onplans. Thethicknessofthelipshallbe6",unlessotherwiseshown guttershallmatchthecrossslopeofadjacentpavement. *Whenusedonhighsideofroadways,thecrossslope 1'-2" Preformed JointFiller 2 1 1'-0" 1'-0" Exp. JointAnd 4 3 1'-10" Gutter Construction Future CurbAnd Expansionjoint,preformedjointfillerandsealarerequiredbetweencurb&gutterconcretepavementonly,seediagramright. Note: Foruseadjacenttoconcreteorflexiblepavement.detailsdepictingusagepavement,seediagramright. flexible pavement,seediagramright. For detailsdepictingusageadjacentto 6" 6" R
11" adjacent circulatingroadwaypavement. Rotate entiresectionsothatguttercrossslopematchesof
2"R 2"R 6" 1 6" 8" 8" 7 2 jointfillerandsealarerequired betweencurbsandconcretepavementonly,seediagramright. Note: Foruseadjacenttoconcrete or flexiblepavement,concreteshown.Expansionjoint,preformed 1 R
3 9" 4
TYPE A
16" 3"R 3"R 4
3
3 VALLEY GUTTER R 1'-6" 3 4 4 R 1'-10" A A 7" R SECTION CC 1'-10" SECTION AA
3'-6"
4 SECTION BB
3 R 1 3'-0" Joint Seal
Adjacent Pavement 7 2 Same SlopeAs PLAN Valley Gutter 5'-0"
Concrete Pavement 3" 1
6 4 1
6 4
6" 5" B
1'-2" 1'-10" B C 1'-2"
C 3 4 * 3 *
CONCRETE CURBANDGUTTER R 4 R 20' ROrAsShownOnPlans Exp.Joint Curb AndGutter CONCRETE CURB 4 2 3
1 1 6 4 R 18" 1'-2" 7 Std. 6" Min.* 7 Std. 6" Min.* 2 1 R 1 3 2 3 9" 1
4 * 4 R TYPE B
Specified InThePlans Truck ApronSurface
4
3 R Joint Seal Preformed JointFiller 2 1 7 Std. 3" 6" Min.* Exp. JointAnd Earth Berm 2 1
Conc. Pavt. 5" 4 Fit Driveway Slope To 7" 1'-0" 3 R
6" 6" 11"
4
ROUNDABOUT CENTRALISLANDCONSTRUCTION 3 R TRAFFIC BEARINGSECTIONFORUSEIN Note: Tobepaidforasparentcurb. 1'-0" 1' 2"R 6"
8" 1 R SHOULDER GUTTER
3 9" 4 18"
TYPE F
4 TYPE E
3
R 9"
2'-0"
4 3"R 3
2'-3" 6"
3 4 DROP CURB R 10" 2"R 6" R 8" 4" 3" TYPE D 1'-6" 3'-6" TYPE RA 1 8 1'-6" 1 2'-3" 3 1
4 2'-0" 6 4 3" R R 3 Standard ShoulderLine 4
*
4 R 3 R 3 5" 1'-2" 6" Joint Seal Preformed JointFiller 2"
2 4 1
2' R * Exp. JointAnd 3" 3 3 4 4 R R * Conc. Pavt.
3 7 Std. 4 6" Min.* 2
R 1 7 Std. 6" Min.* Roadway Pavement Circulating 2 9" 1 Shoulder Pavement 7 Std. 7" 6" Min.* 2 1 3" Max. 2" Min., Top OfCurb 0" Min. 3 Max. 2 1 Edge OfPavt. 5" Max. 4" Min., TYPE A Gutter 9" Max. 8" Min., Sawcuts shouldbeavoidedwithinvalleygutterandcurbendings. CONTRACTION JOINTINCURBANDGUTTER FLARED END ASPHALTIC CONCRETECURB 5.5' PROFILE Depth OfSawcut 8 TYPE E 5
PLAN
Or 8.5' CONTRACTION JOINTINCURB 20' R 20' 4 4 Depth OfSawcut 1 3 Cast OrRubbed CONCRETE BUMPERGUARD 5" Min., 3 Min. R=2" 2 Pitch Optional 1 6" Max. Holes Trans. 3'
5" 2" CURB TYPEA SHOULDER GUTTER 12"(`) End OfCurb TYPE B 5" 9" 0" Min. 5" Max. 2'` Depth OfSawcut 2 Min. Edge OfPavt. 2 Top OfCurb 1 2" Gutter 0" Min. 3 Max. 2 1 Depth OfSawcut 3 Min. STRAIGHT END 2 CURBANDGUTTERENDINGS 1 CURB &CURB ANDGUTTER #4 Bars,18"Long (Two PerGuard) PROFILE PLAN 6'-0" TYPE F Trans. TYPE D 2006 FDOTDesign Standards 3' 1. Forcurb,gutterandcurb&provide-contractionjointsat10'centers(max.). 2. EndsofCurbsTypesBandDshalltransitionfromfulltozeroheights in3'. 520ofthestandardspecifications. gutterandcurb&expansionjointsshallbelocatedinaccordance withSection matchthepavementjoints,withintermediatejointsnottoexceed10' centers.Curb, Contractionjointsadjacenttoconcretepavementontangentsandflat curvesareto Depth OfSawcut 3 Min. 2 1 3" Max. 2" Min., Top OfCurb Depth OfSawcut 0" Min. 5" Max. Edge OfPavt. Gutter ADJACENTTOFLEXIBLEPAVEMENT CURB ANDGUTTERTYPEA ANDCONCRETEPAVEMENT EXPANSION JOINTBETWEENGUTTER Applies tobothhighandlowsidesofpavement,sideshown. Applies toshouldergutteronlywhereadjoiningtrafficlanes. Applies tobothhighandlowsidesofpavement,sideshown. FLARED END
PROFILE CURB ANDGUTTERTYPESE&F 3' Varies R 20' PLAN GENERAL NOTES 6' Trans. Gutter Concrete 3' 1 2 1
3 End OfCurb 8 1
4 1'` R Be AboveLipOfGutter.Surface Surface OnLowSideOfPavementto Curb Or&Gutter. On HighSideToBeFlushWithLipOf 4 1 Top OfCurb
Edge OfPavt. 4 1 4
Gutter Flexible Pavt.
3 Slope Varies R Preformed JointFiller 2 1 Joint Seal Exp. JointAnd Pavement Concrete STRAIGHT END PROFILE PLAN Revision Last 00 Trans. 3' 300 Index No. Sheet No. 1 of