<br />4480
<br />
<br />_ 18' -0" To f Fairway Lane
<br />J'-O"
<br />
<br />8"
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<br />3'-0" I Post "
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<br />2x6 wi 4-4 Deck I Bol At Eo, Post
<br />Screws At Ea, Post \ c:::;2: -'" --
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<br />Lane Face Of
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<br />-
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<br />Barrier Curb ~
<br />Per Civil Drawings. ~~
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<br />COOT Type 3 Guard Rail ~v ~ ~'
<br />(Corrosion Resistant Self- /
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<br />Above CBC (Typ.)
<br />See Backfill Diagram
<br />Below For Limits
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<br />Upstream 51,50 6\
<br />Downstream = 51,27 '-'
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<br />Original Scale: 3/4" = 1'-0"
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<br />10'-6"
<br />
<br />@ ~GWALL SECT/ON
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<br />WINGWALL SECT/ON
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<br />Min. 12" Layer Of Structure __
<br />Backfill (Class 1) Under CBC
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<br />( 18 Cant., 6 In EaCf\ ______ Proposed CBC Wall
<br />\ Top And Bottom Slab ..-------- (Beyond)
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<br />15 Cont. (2 Total)
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<br />[lev=39.27' At Sta 42+ 16'-./
<br />
<br />Top
<br />VIew
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<br />JJ-J'-~ U,' 5'-~ "
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<br />1 ' -0" 1 ' -0"
<br />
<br />Six Longitudinal 14
<br />Footing Bars, Project
<br />1 ' -]" Min, Into Culvert
<br />Floor.
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<br />HEADWALL.
<br />
<br />TOEWALL AND TYPE J GUARD RAIL
<br />
<br />012
<br />I I
<br />Original Scale: 3/4' = 1'-0'
<br />
<br />10'-0"
<br />
<br />15' -0"
<br />
<br />--
<br />
<br />/ Structure Backfill (Class 1)
<br />
<br />
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<br />
<br />(f;)J5-F~~~2 WINGWALL
<br />
<br />~
<br />On"gina( Scale: 1/8' = 1'-0"
<br />
<br />Note: The Contractor MaY
<br />Provide Section CI12 For
<br />The Entire Wing wall Length,
<br />At No Addtional Cost
<br />To The Project.
<br />
<br />@2q~~OOT WINGWALL
<br />
<br />
<br />.~
<br />Original Scale: 1/8" = I'-(}"
<br />
<br />@ Detail For Connection Between
<br />12 Culvert And Wingwall Footing
<br />
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<br />
<br />-
<br />-
<br />
<br />112" Expansion Joint Material
<br />
<br />/COC
<br />
<br />\ Emba,km,,1 BackHI r - - /-
<br />Exterior CBC Wall
<br />
<br />112" Expansion Joint Material
<br />(NOll In Place) Typ
<br />
<br />Exterior CBC Wall ~
<br />
<br />Face Of Headwall
<br />
<br />Wing wall
<br />
<br />------ -
<br />
<br />Wingwa/l
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<br />,
<br />-
<br />
<br />Exterior Face Of Headwall
<br />
<br />~
<br />'t>
<br />C;X
<br />~ No. DATE
<br />~
<br />CJ")
<br />
<br />N.T.S.
<br />S, W Comer Sirmlar
<br />
<br />..00
<br />..00 ENGINEERING
<br />..00 CONSULTANTS
<br />.... --
<br />....
<br />LORIS AND ASSOCIATES, INC.
<br />
<br />--
<br />
<br />l' -6" I
<br />I
<br />
<br />N.T.S.
<br />
<br />@ N.E.
<br />12
<br />
<br />WINGWALL CORNER
<br />
<br />(];) BACKFIL~s DIAGRAM
<br />
<br />Vi'ew Perpendicular To Centerline Of Creek
<br />
<br />Ci:'1 S. E.
<br />\.!.V
<br />
<br />WINGWALL CORNER
<br />
<br />REVISIONS
<br />
<br />APPR.
<br />
<br />~ & Associates,lnc,
<br />
<br />
<br />water resource consultonts
<br />
<br />DESIGN
<br />
<br />PROJECT NO.
<br />
<br />DRAWN
<br />
<br />URBAN
<br />
<br />DRAINAGE AND FLOOD CONTROL DISTRICT
<br />TOWN OF COLUMBINE VALLEY
<br />
<br />DUTCH
<br />CREEK
<br />
<br />FAIRWAY LANE
<br />BOX CULVERT
<br />
<br />9432C
<br />
<br />2995 Centergreen Court South, Suite C
<br />Boulder, Colorodo 80301-5421
<br />Phone: (303) 440-3439
<br />Fax: (303) 440-3835
<br />
<br />SHEET
<br />
<br />CHECK
<br />
<br />1 2 of 1 3
<br />
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