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HomeMy WebLinkAboutL504 Site DetailsClient:The CornerCarmel, INSealLRK Project Number: 00.18066.00Project Name:116th Street & RangelineCarmel, INDrawing Name:Drawn By:Checked By:© 2020 LRK Inc.Drawings, written material, and design concepts shall notbe used or reproduced in whole or part in any form orformat without prior written consent of LRK Inc. Do notsacle drawings. Use given dimensions only. If not shown,verify correct dimensions with the Architect. Contractorshall check and verify all dimensions and conditions atjob site.Issues and RevisionsDateIssued / Revised06.16.21Permit SetÉ‘LMAPP5825 Lawton Loop East Drive | Indianapolis, IN 46216317-485-6900 | www.context-design.comL504SITEDETAILS46STAIRS AT RETAIL, 4 RISERSScale: 3/4"=1'-0"2'-6"6"Adjacent ConcretePavement, Refer toDetails 1 and 2/L5006"Slope3'-0", typ.1'-0"4"Adjacent ConcretePavement, Refer toDetails 1 and 2/L5001'-0"6"2'-6"14" x 3 12" Dia. StainlessSteel Escutcheon Plate3" Dia. x 6" Deep CoreDrilled Hole Filled withNonshrink GroutDowel and ExpansionJoint per Detail 4/L500Compacted Subgrade12" x 2" Bar Stanchion1'-0", typ.R1/2", typ.#3 Nosing Bars, Each Step, 34" min. cover1/8" Slope+/- 5 3/4", typ.2" Dia. Stainless Steel Handrail1'-0"#4 Rebar, 12" o.c. Both Ways6" Compacted #53 Crushed StoneCast in Place Concrete, Refer to SpecsCompacted Subgrade (95% S.P.D.)NOTE: Refer to Grading Plan for Elevations.Retaining Wall Beyond,Refer to Detail 5/L5026L504Wall Coping, Refer to 3/L502Retaining Wall, Refer to SheetL201 and Detail 5/L5021'-8"1'-4"expansion joint2'-9 1/8"2'-4"2'-8"1'-6"2'-5 1/4"Wall Coping, Refer to 3/L5021'-3"1'-1"1'-4"1'-8"3"6" min.STAIRS AT RETAIL, 3 RISERSScale: 3/4"=1'-0"NOTE: Refer to Grading Plan for Elevations.2'-6"6"Adjacent Concrete Pavement,Refer to Details 1 & 2/L5006"3'-0", typ.2'-6"4"Adjacent ConcretePavement, Refer toDetails 1 & 2/L5001'-0"6"2'-6"14" x 3 12" Dia. StainlessSteel Escutcheon Plate3" Dia. x 6" Deep CoreDrilled Hole Filled withNonshrink GroutDowel and ExpansionJoint per Detail 4/L500Compacted Subgrade12" x 2" Bar Stanchion1'-0", typ.1'-0"#4 Rebar, 12" o.c. Both Ways6" Compacted #53 Crushed StoneCast in Place Concrete, Refer to SpecsRetaining Wall Beyond, Refer toDetail 5/L502 & L200 SeriesR1/2", typ.#3 Nosing Bars, Each Step, 34" min. cover1/8" Slope2" Dia. Stainless Steel Handrail5 1/8", typ.4L504Wall Coping, Refer to 3/L502Retaining Wall, Refer to SheetL201 and Detail 5/L502Wall Coping, Refer to 3/L502Retaining Wall, Refer to SheetL201 and Detail 5/L5021'-8" 1'-4"1'-4"1'-8"3"expansion joint1'-6"6"51'-0"2% Slope1'-0"1'-0"2'-6"2" Clr. alledgesExpansion Joint, Typ. w/ Sealant34" Chamfer4" Perf. Pipe Wrapped in FilterFabric, tie to drainage system3,000 psi C.I.P. Concrete Footing4 - #5 Rebar#4 Rebar top and bottom @ 16" 0.C.Concrete Stairs, Refer toDetail 5/L500)#4 Horiz. Rebar @ 12" O.C.Each Face#4 Rebar @ 16" O.C.#2 stoneFilter Fabric6"4,000 psi C.I.P. Concrete Wall.Wall to slope with stairs.CONCRETE RETAINING WALL ALONG STAIRSScale: 3/4"=1'-0"4"3"Handrail Post, Refer to Details7-8/L500All exposed edges of concrete shallreceived a rubbed finish3'-0" Overlap1'-6"72STAIRS TO TRAIL, 5 RISERSScale: 3/4"=1'-0"NOTE: Refer to Grading Plan for Elevations.2'-6"6"Adjacent ConcretePavement, Refer toDetails 1 and 2/L5006"Slope4"Adjacent ConcretePavement, Refer toDetails 1 and 2/L5001'-0"6"3'-0", typ.1'-0"1'-0", typ.R1/2", typ.#3 Nosing Bars, Each Step1'-0"3'-0"#4 Rebar, 12" o.c. Both Ways6" Compacted #53 Crushed StoneCast in Place Concrete, Refer to SpecsCompacted Subgrade (95% S.P.D.)1/8" Slope14" x 3 12" Dia. StainlessSteel Escutcheon Plate3" Dia. x 6" Deep CoreDrilled Hole Filled withNonshrink GroutDowel and ExpansionJoint per Detail 4/L500Compacted Subgrade2" Dia. Stainless Steel Handrail12" x 2" Bar StanchionRetaining Wall Beyond,Refer to Detail 7/L5046"1'-0"6"6" min.3STAIRS AT REAR RETAIL, 3 RISERSScale: 3/4"=1'-0"3L504Curb wall @ Stairs,Refer to Detail 2/L501Buildling Facadeexpansion joint6'-0"NOTE: Refer to C300 series for Elevations.2'-6"6"Adjacent Concrete Pavement,Refer to Details 1 & 2/L5006"3'-0", typ.2'-6"4"Adjacent ConcretePavement, Refer toDetails 1 & 2/L5001'-0"6"2'-6"14" x 3 12" Dia. StainlessSteel Escutcheon Plate3" Dia. x 6" Deep CoreDrilled Hole Filled withNonshrink GroutDowel and ExpansionJoint per Detail 4/L500Compacted Subgrade12" x 2" Bar Stanchion1'-0", typ.1'-0"#4 Rebar, 12" o.c. Both Ways6" Compacted #53 Crushed StoneCast in Place Concrete, Refer to SpecsR 1 / 2 " , t y p .#3 Nosing Bars, Each Step, 34" min. cover1/8" Slope2" Dia. Stainless Steel Handrail6", typ. 6"curb edge, foreground,Refer to Details 2/L5014'-6"Center Stairs on curbed conditionSTAIRS AT RETAIL, 2 RISERSScale: 3/4"=1'-0"NOTE: Refer to Grading Plan for Elevations.2'-6"6"Adjacent Concrete Pavement,Refer to Details 1 & 2/L5006"3'-0", typ.2'-6"4"Adjacent ConcretePavement, Refer toDetails 1 & 2/L5001'-6"2'-6"14" x 3 12" Dia. StainlessSteel Escutcheon Plate3" Dia. x 6" Deep CoreDrilled Hole Filled withNonshrink GroutDowel and Expansion Jointper Detail 4/L500Compacted Subgrade12" x 2" Bar Stanchion1'-0", typ.1'-0"#4 Rebar, 12" o.c. Both Ways6" Compacted #53 Crushed StoneCast in Place Concrete, Refer to SpecsRetaining Wall Beyond, Refer toDetail 5/L502 & L200 SeriesR1/2", typ.#3 Nosing Bars, EachStep, 34" min. cover1/8" Slope2" Dia. Stainless Steel Handrail3L5046'-0" 3 3/4"expansion joint6"Retaining Wall Beyond,Refer to Detail 5/L502Retaining Wall Beyond, Refer toDetail 5/L502 & L200 SeriesPAPASECTIONPLAN5" 3 3/4"expansion joint2" Dia. Stainless Steel Handrail2" Dia. Stainless Steel Handrail