HomeMy WebLinkAboutC510.0_2020-266_P_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"STRAIGHT CURB 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 JOINTCONCRETE SIDEWALK DETAIL4" COMPACTEDGRANULAR MATERIALWIDTH VARIES (SEE PLAN SHEETS)COMPACTED SUBGRADE4"FINISHGRADECONCRETE SIDEWALK1" = 1'-0" AFTER EACH FINISHING OPERATION.1. CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLED AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.2. PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEEN WALKS3. SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.NOTES:6x6, W2.9xW2.9, WWF (EPOXY COATED)4"4"3"1"12"COMPACTED AGGREGATE #53MEDIUM DUTY H.A.C. 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 SCALEADA ACCESSIBLE CONCRETE RAMP WITH HANDRAILSNO SCALERAMP SECTIONNOTES:1.POUR CURB AND RAMP MONOLITHICALLY.2.PROVIDE 1/2" EXPANSION JOINT MATERIAL AND SEALANTWHERE RAMP INTERFACES WITH NEW SIDEWALK.COMPACTED SUBGRADE(95% MODIFIED PROCTOR)COMPACTEDAGGREGATE BASE #53(95% MODIFIED PROTOR)12"FINISHGRADE16"5'-0"6"
36"1 1/2" DIA. ALUMINUM PIPE RAILING4"5"CONCRETE RAMP (4500 PSI)6x6, W2.9xW2.9, WWF (EPOXY COATED)1/2" CHAMFER(TYPICAL)4"8"12"11114"4"4"
6"3"4"GROUT IN PLACEAND PROVIDESEALANT AT TOP26"6'-0" MAX.1 1/2" DIA.ALUMINUM PIPE3/4" DIA.ALUMINUM PICKET36"
4"1 1/2" DIA.ALUMINUM PIPE4 1/2"TYP.TOP OF CURBRAMP HANDRAIL6"
26"6"NOTES:1.PIPE RAILING COLOR SHALL BE CLEAR ANODIZED ALUMINUM (PER SELECTIONOF ARCHITECT)2.RAILS AND POSTS SHALL BE FORMED FROM 6063-T6 EXTRUDED ALUMINUMALLOYS, PICKETS SHALL BE 6063-T5 ALUMINUM.RAMP ELEVATION12"4"TOP OF CURB30'-0" CONCRETE RAMP (SLOPE @ 8.33% MAX.)5'-0" LANDINGCONCRETE RAMP2.0% MAX. SLOPETOP OF SIDEWALKELEV. = 810.35(REFER TOGRADING PLAN)BOTTOM OF CONCRETE RAMPELEV. = 810.45(REFER TO GRADING PLAN)6"12"6'-0" MAX. (TYPICAL)#4 EPOXY COATED BARSx 1'-4" LONG @ 12" O.C.TOP OF CURB5'-0" LANDING6"12"12"2.0% MAX. SLOPETOP OF CONCRETE RAMPELEV. = 812.95(REFER TO GRADING PLAN)TOP OF SIDEWALKELEV. = 812.98(REFER TO GRADING PLAN)#4 EPOXY COATED BARSx 1'-4" LONG @ 12" O.C.1 1/2" DIA.ALUMINUM PIPE3/4" DIA.ALUMINUM PICKETBIKE RACK DETAILNO SCALENOTE:INSTALLATION OF BIKE RACKS TO BE SEPARATECONSTRUCTION CONTRACT.EXPANSION JOINT DETAIL1" = 1'-0"D CONCRETE PAVEMENT1/2"SUBBASE1/2" PREFORMED EXPANSIONJOINT FILLER WITH SEALANTD 1/8" SAWEDOR TOOLEDCONTROL JOINTD/4NO SCALECONTROL JOINT DETAILCONSULTANTPROJECT NUMBER: TLF-2020-266CARMEL CLAY SCHOOLSPROJECT ISSUE DATE: 10.14.2020DRAWN BY: HHWREV.NO.DESCRIPTIONDATETAC10/14/2020ACONSTRUCTION DOCUMENTSWWW.FHAI.COMARCHITECT317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL HIGHSCHOOL520 E MAIN STREETCARMEL, IN 46032PARKING LOTADDITION19700317No.RESPONSE TO TAC COMMENTS11/25/2020BG5.1SITE DETAILS