HomeMy WebLinkAbout25_G4.1_Site Details1.5% SLOPETOOLED CONTROL JOINTR1"SEE PLANS4"6"6"1'-6"45°MONOLITHIC CURB AND WALK DETAILNO 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 SIDEWALK6" 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" COMPACTED #53 STONEWIDTH VARIES (SEE PLAN SHEETS)COMPACTED 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.4"4"3"1 1/2"
1'-0 1/2"COMPACTED AGGREGATE #53MEDIUM DUTY ASPHALT PAVEMENT DETAILCOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #212"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 PAVEMENT 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.D
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 DETAILEMBED DOWELIN EPOXYGROUTDOWEL CAP1/2" = 1'-0"1/2"1/2" PREFORMED EXPANSIONJOINT FILLER WITH SEALANTVERTICAL SURFACECONCRETE SIDEWALK ORPAVEMENT PER PLANPAVEMENT ISOLATION JOINT DETAIL -IJ6"6"2"1 1/2"
1'-5 1/2"COMPACTED AGGREGATE #53HEAVY DUTY H.A.C. PAVEMENT DETAILCOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #22"2' FROM CURB, BUILDING OR END OF SPACE6"EQ.6'-0"EQ.4" WIDE PAINTED PAVEMENT MARKING6"PARKING BUMPER DETAILNO SCALEBEVELEDEDGE (TYP.)3/4" DIA. HOLES FOR 1/2" DIA. x 18" PINSDRIVEN FLUSH WITH TOP. REINFORCEBUMPER WITH 2 - #3 BARS.NOTE:DIMENSIONS INDICATED AREMINIMUMS, MANUFACTURER'SSTANDARDS IN EXCESS AREACCEPTABLE.4" COMPACTEDGRANULAR MATERIALR1'-
6
"
10"8"
6"2'-0"3"1'-6"4 1/2"1" = 1'-0"NOTES:1.PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.2.PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING ANDAT ENDS OF ALL RADII.FINISHGRADETOP OFPAVEMENTROLL CURB & GUTTER DETAILCOMPACTED SUBGRADER1'-6"R1/2"D 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 DETAILSNO SCALED/2PROVIDE 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/2ASPHALT PAVEMENTTACK COATHMA SURFACE, TYPE A, 9.5 mmASPHALT SPEED CONTROL BUMP12'-0"NO SCALE3"8"6"NO SCALECONCRETE PAVEMENT DETAILCOMPACTED AGGREGATE BASE #53COMPACTED SUBGRADECONCRETE PAVEMENT (4,500 PSI)COARSE BROOM FINISH6x6, W2.9xW2.9, WWF (EPOXY COATED)D
EQ.EQ.EMBED 8"8"1" DIA. DRILLED HOLEEMBED DOWEL IN EPOXY GROUT1/2" PREFORMED EXPANSIONJOINT FILLER MATERIAL1/2" SMOOTH DOWELSx 1'- 4" LONG @ 2'-0" o.c.1/2" SEALANTEXISTING WALKNEW WALK1 1/2" = 1'-0"CONCRETE SIDEWALK CONSTRUCTION JOINT DETAIL -CJNO 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 DETAILCONTROL 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 - EJG4.1SITE DETAILSCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220014.00CARMEL HIGHSCHOOLNATATORIUMADDITION ANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.17.2021CONSTRUCTION DOCUMENTSDRAWN BY: HHW317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTATAC SUBMITTAL11/17/202119700317No.PROJECT MANAGER: PMR