Laserfiche WebLink
<br />I <br /> <br />FOR FLOOD PROFILES <br />STA.150+00 TO SH 180+00 <br />SEESHEETtlO 11 <br /> <br /> <br />~ <br />" <br /> <br />. -' <br />/' <br />100 YEAR FloiJO PLAIN LIMITS <br />WITH DAM IN PLACE <br /> <br />I <br /> <br />I <br /> <br />;;/ <br /> <br />55100 <br /> <br />DISCHARGECF <br />50 100 150 200 <br />EMERGENCY PILLWAY-EEV 5507.5 185 FS <br /> <br />150 <br /> <br />1lI0YEARDISCHARG,E <br />ATOUTLn 16ser.S <br /> <br />STOR~GE <br /> <br />/ <br /> <br />I <br />B70AF <br /> <br />I <br /> <br />5500 <br /> <br /> <br />---- <br /> <br />EMERGEtlCYSPILlIIAY <br />CREST EUV- 55075 <br /> <br />I <br /> <br />/// <br /> <br />/----- <br />---~... ~ <br /> <br />--~~-;; <br /> <br />--~ <br /> <br />s <br />~ <br /> <br />~ 5490 <br /> <br />..-------- <br /> <br />-'_k._ <br /> <br />/-- <br /> <br />~- <br />j:- <br /> <br />RESERVOIR NO <br /> <br />I <br /> <br />1)/ <br /> <br />54800 <br /> <br />200 <br /> <br />400 600 <br />STORAGEA.F <br /> <br />000 <br /> <br />1000 <br /> <br />I <br /> <br />DAM IS DESIGNED FOR THE 100 YEAR FLOOD <br />GREATER PROTECTION SHOULD BE INVESTIGATED <br />DURING FINAL DESIGN <br /> <br />I <br /> <br />I <br /> <br />> <br /> <br />I <br /> <br />o <br /> <br />~--_ --'r":.>',"',,, <br />---..l..-.^.y.,.,_ <br />\--':~~rlffl-Yttft--H.D_QQ <br /> <br />G / <br />00 /, <br />^':- ------------- ~_/. <br />LIMIT-___~__-_~-"-~ . <br /> <br />. ~~--- ..~~ /; <br /> <br /> <br />~: ?~.~~~/c::: <br /> <br />,~ ,:) <br /> <br />GRASS <br /> <br />I <br /> <br />r <br />" <br /> <br />I <br /> <br /> <br />, <br /> <br />lB'TOPSOll <br />12' GABION SLOH MATTRESS <br />12" GRAVEL FILTER MATERIAL <br /> <br />~ <br />o <br />~ <br /> <br />., <br />o 0 <br />;V; <br />" " <br />V <br /> <br />I <br /> <br />O. <br />," <br />'> <br /> <br />,_/ <br /> <br />@ <br /> <br />SECTION B-B <br />nnllNHREMI EMBANKMENT <br />SLOPE PROTECTION <br /> <br />, <br /> <br />. ..----- <br />/ <br /> <br />//-// <br /> <br />// .. ~~_/ <br />// .'/_..----- / .- <br /> <br />ooc~-_/// .. /~ <br /> <br />.......gO./~.. ~.---- //.~..... ~-- <br />/ .. /// .. ., <br />/ . .... / ./~-;; ....1 - <br />~ ~~~/. /~111" '" <br />~,./~/ ~ " .'," /,' . ,', ~ / ORI'INALJCAt..EI".IOD' <br /> <br />I..///~ /~ .0>.. ... <br />)....1 / . . <br />" ,// <br />/ / / ./ <br /> <br />$ <br /> <br />--~- <br /> <br />I <br /> <br /> <br />, <br /> <br />I <br /> <br />DOWNSTREAM <br /> <br />APPROXIMATE 100 YEAR WAT R SURFACE <br />ELEVATION 55074 <br /> <br />f"" <br /> <br />SSROAo <br /> <br />EMBANKMENTORAIN <br /> <br />I <br /> <br />~ - <br />L.----r 'd' <br />0) ~ __~ <br />"..'<i ~ '----_/ <br />.r-, <br />\~/ \..).--"'"----~ <br />100 rtARWATER)\ACE TlES;tITO <br />mSTIN!;100n~~OOO'PLAIN <br />UPSTREAlf'SEE S~RET 11 <br /> <br />/..///------ <br />- It'MINIMUM <br />OUMPEORIPRAP <br />COVERED WITH TOp. <br />SOILg,GRASSD <br /> <br />OAM CREST ELEVATlo~_-551o_0 <br />3 <br /> <br /> <br />TOEORAIN <br /> <br />FILTER MATERIAL <br /> <br />EMBAI'lKMENT <br />SEE ~r llUN jj-B FOii wOllNSHEAI,1 <br />EMBANKMENT SLOPE PROTECTION <br /> <br />I <br /> <br />CUTOFF <br />l~TRENCH <br />I <br /> <br />-- <br />~ <br /> <br />I <br /> <br />~ <br />- <br /> <br />i--c-I <br />12''''IN <br /> <br />00' <br /> <br />240' <br />SECTION A-A <br /> <br />TYPICAL EMBANKMENT CROSS SECTION <br /> <br />I <br /> <br />GROONOCONTROLSORVETIlY <br />AERIALPIlOTOGRAPHT BY <br />TOKlGRAPIlIC IUPPIN<l BY <br />CO,"TOUR INnR~AL: 2 FEET <br /> <br />BELL MAPPING CO. <br />DENVER,COLORAOO <br /> <br />DE8IGNEOCGS/Q!;;_L__ <br />DRAWN SWE CATE 6/76 <br />CIlECKED .iXSJ~DATE 3/~17 <br />~E"ISED__DA1~~ <br /> <br />DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />PLAN <br /> <br />JEFFERSON COUNTY - CITY OF ARVADA <br /> <br />VAN BIBBER CREEK <br /> <br />RESERVOIR <br /> <br />NO. <br /> <br />SHEET ~ <br />OF~ <br /> <br />DATE FLO.....N'FEB.I,1974 <br /> <br />...J_ <br />