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<br />I <br /> <br />I <br /> <br />8'- DRAINAGEWAY A <br /> - <br /> 1600 <br /> ~ <br /> "'- <br /> 40--00 J 60--00\ 80~00 :t=1~ <br />0 20.,00 100+00.1 120+00 140+ <br />I I I I II I <br /> <br />200 <br /> <br />2800 <br /> <br />1000 <br /> <br />DRAINAGEWAY A-1 <br /> <br />800 <br /> <br />I <br /> <br />2000 <br />1200 <br /> <br />600 <br /> <br />I <br /> <br />800 <br /> <br />400 <br /> <br />1000 <br /> <br />DRAINAGEWAY A-2 <br /> <br />800 <br /> <br />600 <br /> <br />400 <br /> <br />I <br />I <br /> <br /> <br />400 <br /> <br />o <br /> <br />o <br />00 0 <br />I <br />"Il~'" <br />o~ <br />,~> <br />0"> <br /> <br />20+00 <br />I I I <br />to?" ~;.-'l!I\~ '0...."'.... ........,.".. ,....a.........,..".. <br />fJ)c\' ,. ~o ......:,.Gt;.'l!IO~!~~~\.~t.-l 0<1- <br />Co \...if.,~~ 0: ,,'fi"~~ ....v~ '!4,o'b <br />, 0> <br /> <br />60.00 <br />I <br />'Q(oG'l< <br /> <br />o <br />o <br />I <br />~~" '0........ <br />~,..et. fl-i\t." <br />Qq."" G,t' <br /> <br />40~00 <br />'v"" <br />0' <br />~o~ <br />.,0 <br />0> <br /> <br />I <br /> <br />~t.~ f,1.~..~. <br />c.'fI. ~ ~ <br />,.." ",t ).~... <br />GO '0.... <br /> <br />(lo~~'l!I\......... ,.."e ...." '0.... "e' <br />e. ,. 'l!I "'~~'i'G~fo'!to~Gt.~~tt~~~....~ '" <br />....t> ~tt to'''''' 0: ",,,,,- <br />3' Qfo ,. <br />1600 <br /> <br />o\.,,\C:..'i~o~t"''''\. fil'c.+- <br />o'io-$- ,..(p' 'b~O 1. ~ 'Oo~ <br />cpo ~\" ol<....... -io((;.'l!I Q~'f) <br /> <br />..... <br />...>< <br />1io..G~ <br />g.>' <br />o <br /> <br />.' <br />"", <br />.' <br /> <br /> 1200 DRAINAGEWAY D <br /> 1000 <br /> .........~ <br /> ,~ <br /> ............ <br />0 I ~O+OO 40+00 60+00 80+00 100+00 120+00 <br />I I <br /> <br />I <br /> <br />..... 600 <br />Ul <br />- <br />() <br />-.; <br />3: 400 <br />0 <br />..J <br />LL 200 <br />~ <br />c( <br />W <br />D- O <br /> 0 <br /> I <br /> ct'oef.'I- <br /> 0'- <br /> v 400 <br /> <br />DRAINAGEWAY C <br /> <br />DRAINAGEWA Y B <br /> <br />1400 <br /> <br />I <br /> <br />800 <br /> <br />I <br /> <br /> <br />600 <br /> <br />20+00 40+00 <br />, I <br />"'I.,,q...~.\. 9\. &\. <br />'Ot--c to. ..o~ t\"t.",~\" <br /> <br />I <br /> <br />400 <br /> <br />I <br /> <br />200 <br /> <br />200 <br /> <br />I <br /> <br />o <br /> <br />o <br />o <br />I <br />..~ <br />of' <br />cP.,..... <br /> <br />20+00 <br /> <br />40+00 <br /> <br />(\c.+fo~' 0"''' <br />#o..t.' ..tool <br />o'OY'ot."'" .......o.t. <br />eO g.."',..... <br />0600 <br /> <br />DRAINAGEWAY E <br /> <br />""~!Io,\. <br />'!4i;.\.~"'" <br />0"> <br /> <br />..~ <br />of' <br />cP""" <br /> <br />~\...c).. <br />...... <br />~""o <br />t.\'l!IfC; <br /> <br />I <br /> <br />600 <br /> <br />DRAINAGEWAY F <br /> <br />I <br /> <br /> <br /> <br />400 <br /> <br />400 <br /> <br />I <br /> <br />200 <br /> <br /> <br />200 <br /> <br />I <br /> <br />o <br />60+00 0 <br />d <br />...>< <br />o. <br />,~> <br />0"> <br /> <br />o <br />o <br />I <br />c.~t.'f. <br />Coo....... <br /> <br />40+00 <br /> <br />40+00 <br /> <br />60+00 <br /> <br />80+00 <br /> <br />20+00 <br />" <br />.' <br />~" <br />.,"" <br />G' <br /> <br />20,00 <br /> <br />." <br />." <br />,0 <br />.' <br /> <br />oe.\"Ic).. <br />...... <br />'!j;,'io+o <br />.~ <br />Wf\C:;Soo=ado='!: <br />Suile21f1 <br />Den.....r,COloradol10222 <br /> <br />BOULDER COUNTY <br /> <br />BASINWIDE MAJOR DRAINAGEWAY PLANNING <br /> <br />DRAWING 5 <br /> <br />SELECTED ALTERNATIVE OUTFALL DESIGN <br /> <br />I <br /> <br />STATION (tt) <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />OESI6HED A.,J.L DATE 6-82 <br />DRAWN _.-B:~- DATE 6.82 <br />CHECKED WP.R DATE .....6..:..!l2. <br />A!VISED DATE_ <br /> <br />I <br /> <br />eROUNDCot.lTIIOt.SURYEYBY <br />AIERIALPHOT08".PHY IV <br />TOPOlIftAPHIC ....PPINe IY <br />CONTOUR INTERVAL: 4 FEET <br /> <br />LANDMARK MAPPING CO. <br />DENVER,COLORADO <br />DATE fLOWN: 4/23/81 <br /> <br />CITY OF LOUISVILLE <br /> <br />200 <br /> <br />20~00 <br />I <br />...' <br />~9(:." <br />.0 <br />.. <br /> <br />DRAINAGEWAY C-1 <br /> <br />400 <br /> <br />200 <br /> <br /> <br />o <br />o <br />~ 1 I <br />CO f;.f;.Y- '0( ,...... _G'\......~~. E.~ ,...... <br />c91. 0...... ",.,$1. ~oo~ <br /> <br />~O+OO <br />I <br /> <br />60+00 <br /> <br />DRAINAGEWAY D-1 <br /> <br />800 <br /> <br />400 <br /> <br />o <br />o <br />I <br />o <br />f;...t--t <br />~>o <br />011>.,..... <br /> <br />20+l)0 <br /> <br />40+00 <br /> <br />60<100 <br /> <br />.,,.4, <br />...... <br />~""O <br />f,,\"~ <br /> <br />LEGEND <br />. 2 Yr. Future Development (with out Detention Effects) <br />. 10 Yr. Future Development (with Detention Effects) <br />. 100 Yr. Future Development (with Detent;on Effects) <br /> <br />DESIGN PEAK <br />FLOW DIAGRAMS <br />