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<br />DEPARTMENT OF THE AR~Y
<br />
<br />4lJUU
<br />
<br />CORPS OF ENGINEERS
<br />
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<br />
<br />, /'-6'
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<br />Ground Surf'cce
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<br />SECTION B-B
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<br />SECTION C-C
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<br />~/
<br />
<br />HALF
<br />
<br />ELEVATION
<br />
<br />CUT-OFF WALL
<br />
<br />'I.J'
<br />.0
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<br />,Vole:
<br />A/I sleel 10 be 3' clear.
<br />
<br />SCALE 3/8". 1'-0"
<br />
<br />SCALE. 3/8'" 1'-0"
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<br />Toe af'Levee
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<br />EL 8877.0
<br />
<br />Note,
<br />Concrete Cut-Off Woll TO be ooured In (,tts nollo
<br />exceed 6', 8ock/il/ 117 be p/oced poor 10 ~our,n:7
<br />succeeding lifts and ta proceed even/v In eac/!
<br />Side afwall.
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<br />-~-"i
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<br />----------0'.op~ I
<br />-- -~_-?~c
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<br />Top of Levee
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<br />PLAN
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<br />uraiJled Rl;orop
<br />
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<br />~ C-- Derrick Slone ~
<br />151l \ /5
<br />-::]1 - /r--
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<br />Grouled Rlprop
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<br />Concrele
<br />Cul-afr Wo//
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<br />PC STA Of83Levee
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<br />----.......... ---------
<br />urOU/eo' D'
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<br />Danck Slane
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<br />SCALE' 3/16'" 1"0"
<br />
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<br />
<br />SECTION A-A
<br />
<br />SECTION D-D
<br />
<br />SCALE: 1/2"' 1"0"
<br />
<br />SCALE: 3/16"= 1'-0"
<br />
<br />10'-0'
<br />5'-0'
<br />
<br />::Onerele Cut-off wo//~
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<br />~15'-O~
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<br />~- ExislliJg Ground Surfoa:
<br />1 ~----L I Weeo CD
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<br />$ 6ro<.dedRlprap ~ ,~~_
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<br />f 1:6-:!'6'i!'.~ j'~ f3ars balh woys J
<br />( '-- f-' -; Graded Filler
<br />Compacled ImpervIOus Malenal
<br />
<br />G I dR' Downslreom Limits ar Levee
<br />rou e Iprop Imperviaus Malerlal ond
<br />
<br />Graded Filler
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<br />abaul t
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<br />No/~:
<br />For typical levu s~chon see DWG NO. 2/2.
<br />
<br />Derrick Slone
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<br />225
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<br />Graded Filler
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<br />ur-;uled Riprop
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<br />..Q'f4'Farrn~d Weep HO/e5
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<br />__ _____ -:-+--:;:---=-VE!:'-~L_~
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<br />,
<br />,
<br />
<br />EXTENDED CUT-OFF WALL, REV SED ~ERN CK _STO~E_ AT ~UT OFF _WA:-L~ _, _
<br />aDDED WEEP- HOLES - - ____ _ ___ _~_ _~ 1 'j1jZ
<br />- - OESCRIPTlOfll BY
<br />
<br />",f'
<br />
<br />'T
<br />I,;,
<br />,
<br />
<br />I'Square Piece arGo/vanized
<br />Hardware Cloth With!f?" Ml"Sh
<br />To 8.. P/oCf?d 8e tween Graded \.... Excavallan Line
<br />Filler And Grouf/!'d Rlprap ~
<br />
<br />. ...,'.'.-
<br />
<br />
<br />-.' S~~ 1
<br />
<br />Cornpocl"d r~---1
<br />;,-' C ImperVIOus I S
<br />.' .-J ri// I
<br />-------______1
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<br />:.~\b ___,9-1~_=_~_O_
<br />_~CD__ 8-3-49
<br />REVISION DA TE
<br />
<br />AS BUILT
<br />
<br />----~--~. ~'I
<br />
<br />-----
<br />
<br />,-
<br />
<br />, UU d.' ''/ /'
<br />2' co~po;led,
<br />~ i Impervious "'::'..'~
<br />~~-~/~~--_:_;'
<br />
<br />~ssumed Ground Line 'I
<br />
<br />EL 8865 7
<br />
<br />
<br />3'003?6
<br />
<br />.
<br />I':'
<br />"
<br />~L
<br />
<br />ExcavatIon Line
<br />
<br />___--.L
<br />
<br />DEPARTMENT OF THE ARMY
<br />CORPS OF ENGINEERS
<br />OFFleE OF THE DISTRICT ENGIN::oER
<br />ALBUQUERQUE. NEW MEIICQ
<br />
<br />,
<br />f
<br />-1
<br />I
<br />
<br />EL 88591 .
<br />-_._--~_._~
<br />
<br />.,7....'.
<br />
<br />Excavation LI'7e--
<br />
<br />0--...../---
<br />\
<br />
<br />DRAWN BY D_C H
<br />
<br />RIO GRANDE B.lSIN. COLORADO
<br />WILLOW CREEK CHANNEL IMPROVEMENT
<br />CREEDE, COLORADO
<br />
<br />,w.
<br />
<br />TRACED BY. PH M
<br />
<br />o LONGITUDINAL SECTION ALONG t.
<br />
<br />.
<br />J.-i .
<br />
<br />SCALE: 3/16'" I' -0.
<br />
<br />CHECKED IY.. "A..
<br />w'~ D,Crl.
<br />OOBMITTED: /' / / ~
<br />'..i.::%~.J-~----.I.~~,.,-r
<br />Cr1IE:F, CIVIL '1N0Rk!J Pt.J.'tSECT
<br />Ji.ECO....EIl,OE"', 'r '.;
<br />~.-.~-~~~,
<br />Clut:'. [HGlIoIHA1tl(; DIV'SIOIol
<br />
<br />
<br />INLET STRUCTURE
<br />PLAN AND SECTIONS
<br />
<br />i
<br />!
<br />
<br />TYPICAL SECTION
<br />
<br />STA 0+00 TO STA 0+25.3
<br />
<br />AS SHOWN
<br />
<br />INV. SERIAL NO. ENG i !9-Q05-49-93
<br />- ,
<br />
<br />SCALE: 3/16"' (-0.
<br />
<br />,
<br />
<br />AP....OVU> - ,--..:..-e-"'. _ ,~ ,
<br />~COLO"((" COR;(""""OF~iRS--
<br />:, DiSTRICT IN,",NUR
<br />
<br />DA 194~_ .
<br />
<br />DRAWING NJMBER
<br />RG-:-WC..C- 2/14;2
<br />
<br />;
<br />
<br />SHEET 16 fW 21
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