|
<br />TOPSOIL POCKET PLACED IN UPPER I'
<br />OF BANK, PLANT SEDGES AND/OR
<br />WILLOWS IN POCKETS,
<br />
<br />
<br />"",
<br />
<br />"
<br />
<br />INTERMITTENTLY RECESS
<br />BOULDERS TO CREATE
<br />PLANTING POCKETS.
<br />
<br />
<br />@ TYPICAL BANK PROTECTION - PLAN VIEW
<br />
<br />LIMIT NUT "'\
<br />HANDWHEEL" '\
<br />HEAD RAIL"
<br />
<br />r'"
<br />: -I
<br />
<br />LIFT NUT ~
<br />LIFT COLLAR..../
<br />
<br />.
<br />.
<br />
<br />CONCRETE ~
<br />HEADWALL '\
<br />
<br />39 3/4"
<br />
<br />.
<br />.
<br />
<br />.
<br />.
<br />
<br />GUIDE
<br />RAIL
<br />
<br />STEM
<br />SUPPORT
<br />
<br />1 1/8"
<br />STEM
<br />
<br />.
<br />
<br />,."
<br />
<br />
<br />.
<br />
<br />STOP BOLT
<br />
<br />
<br />WEDGE BOLTS
<br />
<br />I
<br />12"
<br />l
<br />I
<br />12"
<br />
<br />--.l
<br />
<br />9'0"
<br />
<br />I
<br />
<br />20 1/2-
<br />
<br />2 1/8"
<br />
<br />3/4" X 12"
<br />BOLT (TYP)
<br />
<br />24"
<br />
<br />12'D"
<br />
<br />
<br />76260
<br />___TOP OF
<br />/' HANDWHEEL
<br />
<br />o
<br />
<br />
<br />r
<br />:1
<br />=,!;n
<br />:1
<br />I:
<br />:1
<br />I:
<br />:1 0
<br />I: r TICK
<br />, GRO T PAD
<br />I:
<br />:1
<br />, . .j: _...
<br />
<br />d:j/' I.., ii'L'"
<br />,,7,[';.1 '. .Ii. '.
<br />f :j 18"
<br />mil T 1! I
<br />! -'1 .
<br />:\ I I:
<br />\\ 12" :1
<br />"~J+~
<br />\\ I I'
<br />\!i :1
<br />','. I I
<br />'. .; ~,". ~ ..... . ~ ,.... . -,-
<br />..- n'
<br />:1
<br />I:
<br />r":1
<br />r:
<br />:1
<br />~~-,J 0
<br />
<br />6714
<br />
<br />OUTSIDE OF BEND
<br />
<br />~W~E~
<br />
<br />WILLOW
<br />BUN~
<br />
<br />
<br />~J.(;j!ti:E;/li1i ,~
<br />TOPSOIL
<br />
<br />PACK TOPSOIL, WILLOW BUNDLES,
<br />AND SEDGES IN BEHIND ROOT
<br />WADS.
<br />
<br />, / WILLOW BUNDLES
<br />
<br />
<br />
<br />
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/
<br />/ 2'-3'
<br />/ BOULDER
<br />
<br />! ii~ II.Jii::.-j'j :;:-ii~~:::! ji--j !__3.1~'il;~ !L-,-;iJ~:, ,ill;--:
<br />
<br />
<br />
<br />MINIMUM 6'
<br />OF TRUIIK
<br />
<br />3' BOULDER
<br />
<br />
<br />
<br />FOUNDATION BOULDER TO BE
<br />TOED IN 2.5' MINIMUM BELOW
<br />CHANNEL BOTTOM.
<br />
<br />"
<br />
<br />FOUNDATION BOULDER TO BE
<br />TOED IN 2 5' MINIMUM BELOW
<br />CHANNEL BOTTOM
<br />
<br />QJ) TYPICAL BANK PROTECTION - LARGE BOULDERS
<br />
<br />G:~ TYPICAL BANK PROTECTION
<br />
<br />ROOT WAD/BOULD~BI~s\ROOThAD
<br />
<br />SECTIONS\BNK -PRTN
<br />
<br />SECTIC'NS\BLDR PTN
<br />
<br />U5 REBAR
<br />24" OC
<br />
<br />24" LEVEE
<br />________ SEE GRADE
<br />~ SHEET
<br />
<br />
<br />36" RCP
<br />
<br />FRAME
<br />
<br />
<br />24-
<br />
<br />'--18"----1
<br />
<br />INC.
<br />
<br />@
<br />
<br />WATERMAN INDUSTRIES,
<br />C-10f CANAL GATE
<br />DETAIL
<br />
<br />,..
<br />
<br />3/4" X 12"
<br />GALVANIZED
<br />ANCHOR
<br />BOLT
<br />
<br />#5 REBAR
<br />@ 12" OC.
<br />
<br />,
<br />,
<br />
<br />
<br />'..
<br />
<br />
<br />NOTES:
<br />1.) ALL FILL SHALL BE COMPACTED TO NOT
<br />LESS THAN 90 .. OF MAXIMUM DENSITY
<br />2) FILL AND CORE AREAS TO BE BUILT
<br />IN 6" TO 8" LIFTS
<br />3.) FILL MATERIAL TO BE GENERATED ONSITE.
<br />4.) TOP SOIL TO BE GENERATED OFFSITE.
<br />
<br />
<br />.,-~
<br />
<br />j18" MIN FILL
<br />
<br />//
<br />I' ABOVE 100 YR FLOOD ~.
<br />
<br />j-~//'-
<br />
<br />25 ___---' 0/
<br />I ~.--
<br />1/
<br />
<br />,// ___ BURIED 12" DIA BOULDERS
<br />~_ TO TOP OF CORE
<br />-----
<br />--
<br />.. OISlANC( VA~\( ,_--
<br />LOPE ~ _"-
<br />
<br />__ ---- --~ - - ~~:~~~:,'<'~\S\\'(_?J-;~ \,~-:>>\ \\<.;;_~\~\,..-::.:\~: \\;::;\.';:\ ':..S"~:::}:\\ '\<:-s\\\:~-,,->\\);:- \-.-:)\.~ \'C-~,'/_\ \ X <t::\\Y, \<.>>~:\\::::-\~:;:\\r:;:-~;--~'\"\:,'~~'\:"~-\~,-:
<br />
<br />1 00 YEAR FLOOD LEVEL
<br />I (ELEVATION VARIES)
<br />
<br />3.5' FREEBOARD (MIN.)
<br />
<br />3' MIN CORE WIDTH
<br />A T TOP
<br />
<br />,
<br />, 2.0
<br />
<br />""'- 11
<br />
<br />"
<br />'-
<br />,
<br />,
<br />,
<br />"
<br />........
<br />,
<br />.~..:::,....
<br />,..\ ': :::'--;..\''''':':\ \_'\\ "~:.~',;5\
<br />
<br />LOW PERMEABILITY CORE
<br />
<br />SECTIONS\CANL -GAT
<br />
<br />FILL
<br />MATERIAL
<br />
<br />RIVER CHANNEL
<br />SEE DETAILS 1 THRU 12
<br />
<br />
<br />/
<br />
<br />
<br />
<br />
<br />EXISTING NATURAL GROUND
<br />
<br />/
<br />
<br />I' STRUCTURAL FILL
<br />
<br />J]
<br />
<br />KEY
<br />
<br />J'
<br />
<br />WIDTH VARIE
<br />
<br />Q3TYPICAL
<br />
<br />NOTE: DRAWINGS
<br />ARE NOT TO SCALE
<br />
<br />SECTION
<br />
<br />LEVEE
<br />
<br />SECTlONS\LEVE -SEC
<br />
<br />FOLEY ASSOCIATES, INC. ENGINEERING & SURVEYING
<br />P.O. BOX 1385 TELLURIDE, COLORADO, 81435
<br />
<br />TYPICAL SEC]ONS AND DEl AILS FOR l11E NORm OURAY UNCO~P AHGRE RNER REDEVELOPMENT PROJECT
<br />
<br />303-728-6153
<br />
<br />JANUARY 16, 1995
<br />
<br />94074/0URAy\SECTNS-2
<br />
<br />SHEET 14
<br />
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