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HomeMy WebLinkAboutC410 - Site Details - G4.1G4.1SITE DETAILSCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.1.5% SLOPETOOLED CONTROL JOINTR1"SEE PLANS4"6"6"1'-6"45°MONOLITHIC CURB AND WALK - DETAIL BNO SCALE4" OF COMPACTED #53 STONECOMPACTED SUBGRADENOTES:1.CURB SHALL HAVE 1/2" EXPANSION JOINTS AT48'-0" MAX. AND AT ENDS OF RADII. CONTROLJOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTEDON PLANS.2.CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OFTOTAL THICKNESS OF SLAB.CURBPAVINGWALKTRANSVERSEJOINTSLONGITUDINALCONTROL JOINTTOP OFPAVEMENT6"6"6x6, W2.9xW2.9, WWF (EPOXY COATED)4500 psi CONCRETE SIDEWALK4" CONCRETE SIDEWALK - DETAIL A4" COMPACTED #53 STONECOMPACTED SUBGRADE4"FINISHGRADE4500 psi CONCRETE 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.1/2" = 1'-0"1/2"1/2" PREFORMED EXPANSIONJOINT FILLER WITH SEALANTVERTICAL SURFACECONCRETE SIDEWALK ORPAVEMENT PER PLANPAVEMENT ISOLATION JOINT - DETAIL LNO SCALED/4 1/8" SAWEDCONTROL JOINTD CONSTRUCT CONTROLJOINTS AS SHOWN ON PLAN(MAX. SPACING @ 6'-0" o.c.)NOTE:1/4" RADIUSCONCRETE SIDEWALK CONTROL JOINT - DETAIL CCONTROL JOINT - SJD 1'-0"1'-0"1" DIA. DRILLED HOLEEMBED DOWEL IN EPOXY GROUT1/2" PREFORMED EXPANSIONJOINT FILLER MATERIAL1/2" SMOOTH DOWELSx 2'- 0" LONG @ 1'-6" o.c.1/2" SEALANTD/2D/2EXPANSION JOINT - EJCURB JOINT - DETAIL J6" CONCRETE CURB (STRAIGHT) - DETAIL H1" = 1'-0"NOTES:1.PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.2.PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING ANDAT ENDS OF ALL RADII.4" COMPACTEDGRANULAR MATERIALCOMPACTEDSUBGRADETOP OFPAVEMENTCONCRETE SIDEWALK(WHERE APPLICABLE)1/2" EXPANSION JOINTCONCRETE COLLAR - DETAIL ND D/4 1/8" SAWED CONTROL JOINTGREASE & DOWEL CAP WITH BAR STOP@ BOTH ENDS1/2" SEALANT1/2" EXP. JT. FILLERNOTE:EXPANSION JOINT - "EJ"CONTROL JOINT - "CJ"CONCRETE PAVEMENT JOINT - DETAIL ENO SCALED/2 PROVIDE 1" DIA. x 1'-6"LONG EPOXY-COATEDDOWEL @ 12" o.c.1.CONSTRUCT EXPANSION JOINTS @ 40' MAX. AND CONTROLJOINTS @ 10' MAX. UNLESS OTHERWISE NOTED.2.JOINT SEALANT SHALL BE FUEL RESISTANT, TRAFFIC GRADE,POLYSULFIDE, THIOKOL 2282 OR EQUAL SEALANT PER FEDERALSPECIFICATION SS-S-200E24" x 1" DIA. SMOOTH EPOXY COATED BAR @ 18" C.C.D/2D/2 8"6"NO SCALE8" CONCRETE PAVEMENT - DETAIL DCOMPACTED AGGREGATE BASE #53COMPACTED SUBGRADECONCRETE PAVEMENT (4,500 PSI)COARSE BROOM FINISH6x6, W2.9xW2.9, WWF (EPOXY COATED)1" = 1'-0"CONCRETE EQUIPMENT PAD - DETAIL M#4 AT 12"EACH WAY6" COMPACTEDGRANULAR MATERIALCOMPACTED SUBGRADE6"6"1'-6" 6"FINISH GRADE3" CLR.2" CLR.112" CLR.#4 (CONT).PROVIDE (3) #4CORNER BARS (TYP).18"18"TOP OF ASPHALTPAVMENTCONCRETE SIDEWALK/PAVEMENT PERDETAIL THIS SHEETCOMPACTED SUBGRADECOMPACTED AGGREGATE #53#5 BAR CONT.1" = 1'-0"CONCRETE / ASPHALTPAVEMENT INTERFACE - DETAIL GCONCRETE CONNECTION - DETAIL F1" = 1'-0"EMBED DOWEL IN EPOXY GRUT#5 DOWEL AT 18" o.c.1/2" PREFORMED EXPANSIONJOINT AND SEALANT1" DIA. DRILLED HOLEBOLLARD - DETAIL QEXISTING PAVEMENTNEW PAVEMENT1"PAVEMENT INTERFACE - DETAIL P1" = 1'-0"NEW PAVEMENTMILLED SURFACESEE PAVEMENTDETAIL THIS SHEETEXISTING PAVEMENTSAWCUTTACK COAT1"SAWCUTTACK COATSEE PAVEMENTDETAIL THIS SHEET1 1/2"COMPACTED AGGREGATE #53MEDIUM DUTY ASPHALT PAVEMENT - DETAIL OCOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #2D EQ.EQ.1" = 1'-0"EMBED 8"8"1" DIA. DRILLED HOLE1/2" PREFORMED EXPANSIONJOINT FILLER MATERIAL WITH1/2" SILICONE SEALANT1/2" DIA. SMOOTH DOWELSx 1'- 4" LONG AT 4" FROMTOP OF CURB1/2" SEALANTEXISTING CURBNEW CURBCONCRETE CURB CONNECTION - DETAIL KEMBED DOWELIN EPOXYGROUTDOWEL CAP1TAC REVIEW9-19-20232ADDENDUM 210-04-20233/4" = 1'-0"ASPHALT PAVEMENT SECTIONPER CITY STANDARDS6'-6"±6"2'-0"EXISTING SIDEWALKMATCH EXIST. GRADEGUTTER LINEBRICK PAVER TACTILEWARNING PER CITY OFCARMEL STANDARDS8"6" #53 STONE(95% COMPACTION)5" CONCRETE (4,500 PSI)#4 DOWELS @12" O.C. (1'-4" LONG)8.33% MAX. SLOPE1/2" EXPANSION JOINT MATERIALSIDEWALK RAMP - SECTION 1MAX.6"6"6'-0"1/4"12:1 (MAX.)2'-0"PROVIDE 1/2" DIA. EPOXY COATEDDOWELS AND 1/4" EXPANSIONJOINT WITH SEALANT ON ALLSIDES ADJACENT TO EXISTINGCONCRETEPLANELEVATIONADA ACCESSIBLE CURB RAMP - TYPE "A" - DETAIL RNO SCALEPER PLANPER PLAN1G4.13TAC COMMENT RESPONSE11-16-20234PR-011-5-2024BRICK PAVER TACTILEWARNING PER CITY OFCARMEL STANDARDSADA RAMP - TYPE B - DETAIL SNONE5BRICK PAVER TACTILEWARNING PER CITY OFCARMEL STANDARDS2-1-2024PR-05, TAC RESPONSE