Laserfiche WebLink
<br />~i, (~)-I/ - "l" ) <br />" '-I Yi <br />.. .....~4~/ ~~h.V 'fl <br />~J~ \~~I~:Ci ,~~I, l_~ \r\~\r <br />I:_~'~'~ 0 D~ ~+\ <br />: I II I J ~ <br />f.i: ~ ' <br /> <br /> <br /> <br /> <br />- <br /> <br />',:J 0 ~~~::"1.i'7/~~. -'~Ifl~';~~.:::::'=""-' -)! (,er) <br />:I: I ---""" L~'.'~-':::L>-JII/~_. I ~ \> <br />,gz ...'...,~ <br />,::i ~ I> / ;/.:: ',.,'." ~ I, - - <br />./ 1;\ /oi, < [\ !, <br />. ~ !"/ .; // ;// // .. \ ..",".,..~~. .../.> ; ':-q" <br />/./ / / /. "'.. -. '. ....0 ~ <br />/ // /// / // ,.' ',':'-+ (~- . <br />o -, . ~ ~ -,- / , '., .,,-. <',,_ "'_ I <br />~ " ,~. ~-~ <br />in Improved Conditions, ~d Plain Within 9O"-A~C;fJ':/ ,/ '/ /~-!" ~_ <br />-, Ii I' <br /> <br />~o;,. <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 />o~ <br /> <br />~ <br /> <br />~ <br />~ <br /> <br />\ , <br />,.'\,1).... : <br /> <br />:u_ <br /> <br />n <br /> <br />:+T,A:: - ~ <br /> <br />~ <br /> <br />" " <br />.. ~ <br />" <br /> <br />'1, <br /> <br />~,:I~... <br /> <br />". --~~> <br />'~, <br />r- ~ <br /> <br />roo- <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 />,.' <br />~/ <br />" . <br />~ Outltt\ 'j,' Prop. ape_\ri'\ .... <br />'1.,'1 Channel" I <br />..... \1 <br />0': \ '0' Eo.._ ~": <br />" , <br /> <br />/:'~ .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," <br /> <br />,,'t 0. <br /> <br />',;c ..C, <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 />-.c <br /> <br />,,- <br /> <br />n-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 EKC8ss Storm <br />Flows Into Pomponio Loke <br />(See OWQ. HLD-Il <br /> <br />WS.: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 />:cc::: <br /> <br />..~< <br /> <br />n:~' ..... .. ~ <br />. <br />... ~. <br /> <br />::/~~.~>iiM~~ <br /> <br />~= :=:<~ ..... <br />:s:: <br />= <br /> <br />I~ <br /> <br />.:c '-.~ <br /> <br />U" <br />,.~.: <br />-- <br /> <br />~ <br /> <br />n <br />=~,., <br />-c. <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 -rOO <br /> <br />SflOUJrlDCONfNOLeUflVEYIIY <br />"UI"LPHOTOGfI"PIIY 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 />n7F',n~ <br />~ <br />nit <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 />'~n <br /> <br />,-- <br /> <br />~l..~.. <br /> <br />.= <br /> <br />.,. <br /> <br />Within <br />- -- -- -l <br />, <br /> <br />~.. ~ <br /> <br />m.::, <br />.... .. <br /> <br />'-n I <br /> <br />c <br /> <br />,ii; lip '.,1 <br />'I n-I. <br />r i i I r_~ -1 <br />Elllst 8 I.......roved CondltlOfl'l ,II ,,-:-~7: ,I <br />.-. 'i! I". .. <br />Flood Pia... Limits --q ,:' '. ,!, i L~' ,Iii <br />_':.::;-- I -+"'--tld <br />: Z ~....' II po! .' ~$ <br />sohe",'e" St,.., :ti ! .. ~,' 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 />=n <br /> <br />t(~:~A ~K <br />=t _ <br />---= <br /> <br />LAKE <br /> <br />STA_ 21+00 <br />HLP-384 <br />SANGRACO <br /> <br />nmn ~ ~ <br /> <br />... ....~... <br /> <br />Q <br /> <br />~ <br />.. <br /> <br />c~: .~~_SEi ~ <br /> <br />" <br />~ <br />un IT. <br />--~ YR., WAT R <br /> <br />n, <br /> <br />~ <br /> <br />/;::;;:.c'?:::;;'4-f:;f:iiP. . <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!$!. Drainage Ditch <br /> <br />...~~~,.. <br /> <br />o <br />o <br />+ <br />~ <br />~ <br /> <br />CRES~~1~0'~1~~;ji~_1t!~;'.~J,:;.f~'/'I'i;'k;- -J~ ~'l. <br /> <br />WATER SUPPLY POND .~",...;g.il j <br />'00". St"m "'",fiow Co,talo<" Ed". "","itCoo< ) ..""\...::....'~...;.... 1.1,/ ,', <br />Within Pond Area. Flood Plain Limit :-::':::,:::':::':\:( \ \ 7<- <br /> <br />f:~\.~ <br />in;: .~. r <br /> <br />j i ,0 " <br />n', <br />.: i <br />/ i <br />'Pi ! <br />J , <br /> <br />,15; <br />, ' <br />,Il:, <br />+ 3:' ~, <br />;..:] ! <br />10 <br />I t <br /> <br />r,FNFRAI NOTFS: <br />1, THIS DRAWING IS A MASTER PLANNING SHEET REPRESENTING <br />PRELIMINARY AND CONCEPTUAL ENGINEERING AND SHALL NOT <br />BE USED FOR CONSTRUCTION PURPOSES, <br />2. NEXISTING CONDITIONS FLOOD PLAIN LIMITS" IS BASED ON <br />100 YEAR fUTURE DEVELOPED RUNOFF WITH EXISTING DRAIN- <br />AGE FACtLlTlES, <br />3. "IMPROVED CONDITIONS FLOOD PLAIN LIMITS" IS BASED ON <br />100 YEAR FUTURE DEVELOPED RUNOFF AND COMPLETION OF <br />ALL PROPOSED IMPROVEMENTS, <br /> <br />L <br />,i, .-, <br />, L <br /> <br />l <br /> <br />\ <br /> <br />4 SEE <br /> <br />DETAil SHEET (HlD-I) FOR OETAll OF STREET IMPROVEMENTS <br />100 0 100 200 <br />, , <br /> <br />r:: <br /> <br />Grap~ic Scale In fee! <br /> <br />. <br /> <br />-et: :+ <br />~*~ <br />~~ ~ <br />n :c~ ~ <br />~ ~ ~ . <br />-~ <br /> <br />~/ ... <br /> <br />-- <br /> <br />f ... ...n~_ <br /> <br />_c_ <br />u~ ~, <br />fl Loft t <br /> <br />t <br /> <br />8 va, <br /> <br />..... <br /> <br />. <br /> <br />~J l/ / <br />'I' i <br />I..! '__ - <br />I J' .~ <br />I~-..! --c 52" <br />\ c <br />_~_O <br />. <br /> <br />.1. <br /> <br />~ <br />) <br />\. ~ <br /> <br />"' <br /> <br />.- <br /> <br />!~j 1 <br /> <br />r'i <br /> <br />L:...... ~ <br /> <br />,- <br /> <br />t <br />, <br /> <br />__-"i--- <br />(:; <br />~$' <br />I, <br /> <br />, <br />, <br /> <br /> <br />n~- <br /> <br />~=_L"n <br /> <br />.~: m:"cc.~ nf-- <br /> <br />~_-- t-:- <br /> <br />~H~ -'-n ....... ~ <br /> <br />~....u n~n+ ...... tCC <br />.i- <br /> <br />-'-- <br /> <br />-:\: <br /> <br />- <br /> <br />-'-'-~ ;::-- <br />TIC - <br />S :ALE (BEIf-ORE <br />In-= LV ~_ <br />= --~-u; li: <br />n"~'" <br /> <br />n ... ... ......~.._ <br />t--- <br />~=~l'~' <br /> <br />~...:.:.:- <br />------------+ .,- <br />~- <br /> <br />+--- <br /> <br />~~....i. <br /> <br />m_ <br />TA: 45+ <br />) <br /> <br />~: <br /> <br />.~cc.~ <br /> <br />t:::---::- <br />, . <br /> <br />n--'- <br /> <br />- <br /> <br />.~" <br />nnl'~--~ <br /> <br />H~U <br /> <br />-- - <br /> <br />.......~..~I- <br />H -~-f..u <br />_ n .,,:c.. <br />.... <br /> <br />~cc, <br /> <br />C~.~ ... ..~. <br /> <br />...H.~.":~ <br /> <br />. <br /> <br />........ <br /> <br />--.&.--. <br /> <br />, <br /> <br />:1:__ <br /> <br />....~.... <br /> <br />_n ~,n ~.. ..~..~ <br />........... ~~ <br />-::c+: ~ ~- ~::,,- <br /> <br />- <br /> <br />--=-==~:::::::-:---:-1lR"^. <br /> <br />~u ...... <br /> <br />ADAMS COUNTY <br /> <br />-~:/ ,=-~ <br /> <br />j <br /> <br />...~~ <br /> <br />.~, <br /> <br />EX_I__ . <br /> <br />n: .. <br /> <br />;::;-:- <br /> <br />.... <br /> <br />n -=-~ <br /> <br />~'~:':l:" <br /> <br />""'!..~. <br /> <br />_~_-_-_-- __n_,--_--=---=----=-- <br /> <br />~~~~:, <br /> <br />:~ <br /> <br />::'CC:::cc:- <br /> <br />... . ~.-+-'~: .~n :~-,-- <br /> <br />...... <br /><:'M.f / <br />u:~- <br /> <br />~ <br />I <br /> <br />~':\ <br /> <br />-42 <br />:CC=-~::CC. <br />~.~ ..C. I <br />= =.: 1.~:: =-=-u:. <br />~ -,-:cc t en. <br /> <br />:=~: -~ <br />u,~ccn <br /> <br />35+00 <br /> <br />-_: ----_:::::::; <br /> <br />30+00 <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />PLAN 8 PROFILE <br /> <br />CITY OF ARVADA <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 />n <br />, <br /> <br />= <br /> <br />~==-- <br /> <br />=-==-:,~,~, <br />I ..~ <br />.fen ,~. <br />25+00 <br /> <br />DWO. NO, HL-4 <br />SHEETS OF 17 <br /> <br />HIDDEN LAKE BASIN <br />