|
<br />T.iekle ChannOlla,20ct. ~
<br />C........etian and lacalian
<br />variablo IOm..t candi!ianL(Typical)
<br />Designinv.elev._ i
<br />I
<br />
<br />~tMajOr
<br />
<br />I
<br />
<br />Channel
<br />4.0't
<br />/ ......-I.O'tFreeboard
<br />
<br />;/
<br />
<br />~ ' "~ "0........'" ~ <},
<br />4 '",,,.,, ""''''',<< "." ,...."". ~ "~::.)~. ,,-,~"'''' ,,'0.~"'~j; '~"'~'" (/, \
<br />laprnente"a"anbycont,nua.. ^ .,"" \' ... +
<br />10.. fla... (Typical} ~ /:.. ~.f.o'" ...~_~,< ,'1 ~>I" ,{i:~ !-..
<br />
<br /><6 "'~ ~1 ~"'-. ','--.. / +~ ,0,,_ , C:J'"
<br />
<br />.....----- - ~/ t!! -~........ O'o....~ ".... /.0':.:' '''~~~~....~/;' -?-
<br />
<br />5fiO V/'/' ., . ~~~<' '. "~'f{,7A~O ,\\\1, ~ . ~R..'mm' w";'~ tJ,'
<br />0,;,'1> '0. ~ ~.- <' ''';",,1, ,,~>~,J// ..'
<br />'0;0. /"'" , '..- '" .-rklHl.t: + .:",iil ,"0 ~~ ~ / "
<br />,t.'~ r;;1~1 ',,'- ,';, ""'-i';.:"\ .";-,~,:I, ~\~ o "-.::;'J!N ..,'" A' ~;',.~"::~~"f;Of,~~,:"h~"
<br />/;> -"""f"" _/ ''-.:: /'" ^ .,.{;1 't', ',.>:f"/; ~ ,>>
<br />../, ',;,,: RI,'\\\\JC ,:,'~""~ +'-o.J> \~ " " :.-- v '- i. ~ I , }I''''',>, ", :;./;l
<br />( ~~. "~ :,"i" ~,.):: \1.0/ /~~t"' A" ", ~o ". , /o,i(~~ f<' .I~~;'V I! \1: & \ I .. EVANS I ~J \tL4EL; ""'52865:'DF ~1l.k
<br />"'~/'<J /,.. ~/ "",' 3"0,,, /--, '''ol'''\.,>'A ,~~.' 0"/ ~"
<br />'. (Q I' --. I 1\1 \ :) / // "' :""" ~ 63 ---'- 0,+ / /~V - -ll -- n-".1Lc- 1"7-' "
<br />'" / ,,;,.- ..D '/ e'" , ~ 1\'\ ~< '0 / /", <J, ,;: c<--,: , J:~\I~.1..li0t~/~~1 / ]= ",' ;.-;'/J r:
<br />t<") ... ~ 190 <'53\ i-- "'-.."{..\\Y"~' \ // '/;[J ~< ,,>/ ".... "~;01. 0 ~_ "'=-. :::--:.'0""0 .~:~ ,\t ,G"--..."\"Sf ~ ~'ll'-.,"'"I----\j "1~( -<Jl / / x1L ~ /~~L.
<br />53 '\~ -~"y \ _'1~ .......x...., -:';--1... .' . ~ ,+oai~~ J,W ) licl~ 1\ _.!-....:;.~__- ,---f-',... ":/,(, y~
<br />/" ~ ",,"'.. i..Q ", I -- "..oL"..,-' It!
<br />"'~/~ ~---'- 0 ~ )' ',' ""<, "'~~\~~,.. );' /~., "'<~9"" ~. 9 5' ==, ;'80~
<br />/~ ---------~~ i'ii!' "'.... " ,-,I-- _ _____
<br />~ t I,', ~ " ., "/1 /'-. =-- ~. rc.~
<br />ff/ . ,~oa -- \M'j'. Ch,""" '.... ");;''il. " " ~ < r IT " 'T:>/ "-" ,'-.,. ~ ~ -4?' ,:;>'
<br />'7ey," ,?' ;:~~:'..~~;;:'~":':.;~:::: .... ,,;~,,' ""t?~\'>1/7~;V///A'v///~m;::;:1':::/'~~I~-"":'';.0,,~ ~ ':'- :\~
<br />00)/' I' ."".,,.....,"""'''"''''''':...... ,....&/ ;~" "'~ ~ IIW I ,.Y///A h'l'/JI iTJ'liiJJ:L'-.V7;;:~,~,. /,0 ,.o~ < i{ ~
<br />('0', ---" 0 ."', "', ~ r;; "'J. ,';Ji~ 1-'.:" ""
<br />
<br />0"',"''''''', i --'~:~;i':;>>~~~-&J~l' 'I \'!l;i "''''~~' \~>-1--:",
<br />:J\. / I T 7/~ .........1'"Qo'l..... ,,,,~ ........, ~+XJ!:i v//,;\ r///t--. </ "" V ~
<br />.......::~I)I);,,".... ,.:.;~",,- 00 -..:.::: "" / --;
<br />Slope' 1% 51.0'~ ~~P;~:~e~~ftC;~~:"l~'n'a~~erc~~;i~~~~o.n .........Z" -v? ":! ~ ,~~
<br />law flo... (Typical) ?'" .t 'P' # 00""
<br />TYPICAL CHANNEl CROSS SECTION - <:;Ia. 79-140 to 84+00 Iv -V O~ ~ f'';'c'
<br />Scale' J"-20' Y 1/
<br />
<br />,/
<br />/--
<br />00 1:-
<br />, "9
<br />"'..... ~S
<br />-V? 00
<br />~'
<br />
<br />NOT!':: TO;, d'aw;"g j.. 0 m~".r pion ....1 ,"pr...n'i"g pro"mino,y ond
<br /><M..pluol.ngmO.rlng. It ,ho/l nol b. "..d I.r co"'''ue'l"" P"',,"'.'
<br />
<br />Slope 1%
<br />
<br />.,
<br />
<br />66.0'!
<br />
<br />co
<br />
<br />TYPICAl CHANNEL CROSS SECTION SIll 114 +()()~91 +00
<br />Seal.., 1"-20' 0' 1:""
<br />'00 "'""
<br />0",0' 'SOO ./
<br />" /'
<br />"'. /""'/
<br />WILLIAMS VILLAGE POND /" j'
<br />Provide sedimentation, sterm water ...._
<br />""""," "",,,,..,,,,"'..,,,,,,,,,..,,, ..-~
<br />..-- ~
<br />- -..- ./1\. 0
<br />~----- ...."'~ 0
<br />A~\
<br />1:""<;",, / \
<br />,;?:p/ /'
<br />
<br />it~~--:~' ~p;1 7f .
<br />>>I'~'" I,
<br />"'~ I'
<br />...... ~I , --=,
<br />.'",~ ".. '/ /-::
<br />o '-..; V I)
<br />,>>3, C ~ 1- .. -<, /~
<br />'" )~ ..' ~: ..~. j ((/
<br />~ ~o~ \\"
<br />L." .J'~~ /,j ~,~ //
<br />": IV(: ..... .........'0-).;
<br />o WiIJ "',
<br />A ro;,
<br />
<br />-,
<br />
<br />00
<br />o
<br />"
<br />0'
<br />"
<br />~'
<br />
<br />00
<br />"
<br />"
<br />0'
<br />"
<br />~.
<br />
<br />;",
<br />
<br />000<
<br />'.
<br />e,
<br />.
<br />
<br />,..
<br />
<br />/"
<br />
<br />/'
<br />..-
<br />..-/
<br />
<br />..-
<br />/",/""" A
<br />. .
<br />''''''''""
<br />'000
<br />
<br /> .
<br />5320 ,
<br /> ......
<br />5310 ~
<br /> II
<br /> ~
<br /> ~ ,
<br />5300
<br /> 'l1 ~
<br /> ,
<br />5290 .
<br /> 0 . ~
<br /> .
<br /> .
<br /> ..
<br />
<br />5300
<br />
<br />5290
<br />
<br />5280
<br />
<br />~
<br />
<br />~
<br />
<br />~
<br />
<br />5270
<br />
<br />o
<br />
<br />REVISIONS
<br />
<br />CITY OF
<br />BOULOER, COLORADO
<br />ENGINEERING DIVISION
<br />
<br />95~OO
<br />WRIGHT MCLAUGHLIN ENGINEERS
<br />2059 Bryanf Street Denver, Color(ldo
<br />
<br />-
<br />-
<br />
<br />MASTER PLAN
<br />BEAR CANYON CREEK
<br />SM /,/9 to SM /,80
<br />
<br />90-1'00
<br />DESIGNED: C
<br />DRAWN, ~ DATE
<br />CHECKEO,'WC'/ -K~
<br />
<br />8!i+00
<br />W. M. E. Project No.
<br />702-12
<br />
<br />80~OO
<br />
<br />75-+00
<br />URBAN STORM DRAINAGE
<br />MAJOR DRAINAGEWAYS PLANNING
<br />
<br />701000
<br />
<br />DATE
<br />Sep.197Q
<br />
<br />SCALES .' I~~S'GNED~JSHEET NO-:J::ELlORAW1NG NO
<br />~:'~~::t"l ::~I?g.' !g~:~:E~IOF.tt.sHEETSJ
<br />
<br />DEPT. Df PUBLIC WORKS
<br />T,K Dieffenderfer
<br />
<br />CITY of BOULDER
<br />Director of Operations
<br />
<br />BEAR CANYON CREEK.., STA, 63-00 to 95+00
<br />
<br />DRAWING NO.
<br />BE-3
<br />
<br />
|