<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 />
|