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',':'-+ ("- . <br />o -" . ~ ~ -\-" , '" ':'-, <',,_ "'_ I <br />~ " ,~. ~-~ <br />in Improved Conditions, ~d Plain Within 9O"-A~C;fJ':/ ,/ '/ /~-!" ~_ <br />-, Ii I' <br /> <br />'-cO;' , <br /> <br />5260 <br /> <br />5250 <br /> <br />5240 <br /> <br />5230 <br /> <br />I !5220 <br /> <br />'", <br />\'f <,' <br /> <br />';.;.\' <br />"y <br /><\ <br /> <br />,\ <br /> <br />;}0 <br /> <br />:1 "._---;:::D <br /> <br />o <br />o <br />0" <br /> <br />~ <br /> <br />~ <br />~ <br /> <br />\ , <br />,.'\,1).... : <br /> <br />:u_ <br /> <br />_ <br /> <br />'+T",,: '" <br /> <br />~ <br /> <br />" " <br />.. ~ <br />" <br /> <br />'1, <br /> <br />~,:I~... <br /> <br />", --~~> <br />'~, <br />r' . <br /> <br />rop, <br />M, <br /> <br />" <br />" <br />," <br />'.\ <br /> <br />",'0 <br />,:", <br /> <br />, <br /> <br />"'~:',\ ',"" <br /> <br />~ <br />N <br />+ <br />N <br />... <br />. <br /> <br />- ----~-- 22-0 <br /> <br />I <br /> <br />D <br /> <br />. <br />, <br /> <br />"', MATCH <br />JOIN <br /> <br />,LINE <br />DWG. <br /> <br />'I',' <br />, , <br />: ': <br /> <br />u <br />c, <br />'>, <br /> <br />c_' <br /> <br />~/ <br />" . <br />~ Outl.t\ 'j,' Prop. Ope.\ri'\ .... <br />'1.,'1 Channel" I <br />..... \1 <br />0': \ >0' Eo.._ ~": <br />" , <br /> <br />Ic~.l--l-,_ <br /> <br />~5Z20 <br /> <br />40+00 <br /> <br />-,,- -" .. <br />~-/~-A~EL--'~TATION LINE <br /> <br />I <br />_~Qise Rood To Elev. <br />: 5231.0 To Prevent <br />Storm Runoff From <br />Entering 'Nater Supply <br />Fo,d <br /> <br />,,'t 0, <br /> <br />',;c ',e, <br /> <br />'i I, POMPONIO ,LAKE:"l <br /> <br />.r- Improved Conditions ..' <br />Rood Plain Limit <br /> <br />;; <br />, " <br /> <br />c- <br />c <br /> <br />c" <br /> <br />, <br />2 <br /> <br />Rip-rap <br /> <br />'. <br /> <br />,,- <br /> <br />---o:,;.'.0!0f~'f'''''"' - <br />LOW~tt. BLVD, <br /> <br />o <br /> <br />x 5,,22 <br /> <br />'~'~i~~"30M Cia)' Tile J <br /> <br />3~O L F. <br /> <br />Prop. Special Street <br />Cross - Section To <br />OischarQe EKC8$S Storm <br />Flows Into Pomponio Loke <br />(See OWQ. HLD-Il <br /> <br />W.S.:522f.5 <br /> <br />-z <br /> <br />::,}il_~' '~'r~~ d Condi;ions IOf\,'f-f~ ~IQOd-Plain <br />~',i"i\'t,~~~,~~t R.O.W, 8 :~+~,~P. <br /> <br />cocc <br /> <br />..~< <br /> <br />_,:,"c, ..'" ,," <br />: <br />'" " <br /> <br />::/..,.>iiM~~ <br /> <br />~= :=:C" ",', <br />:s:: <br />= <br /> <br />I. <br /> <br />,:C ,-"," <br /> <br />"" <br />,,c.: <br />-- <br /> <br />~ <br /> <br />n <br />=~,., <br />':, <br />',,' """ ... <br /> <br />":" - <br /> <br />-~::::; <br /> <br />" <br /> <br />-.;.... <br />- <br />" <br /> <br />BELL MAPPING CO. <br />DENVER, COLORADO <br /> <br />~ <br /> <br />45 -tOO <br />HYDRO-TRIAD, LTD. DESIGNED W P,R DATEOc1,1915 <br />1500 W, Mississippi Ave DNAWN _ jl~K. _IlATE<&'-I~?!i <br />Suite 010 Buildln\l A CH[CI(ED R. L H, DolTE (Lei. 19-;:_5 <br />Lakewood, Colo. 80226 N~VI5l::D __ DAT~_ <br />303-934-2411 <br /> <br />50 +00 <br /> <br />SflOUJrlDCONfNOLeUflVEYIIY <br />"UI"LPHOTOGfI"PI\Y 111 <br />TOI'OSflAPHIC IUPPIJrle IY <br />CO,",TOUfI I,",TEflVAL: 2 FEET <br /> <br />DATE FLOWN: JrlOV_ S,le7<4 <br /> <br />m <br /> <br />= <br /> <br />-7F\" " <br />~ <br />_It <br /> <br />"~ <br /> <br />~7"..'. <br /> <br />- <br /> <br />;=, <br />c--! <br />m <br />,.. <br />w lJ}f-- <br /> <br />m--- ;~: <br /> <br />u <br />.... <br />=-<:( <br />:::. <br /> <br />'- <br /> <br />"",,.. <br /> <br />,-- <br /> <br />./"." <br /> <br />,= <br /> <br />.,. <br /> <br />Within <br />- -- -- -l <br />, <br /> <br />" " <br /> <br />m."c <br />.'.' " <br /> <br />'-- I <br /> <br />c <br /> <br />/1; lip '"I <br />'I n-I. <br />r i i I r_~ -1 <br />ElI.lst 8 I.......roved CondltlOfl'l ,II ,,-:-~7: ,I <br />... 'i! I", " <br />Flood Pia... Limits --q ,:' '. ,!, i L~' ,Iii <br />_':.::;-- I -+"'--tld <br />: Z ~",. I 'I po! " ~$ <br /> <br />sohed,'ed St,.., :.; ! "~,I J 5';' <br />- ,~ .:::,,::~',--:::'.,A ,./tf Ii _;/ '-,' R ~:-~ <br />(I!i >(1 ,ct: <br />~\UJ!/,. ,-0 <br />! .'~ <br />,J ~- 1 i~, <br />I -- 't-' x !,~<029 C <br /> <br />=- <br /> <br />t(~:~A ~K <br />=t , <br />-:= <br /> <br />LAKE <br /> <br />STA,21+00 <br />HLP'384 <br />SANGRACO <br /> <br />_m_" , <br /> <br />'" "'" <br /> <br />Q <br /> <br />~ <br />" <br /> <br />c~: .~~_SEi ~ <br /> <br />" <br />~ <br />m" IT, <br />--~ YR., WAT R <br /> <br />n, <br /> <br />~ <br /> <br />/J2;:.':?:..:;;~' , <br />'r,,-~_____ <br />~..---~---,>-- ---c----~-ir__ _ <br /> <br />" <br /> <br />_ ~ : -iB:_. <br /> <br />'<'<'" <br /> <br />30+00 <br /> <br />,T <br />:'1 <br /> <br />,;",~}., <br /> <br />-2 <br /> <br />~K!$!. Drainage Ditch <br /> <br />...~~~,.. <br /> <br />o <br />o <br />+ <br />~ <br />~ <br /> <br />CRES~~1~0'~1~~;ji~_1t!~;:.~J"i;.f~'/"i;"k;- -J~ ~'l, <br /> <br />WATER SUPPLY POND '~",<;g.il j <br />100", Storm <Nerflow Co,tW,.d Ed"" "",ditCo,. ) """\,.,::,",'~,',;,", 1,1,/ ,', <br />Within Pond Area. Flood Plain Limit :-::':::,:::':::':\:( \ \ 7<- <br /> <br />f;~\'~ <br />in;: '., r <br /> <br />j i ,() " <br />n', <br />,; i <br />/ i <br />'Pi ! <br />J , <br /> <br />,15; <br />, ' <br />,Il:, <br />+ 3:' ~, <br />;..:] ! <br />10 <br />I t <br /> <br />r,FNFRAI NOTFS: <br />1, THIS DRAWING IS A MASTER PLANNING SHEET REPRESENTING <br />PRELIMINARY AND CONCEPTUAL ENGINEERING AND SHALL NOT <br />BE USED FOR CONSTRUCTION PURPOSES. <br />2. NEXISTING CONDITIONS FLOOD PLAIN LIMITS" IS BASED ON <br />100 YEAR FUTURE DEVELOPED RUNOFF WITH EXISTING DRAIN- <br />AGE FACtLlTlES. <br />3. "IMPROVED CONDITIONS FLOOD PLAIN LIMITS" IS BASED ON <br />100 YEAR FUTURE DEVELOPED RUNOFF AND COMPLETION OF <br />ALL PROPOSED IMPROVEMENTS, <br /> <br />L <br />,i, .-, <br />, L <br /> <br />l <br /> <br />\ <br /> <br />4 SEE <br /> <br />DETAIL SHEET (HLD-I) FOR OETAIL OF STREET IMPROVEMENTS <br />100 0 100 200 <br />, , <br /> <br />r:: <br /> <br />Grap~ic Scale In Fee! <br /> <br />, <br /> <br />,ct: :+ <br />~*~ <br />"" " <br />_ :C'" <br />"" " , <br />-" <br /> <br />"' '" <br /> <br />,- <br /> <br />f ',' "'_"_ <br /> <br />uC_ <br />"" "c <br />fl Loft t <br /> <br />t <br /> <br />8 va, <br /> <br />','" <br /> <br />, <br /> <br />~J l/ / <br />'I" i <br />I.,! 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".' I <br />= =,,1,":: -=-=":, <br />"-c- co t C", <br /> <br />:.::", '" <br />"c"cc- <br /> <br />35+00 <br /> <br />-_: ----_:::::::; <br /> <br />30+00 <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />PLAN 8 PROFILE <br /> <br />CITY OF ARVAOA <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />STA. 251-00 TO STA. 51 +00 <br /> <br />HIDDEN LAKE B BATES LAKE <br /> <br />". <br /> <br />_:.:~" ",-, <br />------ -t--- <br />....,..,:" <br /> <br />"" <br /> <br />-----=t---- <br /> <br />5250 <br /> <br />, <br />:-:-::--=- 5240 <br /> <br />:--.::-- 5230 <br />m_ <br /> <br />, "" <br />'220 <br /> <br />_ <br />, <br /> <br />= <br /> <br />"==-- <br /> <br />-=='c"c"c <br />I ". <br />'t- ""' <br />25+00 <br /> <br />DWO. NO, HL-4 <br />SHEETS OF 17 <br /> <br />HIODEN LAKE BASIN <br />