|
<br />RIP RAP PROTECTION
<br />TH ICKNESS = 3'
<br />"
<br />050 = 18
<br />
<br />\ g
<br />, +
<br />
<br />'L
<br />\
<br />~
<br />
<br />FLOW LINE
<br />UNCOMPAHGRE
<br />RIVER
<br />
<br />EXISTING
<br />ROCK WALL
<br />
<br />r -
<br />, ,%;;:;~
<br />
<br />EXISTING GRADE
<br />
<br />~
<br />'" "lO
<br />"
<br />,..
<br />o
<br />~
<br />
<br />BACKFILL
<br />
<br />.,
<br />,
<br />'.,
<br />
<br />o
<br />f-
<br />
<br />z
<br />'" '0
<br />.'
<br />'N '"
<br />.'
<br />lO
<br />
<br />,
<br /><J)
<br />'"
<br />a:
<br />:i!
<br />
<br />x
<br />...
<br />'"
<br />
<br />z
<br />'"
<br />
<br />,
<br /><J)
<br />w
<br />a:
<br />~
<br />
<br />'N
<br />'0
<br />,
<br />
<br />J
<br />
<br />NOTE' MATCH NEW
<br />WINGWALL TO EXISTING
<br />ROCK WALLS - BOTH SIDES
<br />
<br />~%
<br />
<br />~ \
<br />\~"'-
<br />,
<br />,
<br />,
<br />
<br />\
<br />
<br />,
<br />r~
<br />,
<br />,
<br />\ ,
<br />\' ,
<br />\' , .FLOW
<br />-
<br />,i \ 'f:;J \~
<br />\ -
<br />'/1 '\
<br />~\
<br />\ ,
<br />~\ /)
<br />
<br />~
<br />oJ'.
<br />
<br />lO
<br />
<br />CASCAOE
<br />... CREEK
<br />
<br />lO
<br />
<br />\
<br />
<br />~>--
<br />~
<br />
<br />EXTEND RIP RAP
<br />TO MATCH EXISTING
<br />BANK- BOTH SIDES
<br />
<br />DETAIL
<br />
<br />III = 10'
<br />
<br />1-" n:,,\ T
<br />
<br />"-,, ,," T
<br />
<br />15'
<br />
<br />EL. 7684,0'
<br />
<br />I ~ "" I
<br />I...' I
<br />~------------------------~
<br />-------------------------~
<br />
<br />SECTION A - A
<br />
<br />III = 10'
<br />
<br />6'_011
<br />
<br />7Y Ii
<br />
<br />SYMM, ABOUT
<br />
<br />NOTE' TOP OF WALL MAY
<br />BE STEPPED OR CONTINUOUS
<br />SEE PROFILE,
<br />
<br />.4 3"CL.
<br />
<br />"I EXISTING
<br />
<br />, ,~:~.."
<br />
<br />.
<br />EL.7G79,O
<br />
<br />"6@IZ"
<br />. ~2!!GH WALL
<br />
<br />" ,
<br />
<br />11'4@9"
<br />
<br />2"CL.
<br />
<br />.
<br />
<br />, ,
<br />~ .:
<br />
<br />TIL.
<br />
<br />\
<br />"'4@IB"
<br />
<br />7'_0"
<br />
<br />SECTION B- B
<br />
<br />1f2" = II-a"
<br />
<br />'",
<br />
<br />,
<br />
<br />'N
<br />
<br />v
<br />
<br />Bl
<br />
<br />lO
<br />
<br />~
<br />
<br />lO
<br />
<br />FLOW
<br />.
<br />
<br />o
<br />
<br />,
<br />
<br />. u;
<br />lOt"
<br />, .
<br />-...z
<br />
<br />-0
<br />,
<br />
<br />r
<br />~
<br />
<br />-
<br />
<br />SEE DETAIL 5
<br />RIP RAP PROTECTION
<br />SLOPE TOE
<br />"
<br />050 = 9
<br />/
<br />r-'I~ /
<br />! I~ /
<br />t'\ _----J ! ~
<br />--
<br />--
<br />-- _J
<br />_...~-- --
<br />r-~ _-----
<br />--
<br />
<br />I i -- 0
<br />~-: i -
<br />I I L__
<br />--
<br />L
<br />--
<br />--
<br />--
<br />--
<br />---
<br />--
<br />-..,
<br />I
<br />I
<br />I
<br />I I
<br />L__ _.J
<br />
<br />30'
<br />
<br />10'
<br />
<br />o
<br />o
<br />+
<br />
<br />J-
<br />
<br />]t
<br />
<br />;!
<br /><J)
<br />
<br />'...
<br />
<br />10' WALLS
<br />
<br />J,..- '2
<br />
<br />'"
<br />'"
<br />
<br />'...
<br />
<br />.~
<br />'~
<br />
<br />CASCADE
<br />CREEK
<br />
<br />RIP RAP PROTE~TlDN
<br />THICKNESS = 3
<br />.
<br />050 = I. 5
<br />
<br />'...
<br />
<br />--
<br />--
<br />--
<br />--
<br />i
<br />I
<br />
<br />-
<br />'"
<br />'"
<br />
<br />,<" '0
<br />
<br />"
<br />
<br />...
<br />
<br />,
<br />1-
<br />\
<br />
<br />.
<br />
<br />DETAIL
<br />
<br />2
<br />
<br />I" = 10'
<br />7'-2"
<br />2'-611 10" 3'-10"
<br />
<br />
<br />""~' >~"""'"
<br />. "('I. WA?>V,W
<br />
<br />:' ',:'~ ' 0" BACKFILL
<br />'.
<br />", '. . "4.g:. 12."
<br />
<br />PIPE 0,0, + Ii' MIN,
<br />
<br />G"
<br />
<br />G"
<br />
<br />MIN. MIN,
<br />
<br />z
<br />:;;
<br />
<br />. :Z
<br />lO",
<br />
<br />, ",' ", ~ .:.
<br />. """. p.
<br />p.'".' , .' ..
<br />,'" '~:',~~,',"'"
<br />- ..
<br />~.. 4" ',~.
<br />.' '. ... -:'
<br />x; ;,... ~ \... ./ ;' ...~:.
<br />.-. ,". ',A' '.
<br />
<br />UNDISTUR8ED
<br />_EARTH -TYP,
<br />
<br />- ~6 @IZ" ALT,
<br />
<br />-N
<br />
<br />'.
<br />.,' "
<br />, - ,j' Z CL.
<br />>, ,:1
<br />
<br />.
<br />
<br />+
<br />ci
<br />o
<br />'"
<br />"-
<br />ii:
<br />
<br />"
<br />~ I) , 'I!"
<br />
<br />.
<br />..
<br />
<br />ONE CU, FT, OF
<br />GRAVEL IN
<br />BURLAP SACK
<br />
<br />:Z
<br />lO",
<br />
<br />, .
<br />
<br />" '.'
<br />~" -.. : v.
<br />", '.
<br />
<br />"6@6" '_
<br />" ,-,
<br />".Q, . ~-"..,
<br />KEYII/Z"x31;.1I . .:..~.::::~-
<br />, ~~Z -~~']f'
<br />"--:,.. :_~,':
<br />" - -, .
<br />~, ,.:..
<br />j ,:::,,:'
<br />
<br />_,i$>'
<br />
<br />"
<br />~ DIA, W!'Q,...
<br />HqLES@ 0
<br />10 SPA, .'
<br />
<br />NOTE' FOR WATER a SEWER ENCASEMENTS
<br />
<br />DETAIL 4
<br />NO SCALE
<br />
<br />"
<br />':,:, ',' '<I.'
<br />'. ......... ;-.. .
<br />
<br />"'.,"7:'\'.", '
<br />. . . .
<br />.' . :'. . ~., . -' ."'-
<br />
<br />3"CL.
<br />
<br />~ / "6@6"
<br />~-"4 CON!
<br />(4! -ZB,]
<br />
<br />SECTION C - C
<br />NO SCALE
<br />
<br />. ZO' .
<br />
<br />EDGE OF DRIVE SAME \
<br />
<br />
<br />f/ '" OC .", f'~
<br />
<br />8' TYP,
<br />
<br />l
<br />~
<br />
<br />CONTROL ~ALK / A
<br />JOINT~ _ - :::::/
<br />
<br />
<br />IV
<br />/
<br />
<br />u.
<br />
<br />"
<br />050 = 9
<br />'-- v",
<br />xx
<br />It..:::::?' T
<br />Z -......;r rtI
<br />~. 0,,,,,4
<br />~.. Cb
<br />~tlli\. .....
<br />~l\hl,",
<br />~i' -y").....
<br />"<:(
<br />UNDlSr'URBED ":>Ii:""
<br />EARTH'TYP
<br />
<br />,
<br />
<br />ol>
<br />
<br />CASCADE
<br />'t. CREEK
<br />
<br />~
<br />
<br />.
<br />
<br />DETAIL
<br />
<br />I" = 10'
<br />
<br />-N
<br />
<br />'"
<br />
<br />ZO'
<br />
<br />...
<br />N
<br />...
<br />+
<br />...
<br />1':'
<br /><J)
<br />
<br />'0
<br />
<br />r- ---,
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />i
<br />I
<br />I
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />L_ __J
<br />
<br />l.- '"
<br />
<br />ot..'
<br />I
<br />I
<br />i
<br />i
<br />I
<br />~
<br />I
<br />
<br />..:J
<br />
<br />FLOW
<br />.
<br />
<br />,
<br />
<br />RIP RAP PROTI'CTION
<br />THICKNES~ = 3
<br />050 = 1.5
<br />
<br />3
<br />
<br />EXCAVATE AND
<br />BACKFILL OVER
<br />RIP RAP
<br />
<br />3891
<br />
<br />...
<br />
<br />'",
<br />
<br />'...
<br />
<br />~I
<br />I
<br />
<br />/,]!
<br />~
<br />f'=
<br />
<br />DETAIL
<br />
<br />5
<br />
<br />.... ""4@ISll
<br />/
<br />
<br />"'6@IZ"
<br />
<br />ONE CU, FT, OF
<br />GRAVEL IN
<br />BURLAP SACK 'lO
<br />,
<br />
<br />III = 4'
<br />
<br />r
<br />'C'
<br />'N '
<br />~ '..:....~. '.
<br />., . . , -.,.
<br />r "
<br />:. f,. ....-:-
<br />'''''''"Ib
<br />
<br />WARPED
<br />SECTION
<br />
<br />WARPED
<br />SECTION
<br />
<br />~~AL\
<br />
<br />~~~~~
<br />
<br />/
<br />
<br />. .: ~ (;. 4" DIA.
<br />~_--" i:,,' ... WEEP
<br />- 1,::,:, , .:5:!
<br />i'CL.'" " 3/;: R, , ,',,' : ,-" HOLES@IO '"
<br />
<br />, ~~ "4@9,, ,.."1/: ~'"
<br />.... :.' ':'1. ',~."U.~ '~.'<,".'/."" d~ IO~
<br />':. " III ',::. _.. " '.' ....'
<br />
<br />-
<br />
<br />EXISTING GRADE
<br />
<br />/
<br />
<br />4'
<br />TRANSITION
<br />
<br />DETAIL 6
<br />NO SCALE
<br />
<br />NOTE' COMPACT TO 95% MAXIMUM
<br />DRY DENSITY IN LIFTS NOT TO
<br />EXCEED ONE FOOT.
<br />
<br />DETAIL
<br />NO SCALE
<br />
<br />7
<br />
<br />PRELIMINARY
<br />NOT fOR CONSTRUCTION
<br />
<br />\
<br />
<br />4'
<br />TRANSITION
<br />
<br />...
<br />
<br />~~CONTROL Jr
<br />
<br />\
<br />
<br />No
<br />
<br />~\lIS'On
<br />
<br />Dote I t:Iy
<br />
<br />6'-71/2"
<br />
<br />1'-6"
<br />
<br />T
<br />
<br />0'
<br />
<br />12
<br />
<br />,I
<br />
<br />'..' .'" ' , 'I~"" , , ' "
<br />. . ':".,..,,, :6.. "8/2~ '1>"':' " :,~
<br />
<br />3"CL" P '//" o~
<br />#4 <ID Sll
<br />
<br />'N
<br />""
<br />.,
<br />
<br />S" TO 9" STONE
<br />SUBGRADE
<br />
<br />SECTION D- D
<br />NO SCALE
<br />
<br />PHASE I
<br />
<br />CITY OF OURAY, CO,
<br />DEBRIS AND FLOOD CONTROL IMPROVEMENTS
<br />
<br />CASCADE CREEK
<br />DETAILS
<br />
<br />Designed by: K M
<br />
<br />Scale: AS NOTED
<br />
<br />Drown by:
<br />Checked by:
<br />
<br />DWG
<br />WSL
<br />
<br />Dote.
<br />
<br />MARCH 1983
<br />
<br />PrOject No.; CO-TO-02
<br />
<br />fJDt1
<br />
<br />SiMON5,li & A""oci.\JE", iNC.
<br />furn colll'\J'), (In VH.,f\f. df,'\J\'lR. r Ul~ON
<br />
<br />C-IO
<br />
|