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HomeMy WebLinkAboutL504 Site Details - 1391-L504Client: The Corner Carmel, IN Seal LRK Project Number: 00.18066.00 Project Name: 116th Street & Rangeline Carmel, IN Drawing Name: Drawn By: Checked By: © 2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not sacle drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. Issues and Revisions Date Issued / Revised 06.16.21 Permit Set ɑ LM APP 5825 Lawton Loop East Drive | Indianapolis, IN 46216 317-485-6900 | www.context-design.com L504 SITE DETAILS 46STAIRS AT RETAIL, 4 RISERS Scale: 3/4"=1'-0"2'-6"6" Adjacent Concrete Pavement, Refer to Details 1 and 2/L500 6" Slope3'-0", typ.1'-0" 4"Adjacent Concrete Pavement, Refer to Details 1 and 2/L500 1'-0" 6" 2'-6"1 4" x 3 1 2" Dia. Stainless Steel Escutcheon Plate 3" Dia. x 6" Deep Core Drilled Hole Filled with Nonshrink Grout Dowel and Expansion Joint per Detail 4/L500 Compacted Subgrade 1 2" x 2" Bar Stanchion 1'-0", typ.R1/ 2 " , t y p . #3 Nosing Bars, Each Step, 3 4" min. cover 1/8" Slope+/- 5 3/4", typ.2" Dia. Stainless Steel Handrail 1'-0" #4 Rebar, 12" o.c. Both Ways 6" Compacted #53 Crushed Stone Cast in Place Concrete, Refer to Specs Compacted Subgrade (95% S.P.D.) NOTE: Refer to Grading Plan for Elevations. Retaining Wall Beyond, Refer to Detail 5/L502 6 L504 Wall Coping, Refer to 3/L502 Retaining Wall, Refer to Sheet L201 and Detail 5/L502 1'-8"1'-4"expansion joint 2'-9 1/8"2'-4" 2'-8" 1'-6" 2'-5 1/4" Wall Coping, Refer to 3/L502 1'-3"1'-1"1'-4"1'-8"3"6" mi n. STAIRS AT RETAIL, 3 RISERS Scale: 3/4"=1'-0" NOTE: Refer to Grading Plan for Elevations.2'-6"6" Adjacent Concrete Pavement, Refer to Details 1 & 2/L500 6"3'-0", typ.2'-6" 4"Adjacent Concrete Pavement, Refer to Details 1 & 2/L500 1'-0"6" 2'-6"1 4" x 3 1 2" Dia. Stainless Steel Escutcheon Plate 3" Dia. x 6" Deep Core Drilled Hole Filled with Nonshrink Grout Dowel and Expansion Joint per Detail 4/L500 Compacted Subgrade 1 2" x 2" Bar Stanchion 1'-0", typ. 1'-0" #4 Rebar, 12" o.c. Both Ways 6" Compacted #53 Crushed Stone Cast in Place Concrete, Refer to Specs Retaining Wall Beyond, Refer to Detail 5/L502 & L200 Series R 1 / 2 " , ty p . #3 Nosing Bars, Each Step, 3 4" min. cover 1/8" Slope 2" Dia. Stainless Steel Handrail 5 1/8", typ.4 L504 Wall Coping, Refer to 3/L502 Retaining Wall, Refer to Sheet L201 and Detail 5/L502 Wall Coping, Refer to 3/L502 Retaining Wall, Refer to Sheet L201 and Detail 5/L502 1'-8"1'-4"1'-4" 1'-8"3"expansion joint 1'-6"6"5 1'-0" 2% Slope 1'-0" 1'-0" 2'-6" 2" Clr. all edges Expansion Joint, Typ. w/ Sealant 3 4" Chamfer 4" Perf. Pipe Wrapped in Filter Fabric, tie to drainage system 3,000 psi C.I.P. Concrete Footing 4 - #5 Rebar #4 Rebar top and bottom @ 16" 0.C. Concrete Stairs, Refer to Detail 5/L500) #4 Horiz. Rebar @ 12" O.C. Each Face #4 Rebar @ 16" O.C. #2 stone Filter Fabric 6" 4,000 psi C.I.P. Concrete Wall. Wall to slope with stairs. CONCRETE RETAINING WALL ALONG STAIRS Scale: 3/4"=1'-0" 4"3" Handrail Post, Refer to Details 7-8/L500 All exposed edges of concrete shall received a rubbed finish 3'-0" Overlap1'-6"7 2 STAIRS TO TRAIL, 5 RISERS Scale: 3/4"=1'-0" NOTE: Refer to Grading Plan for Elevations.2'-6"6" Adjacent Concrete Pavement, Refer to Details 1 and 2/L500 6" Slope 4"Adjacent Concrete Pavement, Refer to Details 1 and 2/L500 1'-0" 6" 3'-0", typ.1'-0" 1'-0", typ. R1/ 2", typ. #3 Nosing Bars, Each Step 1'-0"3'-0"#4 Rebar, 12" o.c. Both Ways 6" Compacted #53 Crushed Stone Cast in Place Concrete, Refer to Specs Compacted Subgrade (95% S.P.D.) 1/8" Slope 1 4" x 3 1 2" Dia. Stainless Steel Escutcheon Plate 3" Dia. x 6" Deep Core Drilled Hole Filled with Nonshrink Grout Dowel and Expansion Joint per Detail 4/L500 Compacted Subgrade 2" Dia. Stainless Steel Handrail 1 2" x 2" Bar Stanchion Retaining Wall Beyond, Refer to Detail 7/L504 6"1'-0" 6" 6 " m i n. 3 STAIRS AT REAR RETAIL, 3 RISERS Scale: 3/4"=1'-0" 3 L504 Curb wall @ Stairs, Refer to Detail 2/L501 Buildling Facade expansion joint 6'-0"NOTE: Refer to C300 series for Elevations.2'-6"6" Adjacent Concrete Pavement, Refer to Details 1 & 2/L500 6" 3'-0", typ.2'-6"4"Adjacent Concrete Pavement, Refer to Details 1 & 2/L5001'-0" 6"2'-6"14" x 3 12" Dia. Stainless Steel Escutcheon Plate 3" Dia. x 6" Deep Core Drilled Hole Filled with Nonshrink Grout Dowel and Expansion Joint per Detail 4/L500 Compacted Subgrade 1 2" x 2" Bar Stanchion 1'-0", typ. 1'-0" #4 Rebar, 12" o.c. Both Ways 6" Compacted #53 Crushed Stone Cast in Place Concrete, Refer to Specs R1/2", typ.#3 Nosing Bars, Each Step, 34" min. cover 1/8" Slope 2" Dia. Stainless Steel Handrail 6", typ.6"curb edge, foreground, Refer to Details 2/L501 4'-6" Center Stairs on curbed condition STAIRS AT RETAIL, 2 RISERS Scale: 3/4"=1'-0" NOTE: Refer to Grading Plan for Elevations.2'-6"6" Adjacent Concrete Pavement, Refer to Details 1 & 2/L500 6"3'-0", typ.2'-6" 4"Adjacent Concrete Pavement, Refer to Details 1 & 2/L500 1'-6"2'-6"1 4" x 3 1 2" Dia. Stainless Steel Escutcheon Plate 3" Dia. x 6" Deep Core Drilled Hole Filled with Nonshrink Grout Dowel and Expansion Joint per Detail 4/L500 Compacted Subgrade 1 2" x 2" Bar Stanchion 1'-0", typ. 1'-0" #4 Rebar, 12" o.c. Both Ways 6" Compacted #53 Crushed Stone Cast in Place Concrete, Refer to Specs Retaining Wall Beyond, Refer to Detail 5/L502 & L200 Series R1 / 2 ", ty p . #3 Nosing Bars, Each Step, 3 4" min. cover 1/8" Slope 2" Dia. Stainless Steel Handrail 3 L504 6'-0"3 3/4"expansion joint 6" Retaining Wall Beyond, Refer to Detail 5/L502 Retaining Wall Beyond, Refer to Detail 5/L502 & L200 Series PA PA SECTION PLAN5"3 3/4"expansion joint 2" Dia. Stainless Steel Handrail 2" Dia. Stainless Steel Handrail 11/15/21