HomeMy WebLinkAboutC010.12_G5.1.SD1/4" / FT. SLOPETOOLED CONTROL JOINTR1"SEE PLANS4"6"6"1'-6"45°MONOLITHIC CURB AND WALK DETAILNO SCALE4" OF COMPACTEDAGGREGATE SIZE #53COMPACTED SUBGRADENOTES:1.CURB SHALL HAVE 1/2" EXPANSION JOINTS AT48'-0" MAX. AND AT ENDS OF RADII. CONTROLJOINTS AT 10'-0" MAX. UNLESS OTHERWISE NOTED.2.CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OFTOTAL THICKNESS OF SLAB.3.FIBER ADDITIVE: VIRGIN NYLON FIBERS. 3/4"LENGTH, NYCON BY NYCON, INC., OR FORTANYLON BY FORTA CORPORATION, ADDED AT THEBATCH PLANT AT 1 LB. PER CU. YD. OF CONCRETE.CURBPAVINGWALKTRANSVERSEJOINTSLONGITUDINALCONTROL JOINTTOP OFPAVEMENT6"6"6" CONCRETE CURB (STRAIGHT) DETAIL1" = 1'-0"1'-6"6"6"NOTES:1.PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.2.PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING ANDAT ENDS OF ALL RADII.4" COMPACTEDGRANULAR MATERIALCOMPACTEDSUBGRADER1"TOP OFPAVEMENTCONCRETE SIDEWALK(WHERE APPLICABLE)1/2" EXPANSION JOINT4" CONCRETE SIDEWALK DETAIL4" COMPACTEDGRANULAR MATERIALWIDTH VARIES (SEE PLAN SHEETS)COMPACTED SUBGRADE4"FINISHGRADECONCRETE SIDEWALK1" = 1'-0"NOTES:6x6, W2.9xW2.9, WWF (EPOXY COATED)1.CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLEDAFTER EACH FINISHING OPERATION.2.PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEENWALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.3.SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.4"4"3"1.5"12.5"COMPACTED AGGREGATE #53ASPHALT PAVEMENT DETAILCOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #2ADA ACCESSIBLE CURB RAMP TYPE "H"NO SCALEADA ACCESSIBLE CURB RAMP TYPE "G"NO SCALEEXPANSION JOINT DETAIL1" = 1'-0"D CONCRETE PAVEMENT1/2"SUBBASE1/2" PREFORMED EXPANSIONJOINT FILLER WITH SEALANTD 1/8" SAWEDOR TOOLEDCONTROL JOINTD/4NO SCALECONTROL JOINT DETAIL12"6"14"TOP OF ASPHALTPAVMENT6"6"COMPACTED SUBGRADECOMPACTED AGGREGATE #53#5 BAR CONT.1" = 1'-0"6" CONCRETE PAVEMENT DETAIL6x6, W2.9xW2.9, WWF (EPOXY COATED)NOTES:1.CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BEHAND-TOOLED AFTER EACH FINISHING OPERATION.2.PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK,BETWEEN WALKS AND BUILDINGS AND AT SUCH OTHER POINTS ASINDICATED ON THE DRAWINGS.3.SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.BIKE RACK DETAILNO SCALENOTE:INSTALLATION OF BIKE RACKS TO BE SEPARATECONSTRUCTION CONTRACT.6 3/4"
1'-0 3/4"6"6"4" COMPACTEDGRANULAR MATERIAL2'-0"COMPACTED SUBGRADE1" = 1'-0"NOTES:1.PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.2.PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING ANDAT ENDS OF ALL RADII.CONCRETE CURB AND GUTTER DETAILFINISHGRADER 1"R 2"SLOPER 1/4"TOP OFPAVEMENTG5.1SITE DETAILSCONSULTANTPROJECT NUMBER: 220114.00CARMEL CLAY SCHOOLSPROJECT ISSUE DATE: 12.15.2020DRAWN BY: HHWREV.NO.DESCRIPTIONDATETAC SUBMITTALWWW.FHAI.COMARCHITECT317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL HIGHSCHOOLPERFORMINGARTS ADDITIONANDRENOVATIONS520 E MAIN STREETCARMEL, IN 46032CARMEL TAC REVIEW01/13/2021A19700317No.