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<br />oo-\' <br />o'Oe,'O -z <br />~.?, '", <br />. <br />. <br />'0 <br />'b <br /> <br />NOTE: <br />I. Remove -overllfown, willows and dead <br />cottonwood trees in old chonnel ond <br />reh<lbflite upstream to just post the <br />turnaround built in bottom of gulch. <br />2..~d\me"i tlepos;titlll weo upstreom <br />from Fla\lsloff Rogd. Sand and <br />groveltobesolvoQed. <br />3. Regrode FtllgstaffRood to bring <br />overflDw bock to stream. <br /> <br />NOTE' Thl. ~,"",mg i.. "",.ler p!.~ .h.ot ""''''.';og pr.li",inory and <br />.0.<011",.1"0'.0.,1.0. JI.horln.tbound'oreonatructi"""urpoo.. <br /> <br />5722.1 <br />~~ <br />~~" V~~ <br />~~ <br />..,.~~ <br /> <br />, <br />''!. <br />o <br /> <br />j-", <br /> <br />'" , <br />'" 0 <br />o <br /> <br />~ <br /> <br />"\ ~ <br />:'yLJ\~L <br />tI ~ {;{Y rf1 <br />I /r91 ~/~ <br />,/,/ )U 1fIf-~~ <br />$ )f 1)I..kJ'i <br /> <br />. 'E!U'~'" <br />Design pond for debris collection, ~ <br />sedlmentQtion, recreational use, ond "S. 'l/..-- \ ~)...CO\'~ <br />to prated dowl\$tl'eom r<l$\d<or,,::~ ~~ '\f l'v'h\\-' '.. <br />""'~""", '~ ~/ rtllll@'\.};' ,0f,\'<;;""" ~h!, <br /> <br />~~~/f;' ~ v,~~~~~ '~<1~~~ <br />dl ~/J;'C~~ 0~1~~ / y ',~J}&t <br />:::...' J(/ :kVhi':/.>J6V / D,/ ~y~ ,"/, ~\ <br />~ o~ ~ ~10(Y'b' <br />- ~~f!/~7 ' 7\--" ~-! :)j /;l,'" , <br />~ ,'~' · ~~'u' ~\ <br />/ _ ."~ ~ " 52 ~/( .l/~ ~,,~';f;t-/;f;'iJ,~' <br />/ -'<l'\~ _ "" ~~,"jl~, ~~tU~ <br />" ' )'<:'.P/~ '~:'hlli'" I'D,2 "~ "~~,1, ,-' ~ <br />VAW f '.'0.~ ~' ,'~ ,,,,\ ';~' <br /> <br />~ ~t;~O L~~~l\~ ~~t~' <br />~'O1. ~-~~;;)~"'dl^1\\\\\ -., J\ </~ "\\~8~ \--~ ~\~~ <br />, "",,,,-\,~ \" <br />, ,'\ '" r\ 07' <br /> <br />. ~::::::D. '2.0 Existing flood ploin limit -::J( <br />,6 ~';, ~~ ,: ""':'[<' ,,0,00 ''''r.. 1\ <br /> <br />... / IS " <br />,,"'-' >. <br />Retaining walls ''b <br />o <br /> <br />GREGORY' POND <br /> <br />~ <br /> <br />5740. <br /> <br />~ <br /> <br />~ <br /> <br />'- <br /> <br />oo-\- <br />0,,/,,,0 ~ <br />~.'l., '", <br />. <br />. <br />" <br />'b <br /> <br />5GB' <br /> <br />/7#" <br />1\0/,// /, <br />"i:, <br />//, // r <br />/{o ~ <br />" II <br />q A <br />= A <br /> <br />Flood pla'n limit"""" <br /> <br />. ' . ~ \~"II~ i~ <br />I;;o/))))m<",-O <br />6 6~) 0', <br />",. /0 I I~~' <br />/ ro~ I ' <br />I -,,' <br />6:;0 '601'.1 <br />~ ,5~_~ <br /> <br />Const(~ti<)ll 01 fillt in ~lImlTl~ 101 lItivtt'<tQyS <br />and homlls has resulted in significant ha~ards <br />to olhers. Remedies are needed to obviote <br />possingfloodwoteTuneOnTrolledontostreels. <br />~ <br /><;, <br />> <br />'0 <br /><b /Emerllency overflow roo <br />"'0..' ~\\ <br />;S \ \ .. <br />x~ g ;, rC'; <br /><0 ~.s<- / <br />0~. !~..s:! <br />IVI:~,I'1' <br />! .= /__ ,r-"-' \\ / <br />'II x' :~ <br />, ' <br />!p, <br /> <br />NOTE: <br />Excavate bgnktosteeperSlopeand <br />r;prQp,p\acedecorot"vestoneforo <br />10' radius arollnd tire end of the <br />retaining wall. Provide large trickle <br />channel where possible to preserve <br />trees <lndnaturoJappeorcrnce. ~ <br /> <br />f"L GS, 'ff <br /> <br />o 0 <br /> <br />u.- <br /> <br />~ <br /> <br />1,' <br /> <br />~5?30 <br /> <br />57'2.0 <br /> <br />56 <br /> <br />Ii/ <br />~' <br />:<;"1\1 <br />I <br /> <br />" <br /> <br />~ '\ <br /> <br />\, <br />\- <br />~\ ~\X ~ <br />\\~ \~ Tf <br />~\- ,\L <br />,V <br />~ 2);1 <br /> <br />~'I~ - \ <br />y <br /><joo~ , <br />OS';}, <br />~.2, <br /> <br />'$6.90 -...;:: <br />5690 <br /> <br />" <br />,--,\- <br />~ ~~ <br />~ ~ <br />~2 ' <br />~I <br /> <br />/ <br /> <br />, I <br />~,c-\ ' <br /> <br />\, <br /> <br />o <br /> <br />~' <br />~ <br /> <br />, <br />,_" <br /> <br />/1>.. 5641.0 <br />'fJ., <br /> <br />9'0 ~ :: <br />.", J 0 _,' ~ ~ 5 ~ - <br />I ~> /1 ,~,6;: , ! ~ /)1 \dr! \co -'V / <br />/ / ~"I '-- '\ O~ ~v\j,' /1, ~ <br /> <br />,~ ,," \\~~~o :~~J12/ <br />'>"il!'!/!~I~~~~ ,to /, ~ l \:1m~ <br />@~ ~~ ' <br /> <br />:c <br /> <br />;..".;; <br />I <br /> <br />\~ <br /> <br />" <br /> <br />From Flagstoff Rood to Willow Brock Rood <br />small check dams need 10 be placed 01 strategic <br />locctionsin Qolentiolyerrosive <Hens as. <br />determined by final design calculations. <br /> <br />,;7ri <br />[0 <br />~ <br />1 It ~~ <br /> <br />77? <br />"""~ ~l <br />YoD <br />,'I ? <br />'\ ok' <br /> <br />,,1 <br /> <br />~ <br /> <br />5740 <br /> <br />I <br /> <br />~ <br /> <br />~ <br /> <br />~ <br /> <br />5730 <br /> <br />5720 <br /> <br />. <br /> <br />5520 <br /> <br />5710 <br /> <br />55/0 <br /> <br />5700 <br /> <br />;::":~ <br />= <br /> <br />5500 <br />o <br /> <br />REVIS.IONS <br /> <br />CITY OF <br />BOULOER, COLORADO <br />ENGINEERING DIVISION <br /> <br />MASTER PLAN <br />GREGORY CREEK <br />SMO,57 to SM /,/6 <br /> <br />60+00 <br />WRIGHT MCLAUGHLIN ENGINEERS <br />2.059 BfYGnt Street Denver, Colorado <br /> <br />55./000 <br /> <br />50+00 <br /> <br />~+OO <br /> <br />40+00 <br /> <br />~ <br />~ <br /> <br />DATE I~CALES DESIGNED - Sin! ND...>LIDRAWING NO <br />Sep.1970 I~:;~f::t"l ::~l~' g~:~:ED ~M~ OF..2.asHEETSI <br /> <br />DESIGNEe, <br />DRAWN' <br />CHECKED: <br /> <br />oATE <br />'7 <br /> <br />w. ME. Project No. <br />702. 12. <br /> <br />DEPT of PUBLIC WORKS <br />T.K.Dieffenderfer <br /> <br />CITY of BOULDER <br />Director of OperGtions <br /> <br />URBAN STORM DRAINAGE <br />MAJOR DRAINAGE WAYS PLANNING <br /> <br />GREGORY CREEK .., STA, 30-00 to 6/-00 <br /> <br />DRAWING NO. <br />GR-2 <br /> <br />