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C430 - Site Details - G4.3
SEEDETAILSTHISSHEETSEEDETAIL ATHISSHEETSEEDETAIL ATHISSHEET1" = 1'-0"K100 ACO TRENCH DRAIN - DETAIL BNONE9"6"BLEACHER OVERHANG1/4"1.5% SLOPE1'-0"8"1'-0"2.0%S100K ACO DRAINLONGITUDINAL IRON GRATE(ADA COMPLIANT)T/RIM EL. = 806.30'#5 BAR x CONT.(TYP.)#5 BAR @ 12" o.c.(TYP.)1/2" EXPANSIONJOINT MATERIALWITH SEALANT (TYP.)PROTECT EXISTINGTRACK SURFACEAND SUBGRADE5" 1"3'-9"5'-0"EDGE OF TRACKSURFACES100K ACO TRENCH DRAIN ALONG TRACKHOME GRAND STAND - DETAIL D1" = 1'-0"BLEACHER OVERHANG1'-0"1'-0"1/2" EXPANSIONJOINT MATERIALWITH SEALANT (TYP.)PROTECT EXISTINGTRACK SURFACEAND SUBGRADE5'-0"EDGE OF TRACKSURFACEADA PLATFORM CONCRETE SUPPORT AND DRAINHOME GRAND STAND - DETAIL E6"2'-0"6"1'-0"5"ADS DURASLOTSLOTTED DRAIN PIPE(6") LIGHT DUTYINSTALLATION6"COMPACTED #53STONE9"#8 WASHEDAGGREGATE1" = 1'-0"BLEACHER OVERHANG1'-0"1'-0"1/2" EXPANSIONJOINT MATERIALWITH SEALANT (TYP.)PROTECT EXISTINGTRACK SURFACEAND SUBGRADE5'-0"EDGE OF TRACKSURFACESTORM SEWER STRUCTURE MODIFICATION IN SIDEWALKHOME GRAND STAND - DETAIL F6"2'-0"6"1'-0"ADS DURASLOTSLOTTED DRAIN PIPE(6") LIGHT DUTYINSTALLATION6"COMPACTED #53STONE9"#8 WASHEDAGGREGATE1" = 1'-0"9"6"FACE OF BUILDINGAT DOORS1/4"1.5% SLOPE1'-0"8"2.0%#5 BAR x CONT.(TYP.)#5 BAR @ 12" o.c.(TYP.)1/2" EXPANSIONJOINT MATERIALWITH SEALANT (TYP.)PROTECT EXISTINGTRACK SURFACEAND SUBGRADE5"1"3'-9"5'-0"EDGE OF TRACKSURFACESIDEWALK AT GRAND STAND DOORS TO FIELD -DETAIL H1" = 1'-0"BLEACHER OVERHANG1'-0"1'-0"1/2" EXPANSIONJOINT MATERIALWITH SEALANT (TYP.)PROTECT EXISTINGTRACK SURFACEAND SUBGRADE5'-0"EDGE OF TRACKSURFACESTORM SEWER STRUCTURE MODIFICATION IN SIDEWALKHOME GRAND STAND - DETAIL G6"2'-0"6"1'-0"5"ADS DURASLOTSLOTTED DRAIN PIPE(6") LIGHT DUTYINSTALLATION6"COMPACTED #53STONE6" DIA. PERFORATEDHDPE N-12 PIPE WITHFILTER SOCK9"#8 WASHEDAGGREGATE5'-0"BLEACHER OVERHANGEXISTING STOOPTO REMAINFFE = 806.36'±1/2" EPOXY COATEDDOWEL @ 18" o.c.EMBED DOWEL INEPOXY GROUT(EMBED 8" MIN.)8"11'±S100K ACO DRAINLONGITUDINAL IRON GRATE(ADA COMPLIANT)T/RIM EL. = 806.30'1" = 1'-0"9"6"BLEACHER OVERHANG1/4"1.5% SLOPE1'-0"8"1'-0"1.5%S100K ACO DRAINLONGITUDINAL IRON GRATE(ADA COMPLIANT)T/RIM EL. = 806.30'#5 BAR x CONT.(TYP.)#5 BAR @ 12" o.c.(TYP.)1/2" EXPANSIONJOINT MATERIALWITH SEALANT (TYP.)PROTECT EXISTINGTRACK SURFACEAND SUBGRADE5"1"3'-9"5'-0"EDGE OF TRACKSURFACESIDEWALK AND TRENCH DRAIN ALONG TRACKVISITOR GRAND STAND - DETAIL J1" = 1'-0"BLEACHER OVERHANG1'-0"1'-0"1/2" EXPANSIONJOINT MATERIALWITH SEALANT (TYP.)PROTECT EXISTINGTRACK SURFACEAND SUBGRADE5'-0"EDGE OF TRACKSURFACEADA PLATFORM CONCRETE SUPPORT AND DRAINVISITOR GRAND STAND - DETAIL K6"2'-0"6"1'-0"5"ADS DURASLOTSLOTTED DRAIN PIPE(6") LIGHT DUTYINSTALLATION6"COMPACTED #53STONE9"#8 WASHEDAGGREGATEK100 ACO TRENCH DRAIN GRATE - DETAIL BNONE6" DIA. PERFORATEDHDPE N-12 PIPE WITHFILTER SOCK6" DIA. PERFORATEDHDPE N-12 PIPE WITHFILTER SOCK4500 PSI CONCRETEWITH SYNTHETIC(NYLON) FIBERS,PROVIDE CONTROLJOINTS @ 5'-0" O.C.4500 PSI CONCRETEWITH SYNTHETIC(NYLON) FIBERS,PROVIDE CONTROLJOINTS @ 5'-0" O.C.#5 BARS @ 12" O.C.EACH WAY#5 BARS @ 12" O.C.EACH WAY4500 PSI CONCRETEWITH SYNTHETIC(NYLON) FIBERS,PROVIDE CONTROLJOINTS @ 5'-0" O.C.4500 PSI CONCRETEWITH SYNTHETIC(NYLON) FIBERS,PROVIDE CONTROLJOINTS @ 5'-0" O.C.6" DIA. PERFORATEDHDPE N-12 PIPE WITHFILTER SOCK#5 BARS @ 12" O.C.EACH WAY1'-0"4500 PSI CONCRETEWITH SYNTHETIC(NYLON) FIBERS,PROVIDE CONTROLJOINTS @ 5'-0" O.C.4500 PSI CONCRETEWITH SYNTHETIC(NYLON) FIBERS,PROVIDE CONTROLJOINTS @ 5'-0" O.C.8"8"EXTENDED PANEL, SEEARCHITECTURAL PLANS2"4500 PSI CONCRETEWITH SYNTHETIC(NYLON) FIBERS,PROVIDE CONTROLJOINTS @ 5'-0" O.C.8"2"EXTENDED PANEL, SEEARCHITECTURAL PLANS100% CONSTRUCTION DOCUMENTSCOPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTKEY PLANBUILDING "A"BUILDING "B"ABSOUTHSUPPORTBUILDINGGREYHOUNDACTIVITIESCENTER5201 E Main Street, Carmel, IN 46033317-844-9961PROJECT NUMBER: 222154.00PROJECT ISSUE DATE: 7.26.2024DRAWN BY: ARS317.848.0966350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204PROJECT MANAGER: PMR222154.00CARMEL HIGHSCHOOL STADIUMGRANDSTANDRENOVATIONPROJECTCARMEL CLAY SCHOOLS2390 E. SMOKY ROW (HOME SIDE)2450 E. SMOKY ROW (VISITOR SIDE)CARMEL, IN 46032PLANNORTHREV.NO.DESCRIPTIONDATE19700317No.CITY SUBMITTAL08-14-20241G4.3SITE DETAILS1" = 1'-0"TICKET BOOTH FOUNDATION - DETAIL A8'-2" X 12'-8"#4 AT 12"EACH WAY6" COMPACTEDGRANULAR MATERIALCOMPACTED SUBGRADE6"8"3'-0" 3" CLR.2" CLR.2" CLR.#4 (CONT). BARS @ 12"O.C. - EACH WAY8"6'-2" X 10'-8"(TICKET BOOTH STRUCTUREWITH BRICK FACADE)NEWCONCRETESIDEWALK1/2" RADIUSFINISH GRADE1" CLR.1'-0"1'-0"1/2" EXPANSIONJOINT MATERIALWITH SEALANT4000 PSI CONCRETENONE6" CONCRETE PAVEMENT PER DETAIL U/G4.16'-0"±EXISTING SIDEWALKMATCH EXIST. GRADE6" #53 STONE(95% COMPACTION)6" CONCRETE (4,500 PSI)#4 DOWELS @12" O.C. (1'-4" LONG)8.33% MAX. SLOPE1/2" EXPANSION JOINT MATERIALCONCRETE RAMP - L#4 DOWELS @12" O.C. (1'-4" LONG)1/2" EXPANSION JOINT MATERIALDETECTABLE WARNING SURFACE1/2" WIDE x 1/8" DEEP GROOVE AT 3" o.c.