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HomeMy WebLinkAboutL501 Site Details - 1391-L501Client: 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 2 L501 SITE DETAILS GRILL STATION ENLARGED PLAN Scale: 3/4" = 1'-0" 3 L501 4 L501 Masonry Wall, below; porcelain veneer 1 1 2" thick Granite Countertop with 1 8" bevel edge Grill, typ. (2), Refer to Specification 32 33 00 2'-6" 12'-6"1'-0" 6'-7"3'-10"6'-10" Dining Height Stools, Refer to Specification 32 33 001'-7" 2'-9" 2"2'-10"4L5015 1 GRILL STATION - ELEVATION Scale: 3/4" = 1'-0"1 1/2"Stainless Steel Built In Grill, Refer to Specification 32 33 00 1 12" Granite Countertop with 18" bevel, Refer to Specifications 04 43 00 Porcelain Veneer SS Double Door. Center Door on Grill Automatic Timer and Emergency Shut-off button, Provide Electrical Service, Refer to MEP Drawings. Align top of Timer with Top of SS Doors (Omit Timer if Grill Unit selected has integral Timer) NOTES: Provide Hose Bib at each Grill location within interior cavity accessible via SS double door. Refer to MEP Plans for additional requirements. 4 L501 eq. eq. 8" 8" 4" x 18" steel vent Provide Gas and Electric Utility Service and Final Connections to Grill Station per MEP Plans. Alternate Products may be Considered if Submitted, Reviewed, and Approved Prior to Bidding.2'-8 1/2"3 BAR STATION SECTION Scale: 3/4" = 1'-0" NOTES: 1. Provide Gas Connection Hose Bib at each Grill location within interior cavity accessible via SS double door. Refer to MEP Plans for additional requirements.4"2" 2'-6" 2'-10" 1 1 2" thick granite counter top with 1 8" bevel edge Porcelain Tile Veneer Grill Unit beyond, inset into counter top. Cutout to be coordinated with final grill unit selected. Contractor to submit shop drawings prior to construction. Wall Profile, refer to enlargement above Gas and Power connection Adjacent Pavement, Refer to Materials Plan 2'-9 7/8"R 1 " Framing Stud 1 4" thick Durock Cement Board Veneer Mortar Porcelain Tile Veneer WALL PROFILE 3 5 8" x 1 5 8" x 25 ga. structural metal stud @ 16" o.c. 3 5 8" x 1 5 8" x 25 ga. structural track, top and bottom anchor into concrete base Turn down edge and dowelled expansion joint @ 18" o.c. 6"4"2" 1'-7" 2'-9" 1 12" thick granite counter top with 18" bevel edge Porcelain tile veneer Wall Profile, refer to enlargement above Adjacent Pavement, Refer to Materials Plan2'-6" 3 5 8" x 1 5 8" x 25 ga. structural metal stud @ 16" o.c. 3 5 8" x 1 5 8" x 25 ga. structural track, top and bottom anchor into concrete base Turn down edge and dowelled expansion joint @ 18" o.c.6"1'-0" min. 6" 2"4 BIKE RACK INSTALLATION, SURFACE MOUNTED Scale: 1/2" = 1'-0" Bike Rack PLAN 4'-0" SECTION: SURFACE MOUNT Concrete Pavement, Refer to Detail 1/L500 Bike rack, surface mount Concrete Pavement 2' min clear2' min clear2'-9"6 BIKE RACK , WALL MOUNTED Scale: 1/2" = 1'-0" Wall Surface 1'-6"Bike rack FRONT ELEVATION SECTION: WALL MOUNT 1'-6" Horizontal Spacing Wall SurfaceBike rack 6'-4 3/4" to Top Hole of Top Rack5'-8 3/4" to Top Hole of Bottom Rack7 2'-0"8" C.I.P. concrete curb, 4,000 psi with fiber reinforcement. Curb to follow grade adjacent of walk. Nonwoven geotextile CURB WALL AT STAIRS Scale:1"=1'-0" 1" Rad. Top of Pavement 820.42 819.92 818.85 819.35 4'-7 15/16" 12" depth of Planting Soil #2 stone, 12" depth 1/2"6"2'-0" Compacted Subgrade POOL RETAINING WALL SECTION Scale: 3/4" = 1'-0" 10" CMU, Grout Solid, Typ. 4" CMU, Grout Solid, Typ. Compacted Soil Backfill #57 Stone Backfill, Compacted Brick Veneer to Match Bldg. Mortar Joint, color to match building, Typ. Provide SS through wall and flashing above last brick course above grade Standard 9-gauge (MW11), ladder-shaped wire Joint Reinforcement Pre-cast Stone Coping, Refer to Detail 10/L602, Typ. 4,000 PSI CIP Concrete, Typ., Refer to Structural for Mix and Reinforcing Design #57 Stone Backfill, Compacted #4 Rebar at 16" O.C. Bent in Alternating Directions #4 Rebar at 12" O.C. Bent in Alternating Directions 4" Perf. Pipe Wrapped in Filter Fabric, Tie to Drainage System Compacted Subgrade 8" CMU, Grout Solid, Typ. 10" CMU, Grout Solid, Typ. 10" CMU, Grout Solid, Typ. 24" Min. Overlap Rebar BW Elevation: See Grading Plan TW Elevation: See Grading Plan TW to be installed at constant elevation BW Elevation: See Grading Plan Slope 1'-6"Varies - Referto L200 series31 2"4"2" Height Varies - Refer to Grading Plan Adjacent Material, Refer to Materials Plan Extend brick veneer a minimum of (2) courses below grade. Grout gap between brick and CMU solid Adjacent Material, Refer to Materials Plan Provide SS through wall flashing above last brick course above grade, Typ. Provide Dampproofing on all CMU surfaces exposed to soil/backfill materials and behind brick veneer and coping stones Refer to Structural Drawings for CMU reinforcement design. #4 Rebar at 16" at 12" O.C.1'-0" 2'-0" min.1'-8"1'-6" 8" 3'-10" Grout all Sides, Typ. 5" 18" Steel Plate, Attach to CMU Wall with 16x12" Anchor Bolts, Epoxy Fill Drilled Holes, Typ. 4x4" Steel Post, Powder-Coat Black to Match Mesh Screens, Typ. Masonry Column Beyond, See Elevation and Plan 3" 2'-4" 4" Max2"1'-11 5/8" 3/8" x 4" SS Epoxy Set SS Dowel, Typ. of (2) 4'-0"1'-2" 2'-0" Caulked Expansion adjacent to all paved areas, typ. Brick Veneer to match architecture Finish Grade, Refer to Materials Plan Cast Stone Trim to match architecture 16" CMU Pilaser with (4) #5 vertical rebar, grout solid Decorative Metal Fencing and gate. Black powdercoat finish, typ. Refer to Specifications Brick Veneer to match architecture, running bond, Refer to Specifications Brick Veneer to match architecture, soldier course, Refer to Specifications Stone Coping, Refer to detail 4/l502 1'-0" 4" CMU Below Veneer/Grade, grout solid 4,000 PSI CIP Concrete. Refer to Specifications (4) #5 x 3'-6" - 4 EWvaries - refer to L200 series3" clr., typ. 1'-0" A A' B B' 2'-0" WALL SECTION MASONRY COLUMN SECTION WALL PLAN COLUMN PLAN McNichols Eco-Mesh Fence Panel, Refer to Detail 2/L502 Fence Post, Refer to Detail 2/L502 Wall Coping, Refer to Detail 3/L502 Masonry Veneered Wall Masonry Veneered Column Column Stone Coping, Refer to Detail 4/L502 2'-0" min. 5'-3"2'-3"4"2"11/15/21