Laserfiche WebLink
<br /> <br />I <br /> <br /> <br />, ' <br />~......~ I <br />-- , <br />~-..... <br />'--. -- <br />'--.'--. <br />" <br />'-''--. <br />'--. " <br />'" <br />" <br /> <br />o <br />o <br />. <br />o <br />w <br /> <br />/,- <br />100 YR FLOO6 PLAI~' <br />LIMITS /' <br />/ <br /> <br />/' <br />, / <br /> <br />~:::.,,/' <br />\k <br />II~ <br />II "_ <br />II ' <br />II <br />II <br />II <br />I <br />II <br />II <br />"', /; 'V. <br />~()<'> 1/ "- <br />00// <br />II <br />II <br />II <br />II <br />II <br />II <br />II <br />, II <br />'{; <br />II, <br />/; "54"CMP <br />I I iN 5076,' <br />I; O~ 5076.9 <br />/ / ELEV',HOAO 5085.0 <br />II " <br />II '-_ ;'" <br />1/ >/ <br />II ",/' , <br />I ././ <br />./ <br /> <br />I <br /> <br /> <br />I <br /> <br />::::..........l <br />" <br />r",:-....... <br />1,,'--. <br />I '--., <br />, '--." <br />J --..~-........ / <br />---'::::;i~ <br />,........., <br />'--. , <br />'-' <br /> <br />I <br /> <br />>V<'O<, <br />.$')0 <br /> <br />I <br /> <br />~$6' <br />to <br /> <br />I <br /> <br />\ <br />, <br />\ <br /> <br /># <br />i <br />.,' <br />, <br /> <br />(/ <br /> <br />I -Z" <br /> <br />I <br /> <br />./ <br /> <br />~ <br /> <br />I <br /> <br />I <br /> <br />/100 YFl, FLOOD PLAIN \. <br />LlMIT....S... .... (WITH CHANNEL\ <br />IMPROYEMENTS) , <br /> <br /> <br />...... ,,'/ <br />..... ' <br />.......... '\ <br />..............) <br />7.... <br />.... <br />........ <br />........ <br />....... '1'20,' <br />....... -.00; <br />.............. <br /> <br />I <br /> <br />.... <br />.... <br />........... '., <br />.... <br />~...... <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />.... <br />.... . <br />..... ./ <br />.... <br />/', <br />.... <br />.... <br />.... <br /> <br />.< <br />~- <br />........---"'" <br /> <br />-<. <br />-.:.:-- <br /> <br />'~" <br /> <br />I <br /> <br />I <br /> <br /> <br />-=:-:"C <br /> <br />I <br /> <br />5070 <br /> <br />I <br /> <br />70+00 <br /> <br />65+00 <br /> <br />60+00 <br />OESIGNEP----1frftt_ DATE 1LZL <br />DRAWN LLV DATE_8~ <br />CHECHO ILJAe llATE~ <br />REVISED~_DATE_ <br /> <br />URBAN DRAINAGE AND FLOOD CONTROL DISTRICT <br /> <br />ADAMS COUNTY <br /> <br />I <br /> <br />&ROUNDCONTRQL SURVEY BY <br />U~IAl P~OTOGRAPHY BY <br />TOPOGRAPHIC MJ,PPING BY <br />CONTOUR I~TEIWAL- 2; FEET <br /> <br />~ <br /> <br />HYDRO-TRIAD, LTD. <br />7500 W. Mississippi A~e <br />Suite 010 Building A <br />Lakewood, Colo. 80226 <br />303-934-2477 <br /> <br />CITY OF NORTHGLENN CITY OF THORNTON <br /> <br />BELL MAPPI NG CO. <br />DENVER,COLORADO <br /> <br />DATE FLOWN: JAN,14,1976 <br /> <br />\ <br />, <br /> <br />"'<'0.] <br />.000 <br /> <br />/ <br /> <br />"" <br />!~;,I.q ~~" <br /> <br />, <br /> <br />R <br />~; <br /> <br />CHANNEL <br /> <br />~o <br />~o <br /> <br />8 ./ <br />? ./ <br />~/ <br /><' <br />,,", <br />'" <br />./ <br /> <br />y <br />'/' <br />. ./ <br />>./ <br />" <br />./ <br />./ <br />././ <br />/.// <br /> <br />,MATCH LINE <br /> <br />", <br />, , <br />- ~-. <br /> <br />H W <br /> <br />. <br /> <br />'--.~ <br /> <br />so> "'", <br /> <br /> <br />~"~ <br /> <br />/ ; "~ <br />/ . ~ <br />'--. <br />--- --------2:::~~._ <br />( <br />\ <br /> <br />---/ <br /> <br />// <br /> <br />...<f> <br /> <br />------~--- <br /> <br /> <br />../ <br /> <br />-'" '~'- <br /> <br />, <br />'\ <br /> <br />! "," <br />:" <br />//\ <br />"./ \ <br />"./ / <br />.;' >--;~ <br />,-<,/ ::.,,&.'X' <br />./ ...------ ,,/::. / <br />.;' "-, / <br />/./ 1./ <br />/ ! // <br />./ / /' <br />'" ',,,,/ 1/ <br />"-----------. ~' r <br />/-- '" /,/ <br />./ ----.. \ ",,- I <br /> <br />/// /// I' <br />,--"'" ./ I <br />J.//./ So <br />, -t '->...;1;0 <br />, " <br /> <br /> <br />./;>\< <br />./ " <br />/ // \ <br />./ " <br />'" ' <br />// ~so'->..s:s '"'' <br />1/ \\ <br />!/ <br /> <br />C.,r<' <br />.--;;f>% <br />,/x <br /> <br />~ <br /> <br />~so,../ <br />,0 <br /> <br /> <br />\ <br /> <br />:J <br />:r <br />~ <br /><:[ <br />::; <br /> <br />STA. 70+00 TO STA. 40+00 <br />100 YR. DISCHARGE ~ 2200 cfs <br />AVG. VELOCITY MAIN CHANNEL: \9.5fps <br /> <br /> <br />", <br /> <br />SHEET \4 <br /> <br />" <br />NOYS: "99 <br />t: FLOOO PLAIN-BAS PON FUTURE DEVELOPMENT CONDITION.S <br />RUNOFF WITH EXIST ORAlNAGEFACILITIES. <br />2. SEE SHEET I FOR LEG <br />3. SEESHEETS27..28.29~30FORTYPICAlCHANNEl <br />SECTIONS AND IMPROVEMENT 'UfTAIlS. <br />4. THIS DRAWING IS A MASTER 'AN.NING SHEET REPRESENTING <br />PRELJMINARY AND CONCEPTUAL INEERINGANDISSUBJECT <br />TOCHANGE. IT SHAll NOT BE FOR CONSTRUCTION <br />PURPOSES. - <br /> <br />". <br />,~ <br /> <br />~SO.->-s <br />'0 <br /> <br />.i <br />o <br /> <br />o <br />, <br />200' ROW <br /> <br />100/ <br /> <br />300 <br />, <br /> <br />1\1 <br /> <br />'00 <br /> <br />Graphic Sc"laln Feel <br /> <br />n, <br /> <br />.l <br /> <br /> <br /> <br />E <br /> <br /> <br />5070 <br /> <br />50+00 <br />MAJOR DRAINAGEWAY PLANNING <br /> <br />5060 <br />40+00 <br /> <br />45tOO <br /> <br />PLAN 8 PROFILE <br /> <br />aWG. NO. GH-9 <br />SHEET 11 OF 30 <br /> <br />GRANGE HALL CREEK <br /> <br />70+00 T040+00 <br />