Laserfiche WebLink
<br />l <br /> <br />Wj"m <br />~ .,... " <br /> <br />~~~ ,,~>' <br />~~~\~ <br />~I~~~ <br />'~!f'Jj <br />f::;~~/ <br />I':," <br />i <br />" <br /> <br />. <br /> <br />~ <br /> <br />; <br />~ <br />9. <br /> <br />. <br /> <br />~ <br />\ <br />~ <br />:p <br /> <br />. <br /> <br />5570 <br /> <br />[5560 <br /> <br />L~o <br /> <br />~~_,!:O <br /> <br />:5030 <br /> <br />=- <br /> <br />- <br /> <br />5520 <br /> <br />, <br /> <br />5510 L <br /> <br />5500 <br /> <br />GROUND CONTROl SURVEY BY, <br />AERIAL PHOTOGRAPHY BY' <br />TOPOGFlAPHlC MAPPING BY' <br />CON~ foITEA\iIlL 2 <br /> <br />,', <br /> <br />iJ- <br />o <br />~ <br /> <br />'" <br /> <br />f- 1...- 1--- <br /> <br />15~OO <br /> <br />-.".. <br />..t::.'.. " <br /> <br />'. <br /> <br />.~ <br />~ <br /> <br />-. <br /> <br />] <br /> <br />'., <br /> <br />~" <br /> <br />,. <br /> <br />',~ <br /> <br />,~. <br /> <br />Maple Grove Reservoir <br /> <br />.....' <br />:... <br /> <br />II Improved Channel <br /> <br />~ <br /> <br />,~~& <br />~ 100 Year Flood Plain Limit <br />; <br />.' " Ex~.in9 ChcJ'lneI condtkrrs. <br />~ - ~_-,~.!'llL~_ <br /> <br />~i--"'" <br /> <br />i--i-- <br /> <br />I <br />155'00 <br /> <br />DESIGNED' j)1~ <br />OflAWN. v~ <br />CHECKED' I!:J <br />REVISEO' <br /> <br />OO'MPUS A[RIAL SURVEYS Nt. <br />Q..YMPUS AERIAL. 9JRIIEYS INC. <br />OLYMPUS A[RlAL. Sl.JRVEYS NC. <br />DATE FLOWN 5 19-73 <br /> <br />ClATE' ""''fJ':'r> <br />DATE' ~ I,~ <br />DATE' '1 ~/15 <br />DATE' <br /> <br />;ClO;; <br /> <br />1 <br /> <br />':::~ <br /> <br />Year Flood Plain Limit ~ <br /> <br />lrnproyed Channel Conditions ~.. ......' <br />h' .~___ ' <br />. ,!",.~ '1'. .111.;- <br /> <br />-. 100Ye<r~ PlomLimil ",' <br />~i$t;;' Channel Condlt~_ if" . ~ <br /> <br />-. , -~ ,; ':.. ~ ~' <br /> <br />~,- rr., '~ 'l <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />, ~~ '~"'.~~., <br />, ~ t' '.~, <br />I'!'! " <br />..... . ~"-'~, B, 10' <br />',-~ ~~~p ~, <br />h~) ~ I ~"-- o.noff~ <br />.. ,'''.r~.'~.I. '[i ,~~.. 0.""_' I <br />Typical Gabion Drop Detail <br />~ ' -,s..... [tI,.-", ..;. \. <br />~ .' 'Jf~' ~:. '~1-~ ~ \1. '\1' <br />"i! - Jf. Of, I };"~ <br />':',t~ :', F. :i~ \;;> ~ <br />'<r!\ f . _ ~,'t ~~... ~<1>?;~, <br />, .. rli"> '" l' " <br />".,.. r.l~1<llr~ --;.,~~ l,lt -' .'~\. <br />, 0,&,d~.. .;il ;, ~ '\ -'. \, <br />c+. ...... -.~ .-w.~(I <br /> <br />,;/~ :~t, <br />' "C~Q.'~' 'W! <br />~~~~7.. '''. ill <br />/-~- ~ i <br />Balk Protection May Be Relpred <br />For Mohteoance F\rpo$es <br /> <br />0' <br /> <br />i1: <br /> <br />',,~~~ ~ <br /> <br />~:o:~*' <br /> <br />",. <br /> <br />"" \'~ <br /> <br />. <br /> <br />\'I'FY'" <br /> <br />A <br />L <br /> <br />.,. <br /> <br />A <br />--1 <br /> <br />~. <br /> <br />~ <br /> <br />.' <br /> <br />-.,", '~ <br />~,,;, .-!'.' ;:".,~' 't" -. ,.' <br /> <br />'. <br /> <br />, <br /> <br />, <br /> <br />~ c,... <br /> <br />ii1~ \" - , <br />,~~ . <br />q~~' ~ <br /> <br />':::I' 1II1lo._, <br /> <br />.' ;1J,} jlL~1' -, <br />." I,. <br />i , ~~' <br />.f;' ... <br />, //;'''; <br />. . .'... ~?6 <br />,;I'Ji <br /> <br />;if7f~ e~ <br /> <br />-, " <br />h' <br />,. <br /> <br />~" <br /> <br />, <br /> <br />~rr.' <br /> <br />~ iSl!L <br /> <br />., <br /> <br />, <br />,~ <br /> <br />,. <br /> <br />, <br /> <br />. ~ <br /> <br />"(1,1 <br /> <br />;';4, <br />;,." <br /> <br />( <br />. <br /> <br />~wa'" Sodaco __ <br /> <br />/- <br />"'I"" <br /> <br />Typical Ellislirg COOnneI Cross ~ <br />5fo.160-00 to 180.00 Scale I -50 <br /> <br />, '~ <br /> <br />Sm. 150.00 to Sto. 160+00 <br />0esiQn Discha'oe = 3800cfs <br />Main Chomel <br /> <br />Sic. 160.00 to Sta. 180"00 <br />~9" Dlscho~ "3800 cfs <br />Main Chofr1f!l <br />Averaoe Velocity :8.0 fps <br /> <br />""",,, <br /> <br />~~, <br /> <br />- <br /> <br />~ <br />l~" <br />I ~<f.~ <br />l~~ <br />"f~v <br />~ <br /> <br />f#' <br /> <br />l1'1' <br /> <br />'" <br /> <br />tl"c:y l4'~" <br />V .(>.~ <br />... .. t- <br />I;t'a. <br />~ ~ <br />~'O <br />tt,. -:\"t' <br /> <br />#' <br />, <br />t#" <br /> <br />100 .~: """'C,rJ-" ~ I <br />E, tng '''"'''''f' <br />/Y'f;a.wqwc': =. <br /> <br />J \ <br />/ \/ <br /> <br />...., <br />/"- <br /> <br />If <br />If <br /> <br />!/ ~ E iS1ing Grou d 01 phon <br /> <br />7 <br /> <br />/ <br />-/ <br /> <br />=!=-- <br /> <br />-- <br /> <br />-- <br /> <br />/ \..- <br /> <br />~<lJt~I" <br />Drop for <br /> <br />t- <br /> <br />1'1. <br /> <br />r\ <br /> <br />/;.. <br />\) <br /> <br />~'/ <br /> <br />~, <br /> <br />-, <br /> <br />'- r,.,.., I Chch""",, <br /> <br />.L <br /> <br />160"00 <br /> <br />170+00 <br /> <br />175.00 <br /> <br />165+00 <br /> <br />ENGINEER' <br />WRIGHT - MCLAUGHLIN ENGINEERS <br />- - <br /> <br />URBAN .DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />MASTER <br /> <br />PLANNING <br /> <br />STA. 150+00 to STA. 180+00 <br /> <br />SHEET NO. <br />II OF 21 <br /> <br />LENA <br /> <br />GULCH <br /> <br />CITIES of GOLDEN, LAJ<EWOOO and WHEAT RIDGE <br /> <br />JEFFERSON COUNTY <br /> <br />NOTE' This d'awin~ Is a master planoino <br />sheet represtnlint~ preliminary and cooceptuol <br />llncj)ineerill9. It .hatlnat be uled for <br />construction purpoee-s. <br /> <br />NOTE: For Ellistinc;1l00 Yeor Discharge <br />and other flows I see Master Plan Report <br /> <br />I~'I <br />v, . <br />Qnes <br />Section B-B <br /> <br />....- <br /> <br />J <br /> <br />-.-. <br /> <br />o <br />I <br /> <br />SCALE <br />00 100 <br /> <br />200 <br />I <br /> <br />-, <br /> <br />5~lQ... <br /> <br />5560 <br /> <br />I <br /> <br />I <br />I <br /> <br />lA' <br />__ 1/ <br /> <br />~ iJ.- yo <br />.L~ <br /> <br />5550 <br /> <br />5540 <br /> <br />10 lliStin,) <br />rosio Con rot <br /> <br />5530 <br /> <br />5520 <br /> <br />5510 <br /> <br />, 5500 <br /> <br />180+00 <br />