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US 421 Drive Permit 2
TYPICAL SECTIONSta. 6+35.11 to Sta. 13+54.50 "PR-A1"Profile Grade℄ Rdwy. & Line "PR-A1"Subgrade Treatment, Type ICLine "A"8'-0"2'-0"2'-0"14U2% (Typ.)AF8'-0"1.5% (Typ.)4:132'-0" (Typ.)0'-0" at Sta. 6+35.11 to12'-0" from Sta. 6+92.17 toSta. 12+54.48 to0'-0" at Sta. 13+54.50 LEGEND AU26 - TYPICALFSidewalk:4" PCCP on4" Compacted Aggregate, No. 53, BaseFull Depth Concrete Pavement:QC/QA-PCCP, 13" withD-1 Contraction Joints at 18' Spacing onSubbase for PCCP:3" Coarse Aggregate, No. 8 on6" Compacted Aggregate, No. 53 onSubgrade Treatment, Type IC6 in. UnderdrainSodding, Nursery/Seed14Integral Concrete CurbCPCCP for Approaches, 9 in. onSubgrade Treatment, Type II26UNOT TO SCALEDETAIL AINTEGRAL CURB WITH UNDERDRAINHOLEY MOLEY SAYS CALLA14Subgrade Treatment, Type ICPipe, Type 4, Circular,D=6"2'-0" Typ.4"2'-0"26D+8"Subgrade Treatment, Type ICAggregate for UnderdrainsGeotextile for Underdrains0'-7"2'-0"2'-0"14UF8'-0"1.5% (Typ.)4:1260'-7"266'-0" at Sta. 6+35.11 to 0'-0" Sta. 6+63.410'-0" at Sta. 13+06.83 to 6'-0" Sta. 13+54.50See Detail ATYPICAL SECTION - CLASS III DRIVESta. 17+42.18, Lt. "PR-A1"2'-0"F8'-0"1.5% (Typ.)4:1260'-7"26Varies 0'-0" to 6'-0"1.5% (Typ.)1.5% (Typ.)2'-0"14F8'-0"1.5% (Typ.)4:1260'-7"26Varies 0'-0" to 6'-0"1.5% (Typ.)2626F14CC℄ Rdwy. and Crown of DriveExisting 2 - 12' Southbound LanesExist. 16' Two Way Left Turn Lane (TWLTL)Existing 2 - 12' Northbound LanesExisting 12' NB AuxiliaryRight Turn Lane3 - 12' Lanes12' Right/Through Lane12' Left Turn Lane12' Entry Lane2% (Typ.)2% (Typ.)Proposed Right Turn Lanefor Proposed DriveSURVEY BOOKVERTICAL SCALEHORIZONTAL SCALECONTRACTPROJECTofDESIGNATIONBRIDGE FILESHEETSDRAWN:CHECKED:DESIGN ENGINEERDATERECOMMENDEDFOR APPROVALDESIGNED:CHECKED:1" = 5'8365 Keystone Crossing, Suite 201, Indianapolis, IN. 46240 (317) 202-0864N/AAJGBGAJTRJTR2------18N/ATYPICAL SECTIONSZ:\2019\19009T - CITYSCAPE, US421-WESTON POINTE DR, CARMEL\DWG\19009T-TYP.DWG Created By: AJG Date Created: 03/19/2019 CITYSCAPERESIDENTIAL4/17/2019