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HomeMy WebLinkAboutL500 Site Details - 1391-L500X X X X X X X X X X X XX X X X X XXX X X X X XX X X X X X X X X X X X X X X X X X X XX X X X X X X X X XX X X X X XXX X X X X X XX X X X X XX X X X X X X X X X XX X X X XX X X X X XX X XXXX XXX X X X X X X X X X X X X XXX X X X XX X XLimits of decorative concrete pavement A A A A A A A A A A A A AA A A A A A A A A A A A A A A A A A AA A A A A B B B B B A B B B B B B BB B B B B B BB B B B B B B B B B B B B B B A A B B B B B B B A c c c c c c c c c c c c c c c c c c c c c c c c ccc cc cc cc c cc c cc d d d d d d d d d d d d d d d d d dd dd d d d d d d d d d d d d d d d d d e e ee e e e e e e e e e e e e e e e e e e ee ee e e e e ee e e e e e e e e e e e e e e e e e e e e e e ee e e e e e e e e e ee e e e e e e e e e e e e f dd d f f f f f f f f f f f fffff f f f f f f f f ff f f f f f f f f f f ff f f f f f f f f f f f f f f fff f d d d d cf f e e e e ee c c c f f f f f f f fe e e e c f f c c c f fe f ffff e ef f e ee f e e d d Client: 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 CONCRETE PAVEMENT Not to scale 4,000 psi Fiber Reinforced Concrete, See Specifications Varies (See Plan Sheets) NOTES: 1. Control joints, expansion joints and edges of sidewalks indicated as hand-tooled shall be dressed after each finishing operation. 2. Provide expansion joints at intersection with another sidewalk, beween walks and building slabs, and at other points as indicated on the drawings. 3. Refer to plan drawings for locations of control and expansion joints. Compacted Subgrade 4" Compacted Crushed Stone Finish Grade 4"CONCRETE JOINTING Not to Scale Straight, true sawn joint #5 smooth bar, 12" long, 18" o.c., centered in slab, grease one end SAWN CONTROL JOINT EXPANSION JOINT 3/8" deep, typ Heel-grade sealant, Refer to Specs. 1/8" r. TOOLED CONTROL JOINTvery light broom finish 1'-0" - typ. med. broom finish As indicated on plan drawings. Place expansion joints where concrete pours meet and anywhere concrete patching is required. Cleanly cut all existing pavement edges when adjoining to new pavement As indicated on plan drawings for all straight joints. Continue to wall face in all applicable conditions. For all curved joints and back of curb joint. Brush out marks from trowel on either side of joint, leaving only the joint scored smooth. NOTE: Expansion joint material shall be "Zip-Strip" expansion material with removable cap by Greenstreak or approved equal. 3/8" tooled joint 1/4" 3/8" (unless otherwise noted) 1" 1/3 slab thickness4"1'-0"3" PAVERS ON CONCRETE SLAB Scale: 3/4" = 1'-0" Varies (see plan sheets) Pedestrian Pavers, Sand swept joints. Refer to Specification 32 14 13 Compacted Stone #534" 4,000 psi fiber reinforced Concrete, 4" thickness Compacted subgrade. 1 1 4" #11 binder. 1" Weep hole at 10'-0" o.c., both ways and in low areas, drilled. Fill with sand. Thickened Concrete Slab. Provide SS doweled expansion joint 312"4"4"1 2 3 5 6 1/4" max.NOTE: Turn down concrete and dowel at all threshold conditions, where new concrete abuts existing slabs, and at proposed stairs and walls. 4,000 p.s.i. concrete w/limestone aggregate & 5% air entrapment, reinforced with synthetic fibers. Refer to Specifications. Transverse medium broom finish. 12" dia. smooth dowel, 12" long, 18" o.c., centered in slab, sleeve one end. 1/2" wide sealed expansion joint Adjacent building slab or face of wall Drill 6" into existing slab; grout solid.4"3" 4" 1'-0" DOWELS IN CONCRETE @ THRESHOLD Scale: 1"=1'-0" 4 L500 SITE DETAILS 7 STONE MULCH Scale: 1" = 1'-0" Adjacent Pavement Building Facade Non-woven geotextile fabric, overlap 12" at seams (Mirifi 180N or equal). Depth of aggregate shall be adequate to completely cover fabric. #6-#10 Washed River Rock, 4" min. depth. Refer to Specification 32 15 40 Finish Grade; Tufting Extends 1 4" Above, as shown Stone, Drainage Layer SYNTHETIC TURF - TYPICAL SECTION Scale: 1-1/2" = 1'-0" Stone, Choker Layer 1/2"Compacted Subgrade Flat panel drain; @ 14' o.c.. Refer to C series for tie in location Geotextile Synthetic Turf; 1-3/4" Pile Height min. 5 12" - varies Refer to C seriesfor underground drainagePerimeter Nailer, Refer to detail this sheet 6" Reinforce with synthetic fibers. See Specifications. Compacted Subgrade PERIMETER NAILER CURB 1"=1'-0" 1" Rad. on Turf side of Curb top of planting bed Synthetic Turf Surface, Refer to Detail this Sheet Curb to be aligned with canopy column 1'-6"PAVER LAYOUT DETAIL Scale: 1" = 5'-0" 8 PAVER LEGEND A - 24" x 24" UF-20 (50%) Ultraface paver by Wausau Tile B - 24" x 24" UF-35 (50%) Ultraface paver by Wausau Tile c - 12" x 12" UF-20 (17.5%) Ultraface paver by Wausau Tile d - 12" x 12" UF-35 (17.5%) Ultraface paver by Wausau Tile e - 12" x 12" WG-30 (green 36%) Washed Glass paver by Wausau Tile f - 12" x 12" WG-40 (blue 29%) Washed Glass paver by Wausau Tile 11/15/21