..___ ... _ -.... .-. --. .-.- --. -. - <br />\. _ .____ _ __,.. __.. __ _. ___ ..n_.._ _.__ .___. _. .___..._ ._._.. _.___ ___._ ____ _.u ___ __.._.. .__._ .. - .__ ..__ .....-. -. -.-....--- .....-... H_ .-----. w. ..-. <br />,_ ___. .___ . . - . _: '_ :. __ _._ . _::__--..~ .--~_::-_. .::::::::__~:..::._. _:: .~:.- ---= __~ ____ u__:...:::: ..__::: ___:::.- _.::~:__..-.__.: -.-._. :~- - -.--:::: -_-: ::::~:::- - - .'. .:..--.. 1:._.__.:::-::---. __~-_ :~.:_ __ <br /> <br />0.00 5.00 10-00 <br />ENGINEERS DESIGNEO:U1L.KlJIDATE: W.-M. E. Project No, <br />Denver, Colo. DRAWN: mF. Auq.,I<)G9 9 - 34.1 <br />CHECKED: UJ.L..K1JJ. <br /> <br /> <br />:g <br /> <br />.-...-.---.. .---...<< ti.---.- -...-- -. <br /> <br />:~ <br />lr> <br /> <br />. J: c <br />55-( ECTI' N . --,: ----.~ 1- -_, --- <br />.70 '~_::i Jl <br /> <br />.. <br /> <br /> <br />'0 <br />e;'t <br />--~ ~- ._---- <br /> <br />lJ.. <br /> <br />. <br /> <br />---- -.-.- -.---- --- ----. ___, <br /> <br />--- _._~-- --- -.-- ---- ----- --. <br /> <br />~ <br /> <br />E <br /> <br />. <br /> <br />"I-' <br /> <br />+- <br />o <br />o <br /> <br />- -r <br />, <br />I <br />I <br /> <br />..------ -.--- ----.- <br /> <br />.._- .-..---.. ---.-...-- --- -.--- .--- -.- <br /> <br />~-- <br /><I> <br />'0 <br />::I <br />o <br />m <br /> <br />.H__ .__.__1-___ ------- -- ____.__1-.. <br /> <br />. <br /> <br /> <br />I <br />I <br />.:-1 <br /> <br />:z: <br />-l <br />:::> <br />C> <br /> <br />~ ---"'C <br />C C <br />::I ::I <br />o 0 <br />..._.__ __ m .__. m <br /> <br />. <br /> <br />. <br /> <br />~ <br /> <br />--- -----.-- .--- -- -- <br /> <br />I. <br /> <br />~._.-----:<:.;. ------ .,.- .-- <br /> <br />+- <br /><I> <br /><I> <br />- <br /> <br />---.- -_.~ -.-. w <br />z <br />:':::x: <br />w <br />w(/) <br />o:Z <br />u:::> <br />(/) <br /> <br />...---1.- <br />I <br /> <br />---- --.'.- .------ -..-- ._1-_'__. <br /> <br />-- .---.. ...-. I.. <br /> <br />w <br /> <br />3= <br /> <br />~ <br /> <br />c <br /> <br />c:i -0 <br />>:..J > <br />, :..J <br />m aJ <br /> <br />__I. ---- __h <br />I <br /> <br />c <br />o <br /> <br />r ~ <br /> <br />+- <br />.0._ <br />> <br /><I> <br /> <br />-,.,."- -'"-""-'- -.--- ...--.- --- <br /> <br />~O <br />00 <br />:..J ~ <br />o . <br />m 0 <br /> <br />Z Z <br />o 0 <br />>- >- <br />z.-z <br /><t <t <br />u u <br /> <br />w <br /> <br />REVISIONS <br /> <br />+- <br /> <br />.- "_.... ....-.-- _ ._._.-----... ...---.-- -..-..,-.--... <br /> <br />_._~ l.IJ____ .-- .-u...-J- ~ <br /> <br />- I <br /> <br />..... . .--.- ..-.-....-.- <br />~f.RO ERr~ <br />..,~~~"'\S tli';S::4lf..'- <br />...~v 'l-~ "0 "I .s-~ <br />.""" .' .... <br />. , <br />~ B · <br />-Ii +-90 4- If'- <br />, r , <br />, ~ S. <br />,0.., ~~. <br />'''', I'Ss '10" 0.. <br />..-.'-'''r . ION l~. ~ ,-.- <br />'": o~ COI.";-' <br />,- ... ,,-- <br />i <br /> <br />" <br />- ... \~. -_..._. <br />.. -\ <br />; <br /> <br />_.:. <br /> <br />. - I <br /> <br />\ <br /> <br /><.r: <br /> <br />1"= 100' <br />1"= 10' <br /> <br />! <br /> <br />" <br /> <br />\ <br /> <br />Notes' <br /> <br />I. Sunshine Gulch from 12-00 to Maplelon <br />Aver,ue to be cleared of dead trees and <br />thick undesirable underbrush 10 bring <br />natural channel capacity up to normal. <br />Remove those trees present Iy undermined <br />and weakly anchored in and adjacent to <br />.. II <br />channel. Roughness of 0.05 to 0.07 n <br />desirable. <br /> <br />2. This drawing Is a master plan sheet <br />representing preliminary and conceptual <br />engineerIng. " con not be used for <br />construction purposes. <br /> <br />3. Topographic mopping token from City of <br />Boulder 1958 standard ma ps. Contours <br />ore generally those from 1958 except <br />where changed, based on recent field <br />surveys. New residences not shown <br />except where directly effected. Channel <br />alignment may be adjusted between <br />Pearl St. and Sta. 12+00 to fil exact <br />R.O.W. lines. <br /> <br />4. Soil studies to determine type and thick- <br />ness of riprap, and need for grovel <br />beddi ng. <br /> <br />5. 100 Year flood to be contained within <br />proposed floodway. Thus eliminating 0 <br />100 year flood plain below Sta. 12.00 <br /> <br />_ 6. Thalweg os shown ba~ed on cHy mopping. <br /> <br />.... -- .. <br /> <br />1220 <br /> <br />n' ...._.. <br /> <br />,.. <br /> <br />1210 <br /> <br />I.. <br /> <br />.... u ._ . <br /> <br />I - - <br />_1--_ -. __1---___ -- .---.. - <br />0:: <br />10 -. --. ..- <br /> <br />1200 <br /> <br />a. <br /> <br />.,.' .--~-:--::~-- --=-- 2~:_ .>-- <br /> <br />... ....- .... ... -- -..... ....-.. .--- <br /> <br />to <br /> <br />1190 <br /> <br />.... .. ... <br />-- --- ----. <br /> <br />.. .. <br /> <br />.... <br /> <br />1180 <br /> <br />I. -- <br /> <br />-- .- ~--- .- <br />...._._.._n ._... <br />.._-- <br /> <br />1170 <br /> <br />00 _ <br />CITY OF BOULDER, <br />ENGINEERING <br /> <br />25 <br /> <br />COLOR ADO <br />DIVISION <br /> <br />MASTER <br />SUNSHINE <br />SM 0.00 to <br /> <br />PLAN <br />GULCH <br />S M 0.30 <br /> <br />CITY ENGINEER <br />DRAWN <br />DESIGNED <br />CHECKED <br />APPROVED <br /> <br /> <br />....-- <br /> <br />--. ...... <br /> <br />I. -. <br /> <br />WRIGHT - MCLAUGHLIN <br />2059 Bryant St. <br /> <br />15.00 <br />STORM DRAINAGE PLANNING <br />BOULDER, COLORADO <br /> <br />20-00 <br /> <br />STUDY <br /> <br />SUNSHINE <br /> <br />G U LC H <br /> <br />STA. <br /> <br />0+00 <br /> <br />PROJECT NO. <br />FIELD BOOK <br />DATE <br /> <br />SHEET <br />2 <br />OF <br />2 <br /> <br />STA. 16+00 <br /> <br />DRAWING NO. <br /> <br />S-2 <br /> <br />10.M.::f 13 <br />f'...;T1t <br />