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B A C A C B TYPE E PLAN

00 300 1 CURB & CURB AND gutter 6/28/20129:37:51 AMREVISIO NC:\d\projects\standards\roadway\00300-s \ DESCRIPTION:REVISIONLAST 2013 FDOT DESIGN STANDARDS gutter ConstructionFuture Curb And" Exp. Joint2120 R Or As Shown On Plans**" R43**Fit DrivewaySlope ToStandard Shoulder LineRoadway PavementCirculatingSpecified In The PlansTruck Apron Surface2""R811 Adjacent PavementSame Slope AsJoint SealConcrete PavementPreformed Joint Filler" Exp. Joint And21" R43 Joint Seal" R43 Conc. Joint Filler" Exp. Joint And21 Joint SealConc. Joint Filler" Exp. Joint And21 TYPE BTYPE DTYPE ATYPE ETYPE FDROP CURBSHOULDER GUTTERSECTION CCSECTION BBSECTION AAPLANTYPE RAVALLEY GUTTERCONCRETE CURBCONCRETE CURB AND GUTTERROUNDABOUT CENTRAL ISLAND CONSTRUCTIONTRAFFIC BEARING SECTION FOR USE IN AABBCCCurb And GutterValley Gutter1 -10"1 -2"1 -10"1 -2"" R43" R43"4163 -0""2176" Min.

00 300 1 CURB & CURB AND GUTTER 6 / 2 8 / 2 0 1 2 9:3 7:5 1 A M R E V I S I O N C:\ d \ p r o j e c t s \ s t a n d a r d s \ r o a d w a y \ 0 0 3 0 0-s \ 0 0 3 0 0-0 1.d …

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Transcription of B A C A C B TYPE E PLAN

1 00 300 1 CURB & CURB AND gutter 6/28/20129:37:51 AMREVISIO NC:\d\projects\standards\roadway\00300-s \ DESCRIPTION:REVISIONLAST 2013 FDOT DESIGN STANDARDS gutter ConstructionFuture Curb And" Exp. Joint2120 R Or As Shown On Plans**" R43**Fit DrivewaySlope ToStandard Shoulder LineRoadway PavementCirculatingSpecified In The PlansTruck Apron Surface2""R811 Adjacent PavementSame Slope AsJoint SealConcrete PavementPreformed Joint Filler" Exp. Joint And21" R43 Joint Seal" R43 Conc. Joint Filler" Exp. Joint And21 Joint SealConc. Joint Filler" Exp. Joint And21 TYPE BTYPE DTYPE ATYPE ETYPE FDROP CURBSHOULDER GUTTERSECTION CCSECTION BBSECTION AAPLANTYPE RAVALLEY GUTTERCONCRETE CURBCONCRETE CURB AND GUTTERROUNDABOUT CENTRAL ISLAND CONSTRUCTIONTRAFFIC BEARING SECTION FOR USE IN AABBCCCurb And GutterValley Gutter1 -10"1 -2"1 -10"1 -2"" R43" R43"4163 -0""2176" Min.

2 *" " Min.*" " R43"416"2175 -0"8"6"1 -0"2" R3" R6"1 -6"1 -10"1 -2"1 -0"6"2" R6"1 -10"1 -2"3" R8"3 -6""416" R436" Min.*" " Min.*" -6"9"11"" R431" R433"5"" R432 -3"6"1 -6"3" R2" R6"1 -0"6"8"2 -0"" R43"416" R432 -0"10"1 -2"1 6"2 3"4"" R437"" R437"3 -6"9"" R433"1 -0"" R43" R439"2 -3"" R436"2"R18"6"8"5"3"" R43" R43118"9"16"9"7"" R43" R43111"" R43" R433"5"6"flexible pavement, see diagram details depicting usage adjacent to required between curbs and concrete pavement only, see Sheet Expansion joint, preformed joint filler and joint seal are For use adjacent to concrete or flexible pavement, concrete Note:" R436" Min.*" " Min.*" : To be paid for as parent BermShoulder Pavementpavement only, see Sheet filler and joint seal are required between curb & gutter and concrete usage adjacent to flexible pavement, see Sheet 2. Expansion joint, preformed For use adjacent to concrete or flexible pavement.

3 For details depicting circulating roadway entire section so that gutter cross slope matches slope of adjacent shall be 6", unless otherwise shown on the cross slope of the adjacent pavement. The thickness of the lip When used on high side of roadways, the cross slope of the gutter shall * 00 300 2 CURB & CURB AND gutter 6/28/20129:37:53 AMREVISIO NC:\d\projects\standards\roadway\00300-s \ DESCRIPTION:REVISIONLAST 2013 FDOT DESIGN STANDARDS End Of CurbEdge Of Of Of CurbGutterGutterTop Of CurbEnd Of CurbEdge Of Of Of CurbGutterTop Of CurbGutter" Of Sawcut0" Min." " Min." Of SawcutDepth Of Sawcut0" " " " Max.

4 " Of Sawcut" Of Sawcut" Of Sawcut5" " Min.,3" " Min.,RubbedCast OrR=2"Pitch Optional" Holes43" Or 85(Two Per Guard)#4 Bars, 18" Long Curb Or Curb & High Side To Be Flush With Lip Of" Above Lip Of gutter . Surface41Be Surface On Low Side Of Pavement toSlope VariesFlexible Pavt. Joint Sea Preformed Joint Fille" Exp. Joint And21 PavementConcreteGutterConcretePLANPLANPL ANPLANPROFILEFLARED ENDPROFILESTRAIGHT ENDCURB TYPE APROFILEPROFILEFLARED ENDSTRAIGHT ENDCURB AND gutter TYPES E & FSHOULDER GUTTERTYPE ETYPE FTYPE ATYPE BTYPE DGENERAL NOTES CURB AND gutter ENDINGS ADJACENT TO FLEXIBLE PAVEMENTCURB AND gutter AND TYPE A CURB CONTRACTION JOINT IN CURBCONCRETE BUMPER GUARDASPHALTIC CONCRETE CURBCONTRACTION JOINT IN CURB AND GUTTERAND CONCRETE PAVEMENTEXPANSION JOINT BETWEEN GUTTERS awcuts should be avoided within valley gutter and within curb and gutter 20 6 3 Varies" R43" R43"2115" Min.

5 ,6" " " Min.,3" " Min.,12"( )6 -0"2"5"2"5"9"Applies to shoulder gutter only where adjoining traffic to both high and low sides of pavement, low side shown. Applies to both high and low sides of pavement, low side s2 20 R1 Ends of Curbs Types B and D shall transition from full to zero heights in 3 . located in accordance with Section 520 of the Standard exceed 10 centers. Curb, gutter and curb & gutter expansion joints shall and flat curves are to match the pavement joints, with intermediate joints not centers (max.). Contraction joints adjacent to concrete pavement on tangents " contraction joints at 10 41" - 81 For curb, gutter and curb & gutter provide 1.


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