|
<br />~/:iL]o "l~
<br />
<br />.L j 5 "'",
<br />~"""~
<br />
<br />~\ \ ~~M\gr\~_~T~ ~ ~ :" ~
<br />\ \ \ " \ \ -~~~~\~--
<br />
<br />Use existing R.O.W.
<br />in TABLE MESA DRIVE
<br />
<br />,,;
<br />. \,..
<br />. cC^,
<br />~ Q'O':~"O $
<br />~, ~.
<br />,C "
<br />:J!J?J ~fiJ, j( '%!
<br />
<br />~OTE: T~j. d,o.ln9 i.,' mu,"'pro. 'ho.t rOP"'o.ling ",.ri",I.",y .nd
<br />..".,.-.>Io.J.ng'...ring.".h.II..tb......f"'..n.""oriOllPurpo....
<br />
<br />:--,
<br />
<br />-,
<br />
<br />.50-;
<br />o ,>;-
<br />......,/1":-9
<br />
<br />/
<br />
<br />C:::::J~C'
<br />~ Variable l
<br />20.0' to 40.0'
<br />
<br /> , , , ,
<br />,
<br />, , , ,
<br />
<br />'I
<br />
<br />--
<br />
<br />'-
<br />
<br />,CC
<br />,,-,010,
<br />,C
<br />
<br />E..lsliM
<br />
<br />\ \~, '~
<br />
<br />
<br />"'" '"0\' y, R""" ,~",
<br />
<br />
<br />
<br />(
<br />
<br /><:,
<br />.
<br />'0
<br />'b
<br />
<br />>
<br />,
<br />"0
<br />"
<br />o
<br />o
<br />\....----~.
<br />/\
<br />
<br />,CC
<br />.9'
<br />",0
<br />
<br />6.0'~
<br />1.0';';; Freeb<)(!rd--':'~
<br />
<br />f--!M"IOC
<br />
<br />I
<br />I
<br />
<br />..........,1 I
<br />I no'
<br />
<br />Channel
<br />
<br />NOTE:
<br />Existing channel in
<br />Tobie Meso Drive to
<br />be deepened and
<br />widened and all
<br />culverts replaced.
<br />
<br />.#" ,
<br />2
<br />---slope 1%
<br />
<br />~
<br />~
<br />'9:, :10[)OO
<br />o ,<-,0
<br />\/~.
<br />/\
<br />
<br />~De.,i'Jf\ i!lv.ele'l.
<br />F (L5'Mln.riProp or natural
<br />stone of eqliol sl2e
<br />
<br />TYPICAL CHANNEL
<br />
<br />CROSS SECTION - Sta 14/+ 15 to 157.75
<br />Seale, 1"_20'
<br />
<br />~I
<br />o.
<br />~
<br />. .
<br />
<br />.
<br />
<br />~~
<br />
<br /> 0
<br /> "
<br /> ~
<br /> ,
<br /> -
<br /> ~ 5410
<br /> ~
<br />. I~i
<br /> "
<br /> " ~~ 5400
<br />, " 0 .
<br />"
<br /> ==== ~ "= Iii 5390
<br /> ~
<br />" . .
<br />
<br />5460
<br />
<br />5450
<br />
<br />il
<br />
<br />5440
<br />
<br />5400
<br />
<br />5380
<br />
<br />:~
<br />
<br />~
<br />
<br />~.
<br />
<br />REVISIONS
<br />
<br />CITY OF
<br />BOULDER. COLORADO
<br />ENGJNEERING DIVISION
<br />
<br />.
<br />
<br />155+00
<br />WRIGHT - MCLAUGHLIN
<br />2059 Bryant Street
<br />
<br />ENGINEERS
<br />Denver, COlorado
<br />
<br />150+00
<br />g~:~~~EO~ DATE
<br />CHECKED, 1I/Y'?-" -if?'?') 9-70
<br />
<br />W. M. E. Project N,lI.
<br />702-12
<br />
<br />145+00.
<br />DEPT. of PUBLIC WORKS
<br />T.K.Dieffenderfer
<br />
<br />{401'O0
<br />CITY of BDULDER
<br />Director of Operations
<br />
<br />135+00
<br />
<br />II
<br />
<br />MASTER PLAN
<br />BEAR CANYON CREEK
<br />8M 2,37 to 8M 2,94
<br />
<br />URBAN STORM DRAINAGE
<br />MAJOR DRAINAG_EWAYS PLANNING
<br />
<br />DATE
<br />Sep.1970
<br />
<br />SCALES DESIGNED -=I:HEET N,~:';I"DRAWING NO
<br />Ilcrizontoll.:lOO'DRAWN~
<br />V.rtieol [". 10' CHECKED WM-E OF gjisHEETS
<br />
<br />BEAR
<br />
<br />CANYON CREEK.., STA, /25+00 to /55+00
<br />
<br />DRAWING NO
<br />
<br />BE-5
<br />
<br />
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