HomeMy WebLinkAboutC410 - Site Details - G4.1INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTADDENDUM #3TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G4.1SITE DETAILS1.5% 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 LCURB 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 JOINTD
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 HOLED
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 CAPNO 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 - EJ1" = 1'-0"CONCRETE STEPS - DETAIL Q1.0% SLOPETYP.R 1"(TYP.)ABRASIVE METALNOSINGS (TYP.)COMPACTEDSUBGRADE1/2" EXPANSIONJOINT1/2" DIA. X 1'-4" LONG @ 1'-6" o.c.EPOXY COATED DOWELS1/2" DIA. X 1'-4" LONG @ 1'-6" o.c.EPOXY COATED DOWELS4" OF #53 AGGREGATE1/2" EXPANSION JOINTCONCRETESIDEWALKNOTE:1.SEE ELECTRICAL & ARCHITECTURAL DWGSFOR HANDRAILS.#3 EPOXY COATEDNOSING BAR (TYP.)LIGHTED HANDRAIL - SEE ELECTRICAL PLANS ANDSPECIFICATIONS FOR ADDITIONAL INFORMATIONLIGHTED HANDRAIL - SEE ELECTRICALPLANS AND SPECIFICATIONS FORADDITIONAL INFORMATION4"CONCRETE SIDEWALK3/4" = 1'-0"ASPHALT PAVEMENT SECTIONPER CITY STANDARDS6'-6"±6"2'-0"EXISTING SIDEWALKMATCH EXIST. GRADEGUTTER LINENEENAH 2'X8' TACTILEWARNING PLATES(WHERE NOTED)8"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.10:1 MAX6"6"6'-0"5'-0"5'-0"10:11/4"5'-0"5'-0"10:112:1 (MAX.)
2'-0"5'-0"PROVIDE 1/2" DIA. EPOXY COATEDDOWELS AND 1/4" EXPANSIONJOINT WITH SEALANT ON ALLSIDES ADJACENT TO EXISTINGCONCRETE5'-0"PLANELEVATIONADA ACCESSIBLE CURB RAMP - TYPE "A" - DETAIL NNO SCALEPER PLANPER PLAN1G4.12 1/2" BRICK SIZE AND COLOR TOMATCH EXISTING BUILDING. TOBE APPROVED BY ARCHITECT4" OF #53 AGGREGATE4" CONCRETE1/2" EXPANSION JOINT WITHSEALANT - SEE DETAIL L THIS SHEETELEVATION OF CONCRETEVARIES SEE SHEET G2.1CAST STONE CAP w/ DRIPANCHORED IN APPROVED MANNER1/2" RADIUS1/2" RADIUS1/2"WASH4" PERFORATED HDPE PIPEFILTER FABRIC#8 AGGREGATE#5 BARS AT 12" o.c., EACH WAY#5 BENT BAR @ 12" o.c.(4) #5 BARS (CONTINUOUS)@ 10" o.c., TOP AND BOTTOM1" = 1'-0"SEATWALL TYPE 2 - DETAIL P1"5,000 PSI CONCRETE1"ELEVATION OF LANDSCAPEBED VARIES SEE SHEET G2.116 GA. PRE-BENT MASONRYWALL TIES @ 16" O.C. HORIZ,MECHANICALLY ANCHOREDNOTES:1.WRAP BRICK ON BOTH ENDS.WASHED RIVER ROCK2 1/2" BRICK SIZE AND COLOR TOMATCH EXISTING BUILDING, TOBE APPROVED BY ARCHITECT4" OF #53 AGGREGATE4" CONCRETE1/2" EXPANSION JOINT WITHSEALANT - SEE DETAIL L THIS SHEETELEVATION OF CONCRETEVARIES FROM 781.76 (WEST)TO 780.40 (EAST)CAST STONE CAP w/ DRIP EDGESANCHORED IN APPROVED MANNER1/2" RADIUS1/2" RADIUS1/2"
WASH
4" PERFORATED HDPE PIPEFILTER FABRIC#8 AGGREGATE#5 BARS AT 12" o.c., EACH WAY#5 BENT BAR @ 12" o.c.(4) #5 BARS (CONTINUOUS)@ 10" o.c., TOP AND BOTTOM1" = 1'-0"SEATWALL TYPE 1 - DETAIL O2"5,000 PSI CONCRETE1"16 GA. PRE-BENT MASONRYWALL TIES @ 16" O.C. HORIZ,MECHANICALLY ANCHOREDSHREDDED HARDWOOD MULCHELEV. = 783.35ELEV. = 782.85 (NORTH BED)WATERPROOFING, COLD FLUID APPLIEDPER DIVISION 7 SPECIFICATIONSDRIP EDGEDRIP EDGEROPE LIGHT, SEE ELECTRICAL PLANS ANDSPECIFICATIONS FOR ADDITIONAL INFORMATIONDRIP EDGEDRIP EDGETAC REVIEW12-15-202312 1/2" BRICK SIZE AND COLOR TOMATCH EXISTING BUILDING, TOBE APPROVED BY ARCHITECT4" OF #53 AGGREGATE4" CONCRETE1/2" EXPANSION JOINT WITHSEALANT - SEE DETAIL L THIS SHEETELEVATION OF CONCRETEVARIES FROM 781.76 (WEST)TO 780.40 (EAST)CAST STONE CAP w/ DRIP EDGESANCHORED IN APPROVED MANNER1/2" RADIUS1/2" RADIUS1/2"WASH4" PERFORATED HDPE PIPEFILTER FABRIC#8 AGGREGATE#5 BARS AT 12" o.c., EACH WAY#5 BENT BAR @ 12" o.c.(4) #5 BARS (CONTINUOUS)@ 10" o.c., TOP AND BOTTOM1" = 1'-0"PLANTER WALL SECTION- DETAIL R2"5,000 PSI CONCRETE1"16 GA. PRE-BENT MASONRYWALL TIES @ 16" O.C. HORIZ,MECHANICALLY ANCHOREDSHREDDED HARDWOOD MULCHELEV. = 782.85 (NORTH BED)WATERPROOFING, COLD FLUID APPLIEDPER DIVISION 7 SPECIFICATIONSDRIP EDGEDRIP EDGEROPE LIGHT, SEE ELECTRICAL PLANS ANDSPECIFICATIONS FOR ADDITIONAL INFORMATIONADDENDUM #23-4-20242ELEV. = 782.44±T/FTG ELEV. = 778.25T/FTG ELEV. = 775.00#5 BARS AT 12" o.c., EACH WAY14" DIA. DIP STORM PIPEINV. ELEV = 775.58 (AT SEATWALL)AND INV. ELEV. = 775.88 (AT WESTWALL)TAC COMMENT RESPONSE33-5-2024