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HomeMy WebLinkAbout26_G4.2_Site Details5'-0"1'-6"3'-6"4"3"9 1/2"3"1'-3"1/2"5'-0"4"NEW CONCRETESIDEWALKGALVANIZEDTS 6"x6"x1/4"1/4" CAP PLATEMATCH TUBESTEEL PROFILEASPHALTACCESS DRIVECONCRETE CURBHARDWOODMULCH BED WITHGROUNDCOVER18" DIA. CONCRETE PIER9 1/2"9 1/2"6"15'-0"4'-0" (MAX.)3"4 1/2"STAINLESS STEEL END CAP POST(31" HEIGHT MOUNTED TOCONCRETE AT BOTTOM) WITH A1/2" DIA. x 6" LONG STAINLESSSTEEL ANCHOR ROD, WASHERAND NUT.FACE OF CURBPLAN VIEWP 1/4"x4"x10" (GALV.)C3"x1 1/2"x3/16x10" LONGCONTINUOUS TUBETS 3"x4"x1/4" (GALV.)LGUARDRAIL (TYPE 1) ALONG NORTH ACCESS ROAD3/4" = 1'-0"AG4.2SECTION AGALVANIZEDTS 6"x6"x1/4"C3"x1 1/2"x3/16"x10"LONG (GALV.)CONTINUOUS TUBETS 3"x4"x1/4" (GALV.)RELOCATED GATE POST3/4" = 1'-0"1'-6"±SIDEWALK ATNORTHEAST GATECONDITIONCONCRETECURB1'-6"HARDWOODMULCH BEDRELOCATEDGATE REPAINT)ADJUSTPER GATELENGTHS3"2'-9"4"24" DIA., 3,000 psi CONCRETEPIER WITH (6) #5 VERTICALBARS SPACED EVENLYRELOCATED 8"DIA. STEEL GATEPOST (REPAINT)#3 TIES @ 3" o.c.3'-0"#3 TIES @ 12" o.c.EXISTINGHINGES6"1.0% SLOPE1" = 1'-0"CONCRETE STEPS AT CANOPY10"TYP.1'-0"TYP.R 1"(TYP.)10"5 1/2"2'-8" (CANOPY BRICK PIER - BEYOND)SEE STRUCTURAL DRAWINGSCOMPACTEDSUBGRADE1/2" EXPANSION JOINTCONCRETE SIDEWALK1'-0"#3 EPOXY COATEDNOSING BAR (TYP.)1/2" EXPANSIONJOINT7'-3" ±9'-0"EL. = 834.35'EL. = 833.45'TYP.EL. = 833.34'6"1.0% SLOPE10"TYP.1'-0"TYP.R 1"(TYP.)10"5 1/2"2'-8" (CANOPY BRICK PIER - BEYOND)SEE STRUCTURAL DRAWINGSABRASIVE METALNOSINGS (TYP.)TYP.EL. = 832.44'2"TYP.2"TYP.1/2" DIA. X 1'-4" LONG@ 1'-6" o.c.EPOXY COATED DOWELSEL. = 832.89'EL. = 833.90'(SEE STRUCTURAL)4"1/2" DIA. X 1'-4" LONG @ 1'-6" o.c.EPOXY COATED DOWELS4' OF #53 AGGREGATECOMPACTEDSUBGRADE1'-0"1/2" EXPANSIONJOINT1/2" DIA. X 1'-4" LONG@ 1'-6" o.c.EPOXY COATED DOWELS4"1/2" DIA. X 1'-4" LONG @ 1'-6" o.c.EPOXY COATED DOWELS4' OF #53 AGGREGATE1/2" EXPANSIONJOINTCONCRETESIDEWALKNOTE:SEE ARCHITECTURAL DETAILS 3AND 4 ON SHEET A10.09 FORHANDRAILS.3/4" = 1'-0"PLANTER WALL SECTIONS AT CANOPY PIER1 1/2"2 1/2" CONCRETE RETAININGWALL WITH FORM LINERREFER TO ARCHITECTURALSPECIFICATIONS4" OF #53 AGGREGATE4" CONCRETE1/2" EXPANSION JOINTWITH SEALANT2'-0"ELEVATION OF CONCRETEVARIES SEE SHEET G2.23'-0" FROM 1'-9" (AT SOUTH) TO 4'-1" (AT NORTH)3'-4"1'-0"CAST STONE CAP w/ DRIPANCHORED IN APPROVED MANNER1/2" RADIUSPLANTING SOIL MIX AS SPECIFIED1'-6"1/2" RADIUS1/2" WASH PROVIDE WATERPROOF MEMBRANE4" 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'-6"1'-7"2'-11"(SEE STRUCT.)(SEE STRUCT.)EAST FACE OF WESTCANOPY PIERSWEST FACE OF EASTCANOPY PIERS3/4" = 1'-0"PLANTER WALL SECTIONS1 1/2"2 1/2" CONCRETE RETAININGWALL WITH FORM LINERREFER TO ARCHITECTURALSPECIFICATIONS4" OF #53 AGGREGATE4" CONCRETE1/2" EXPANSION JOINTWITH SEALANT2'-0"ELEVATION OF CONCRETEVARIES SEE SHEET G2.23'-0" FROM 1'-9" (AT SOUTH) TO 4'-1" (AT NORTH)3'-4"1'-0"CAST STONE CAP w/ DRIPANCHORED IN APPROVED MANNER1/2" RADIUSPLANTING SOIL MIXAS SPECIFIED1/2" RADIUS1/2" WASH PROVIDE WATERPROOF MEMBRANE4" 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 BOTTOMPROVIDE FLEXIBLE FLASHINGBELOW CAST STONE CAPNOTE:PROVIDE 1/2" EXPANSIONJOINT AND SEALANT BETWEENTHE PLANTER WALLS ANDCANOPY PIERS.PROVIDE FLEXIBLE FLASHINGBELOW CAST STONE CAP2'-7" ± 1"W 6 x 9 STEEL FINISH GRADEW6 X 9 X 1'-2 1/4" (LONG)STEEL GALVANIZEDGALVANIZED POSTHIGHWAY GUARDRAIL TYPE 2NO SCALESEE BASEPLATE DETAIL1 1/2" 1'-0" 1 1/2"4 1/2"4 1/2"1 1/2"1 1/2"9"1" DIA. (TYP.)7/8" STEEL PLATE, A36(GALVANIZED)3/16"1'-0"4" (MIN.)OUTER STRUCTURE EDGENOTES:1.MOUNTED POSTS SHALL BE SPACED IN ACCORDANCE WITHSTANDARD MGS W-BEAM POST SPACING, PER INDOTSTANDARD DRAWING E-601-MGSA-05.2.THE ANCHOR BOLT SHALL BE 7/8" DIA. ROD, CUT OFF TO 8 1/2"LENGTH WITH WASHER AND NUT, GALVANIZED. THE MINIMUMEMBEDMENT SHALL BE 6". THE ANCHOR BOLT SHALL BEINSTALLED USING HILTI RE500 EPOXY ANCHORING SYSTEM.3.THE CENTER OF THE ANCHOR BOLT SHALL BE INSTALLED AMINIMUM OF 4" FRO THE OUTER STRUCTURE EDGE.1'-6"FOUR 7/8" X 8 1/2" LONGGALVANIZED ANCHOR BOLTSSEE STRUCTURAL SHEETSS1.03 FOR RETAINING WALLINFORMATIONBASE PLATE DETAIL6"GALVANIZEDGUARD RAIL BEAMPER INDOT SPECIFICATIONSHANDRAIL PER ARCHITECTURALPLANS AND SPECIFICATIONSG4.2SITE 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