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<br />4480 <br /> <br />_ 18' -0" To f Fairway Lane <br />J'-O" <br /> <br />8" <br /> <br />\ <br />EO <br />~ <br />d: <br /> <br />3'-0" I Post " <br />". ~ 2xl0 wi 4 f1 ~x4" Lag <br />2x6 wi 4-4 Deck I Bol At Eo, Post <br />Screws At Ea, Post \ c:::;2: -'" -- <br />-~ I <br /> <br />l' -0" <br /> <br />1t <br /> <br />~" Chamfer (Typ) <br /> <br />l' -0" <br /> <br />It <br /> <br />~" Chamfer (Typ) <br /> <br />Lane Face Of <br />Guardrail <br /> <br />~ <br />Cl> <br />EO <br />~ <br />d: <br /> <br />"/ >, /"l//'Y <br /> <br />r <br />" <br /> <br />'>;/ /. 'i>;;;~ <br /> <br />l' -0" <br /> <br />r <br /> <br />~" Chamfer (Typ) <br /> <br />..... <br />a <br />~ <br />~ <br /> <br />. <br />"") <br />I <br /> <br />("o,j <br /> <br />( <br /> <br />'" <br />.~ <br />~ <br /> <br />14@12"~ . <br />i'G ~/4@12" <br /> <br /><!: 1-14@ 12" <br /> <br />~ 14 Cant, (12 Totaij 7 <br />- <br /> <br />..... <br />Barrier Curb ~ <br />Per Civil Drawings. ~~ <br /> <br /> <br />[lev, = 57.00 6\ <br />'-' <br /> <br />0~~~ <br /> <br />. <br />("o,j <br />I <br />- <br /> <br />'" <br />.~ <br />~ <br /> <br />C::, <br />I <br /> <br />2" Clr <br /> <br />2"~ Weep HOle'~ . G ~ b . <br />/ eo/a nc <br />~ <br />. ~/5@12" <br /> <br />/,,"'-/":-Y ,>,\y <br /> <br />n <br /> <br />14xn 10"@1'-O""\ <br />1'-0" <br /> <br />'-'v, " - - ~2.511 \ -i _]" Chamfer (Typ.) <br /> <br />COOT Type 3 Guard Rail ~v ~ ~' <br />(Corrosion Resistant Self- / <br />Weathering Steel) Concrete Class 0 ---./ · (I <br />With 6' Posts @ 12' -6" O. C. <br /> <br />- <br />("o,j <br /> <br />/, <br /> <br />a <br />- . <br />- <br /> <br />~ <br /> <br />10 <br />I <br /> <br />. -14@12" <br /> <br />'" <br />.~ <br />~ <br /> <br />. ___15@12" <br />2"~ Weep Hole ~ ~Geofabric <br />Typ. ,,/ <br /> <br />("o,j~ ~-[ <br />\f <br />, r <br /> <br />tti <br />.~ <br />~ <br /> <br />. 2" CIr <br /> <br />. 2" Clr <br /> <br />Embankment Backfill <br />Above CBC (Typ.) <br />See Backfill Diagram <br />Below For Limits <br /> <br />j;..., <br />14 x ,;., <br />1'-0" <br /> <br />. . <br /> <br />/ Hea~wall <br />~ 14 x ~ @6" <br />1'-0' <br /> <br />OMIT <br /> <br />l <br />I <br /> <br />:111 <br /> <br />~ <br />I <br />;.., <br /> <br />I \ I~ <br />6"x6" Po ~ I' I ~ <br />@ 6'-Q " ~ <br /> <br />Class B Co crete ~ - - f-:;t <br />L ~~_ <br /> <br />. <br />a <br />I <br />"") <br /> <br /><3 <br />~. <br /> <br />. <br />a <br />I <br /> <br />: ',-16x 11 @6" <br />5'-2" <br /> <br />- <br />"'" <br /> <br />r: <br /> <br />~ <br />u <br /> <br />10 <br />I <br />"") <br /> <br />1 ' -()" <br /> <br />. l.., <br /> <br />d6x iJ@6" <br />. U 4'-2" <br /> <br />"") <br /> <br />.!:: I : <br />U ,';'1 <br />>;..., ll8x ~ '116 <br />5'-2 <br /> <br />. <br />a <br />I <br /> <br /><3t <br />~ <br />4' -6" <br /> <br />~~ <br />, t <br />814J <br />l' -0. <br />j J' -6" <br /> <br />I <br />I t. <br /> <br />· - ~t. <br />a ~ <br />_ I U 614 <br />- >;..., <br /> <br />J' -0 <br /> <br />. ~~ <br />t <br /> <br />'--- <br /> <br />@6" <br />---------., . . <br /> <br />. '----1-- <br />. a <br />a I' <br />I _ a <br />~ - I <br /> <br />I <br /> <br />I <br />~1114 I <br />15@6"j <br /> <br />I . <br /> <br />~ <br /> <br />/ <br /> <br />. <br /> <br />~ <br />_I <br />- <br /> <br />f8\ <br /> <br />~I <br />fDESTRIAN RAILING AL ~ <br /> <br />1 ' -0" / <br />14x ~~12"/ L <br /> <br />- <br />- <br /> <br />" '-0 <br />I 2'-0 <br /> <br />. -! <br /> <br />l~iCkledge <br /> <br />6" <br /> <br />Box Reinf. 7 <br /> <br />. <br /> <br />4'-6" <br /> <br />5'-0. <br /> <br />9'-0" <br /> <br />6' -0 <br /> <br />j <br />( <br /> <br />. .A' <br /> <br /> <br />:~3" Chamfer <br /> <br />- <br /> <br />Upstream 51,50 6\ <br />Downstream = 51,27 '-' <br /> <br />'0.Y~) 0 I <br />I I <br />Original Scale: 3/4" = 1'-0" <br /> <br />~TE <br />\ <br /> <br />l' -0" <br />10'-6" <br /> <br />@ ~GWALL SECT/ON <br /> <br /> <br />On"ginal Scale: 1/4" = 1'- O' <br /> <br />EfiJ <br /> <br />WINGWALL SECT/ON <br /> <br />Min. 12" Layer Of Structure __ <br />Backfill (Class 1) Under CBC <br /> <br />( 18 Cant., 6 In EaCf\ ______ Proposed CBC Wall <br />\ Top And Bottom Slab ..-------- (Beyond) <br /> <br />Bottom Slab ~el in forcing \ 1\:, r Toewall <br /> <br />\ \ \ Upstream = J9.50 6\ <br />V Downstream = 39.27 '-' <br />: <br /> <br />. <br />a <br />I <br />"") <br /> <br />".... TW = 57,00 <br />'-/ <br /> <br />".... TW = 55.00 <br />'-./ '" <br /> <br />@ WI1Y2ALL SECT/ON <br /> <br /> <br />".... TW = 58,00 Onginal Scale: 1/4' = 1'-0' <br />'-./ Or TW = 55,00 <br /> <br />o I 2 <br />~ <br />Original Scale: 1/4" = 1'-0' <br /> <br />TW = 57.00 1\ <br />\.J/IIf <br /> <br />15 Cont. (2 Total) <br /> <br />--- <br />@ l'-O"~ <br />/ <br /> <br />W \ ~,""'" Class D <br /> <br />. <br />a <br />I <br /> <br />4J <br /> <br />- <br />.("o,j <br /><c <br />I <br /> <br />~I <br /> <br />I <br /> <br />. <br />a <br />I <br /> <br />J ,\ -77/ <br />~U"'" F1a", <br /> <br />o <br /> <br />o <br /> <br />~ 2" Weep Hole <br />. ~ Locate l' -0" Above <br />o~ Finished Grade (Typ) <br /> <br />o <br /> <br />~ Weep Hole <br /> <br />~ <br /> <br />~. <br />I <br /> <br />. <br />a <br />I <br /> <br />- <br />- <br /> <br />1::, [lev=J9.27 <br />~ /S1a~2f16 I <br />4J <br /> <br />I <br /> <br />- <br /> <br /> <br /> <br />~ <br /> <br />- <br />- <br /> <br />~ <br /> <br />#5 xl' <br /> <br />49 <br /> <br />- <br />("o,j <br /> <br />I <br />l' -0" I <br />I <br /> <br />- <br />- <br /> <br />( <br />I <br />I <br /> <br />. <br /> <br />- <br />"'" <br /> <br />I <br />I <br />I <br /> <br />, <br />I <br />---~--- : <br />~ <br />10' -0" <br /> <br />I <br />~ <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />I- <br />L . <br />a <br />I <br />("o,j <br /> <br />~ <br /> <br />~ . <br /> <br />1\ ~ <br /> <br />\ [lev=39.50 At Sta 42+ 70"... <br />[lev=39.27' At Sta 42+ 16'-./ <br /> <br />Top <br />VIew <br /> <br />I <br />I <br />I <br />I <br />_ J___ 1\ _~_~ <br />JJ-J'-~ U,' 5'-~ " <br /> <br />1 ' -0" 1 ' -0" <br /> <br />Six Longitudinal 14 <br />Footing Bars, Project <br />1 ' -]" Min, Into Culvert <br />Floor. <br /> <br />- <br />- <br /> <br />4J <br /> <br />a t <br />I '? <br />. - <br />~ 1I")::f:= <br />~ 10 <br />I <br /> <br />I <br />~ <br /> <br />Cj=>~ <br />-j....., <br />r <br />. <br />a <br />I <br /> <br />I <br />~ <br />10' -0" <br /> <br />~ <br />I <br />II") . <br />_a <br />~I <br />, <c _ <br />I I <br />: ----f--- ~ <br />.1, 10'~" .1 ! <br /> <br />I <br />I <br />I <br /> <br />. <br /><c <br />I <br />~ <br /> <br />@ <br /> <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 /> <br />/ <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 /> <br />. <br /><c <br />I <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 <br /> <br />- <br />a <br />I <br /> <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 />