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HomeMy WebLinkAboutL500 Site DetailsXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXLimits of decorativeconcrete pavementAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAABBBBBABBBBBBBBBBBBBBBBBBBBBBBBBBBBBAABBBBBBBAcccccccccccccccccccccccccccccccccccccccddddddddddddddddddddddddddddddddddddddeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeefdddffffffffffffffffffffffffffffffffffffffffffffffffffffffffddddcffeeeeeecccffffffffeeeecffcccffefffffeeffeeefeeddClient: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.comCONCRETE PAVEMENTNot to scale4,000 psi Fiber ReinforcedConcrete, See SpecificationsVaries (See Plan Sheets)NOTES:1. Control joints, expansion joints and edges of sidewalks indicated ashand-tooled shall be dressed after each finishing operation.2. Provide expansion joints at intersection with another sidewalk, beweenwalks 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 Subgrade4" Compacted Crushed StoneFinish Grade4"CONCRETE JOINTINGNot to ScaleStraight, true sawn joint#5 smooth bar, 12" long, 18" o.c.,centered in slab, grease one endSAWN CONTROL JOINTEXPANSION JOINT3/8" deep, typHeel-grade sealant, Refer to Specs.1/8" r.TOOLED CONTROL JOINTvery light broom finish1'-0" - typ.med. broom finishAs indicated on plan drawings. Placeexpansion joints where concrete pours meetand anywhere concrete patching is required.Cleanly cut all existing pavement edgeswhen adjoining to new pavementAs indicated on plan drawings for all straightjoints. Continue to wall face in all applicableconditions.For all curved joints and back of curb joint.Brush out marks from trowel on eitherside of joint, leaving only the joint scoredsmooth.NOTE:Expansion joint material shall be "Zip-Strip"expansion material with removable cap byGreenstreak or approved equal.3/8" tooled joint1/4"3/8"(unless otherwise noted)1"1/3 slab thickness4"1'-0"3"PAVERS ON CONCRETE SLABScale: 3/4" = 1'-0"Varies (see plan sheets)Pedestrian Pavers, Sand swept joints.Refer to Specification 32 14 13Compacted Stone #534"4,000 psi fiber reinforced Concrete, 4" thicknessCompacted subgrade.1 14" #11 binder.1" Weep hole at 10'-0" o.c., both ways and in lowareas, drilled. Fill with sand.Thickened Concrete Slab.Provide SS doweledexpansion joint31 2" 4" 4"123561/4" max.NOTE:Turn down concrete and dowel at allthreshold conditions, where newconcrete abuts existing slabs, and atproposed stairs and walls.4,000 p.s.i. concrete w/limestone aggregate & 5%air entrapment, reinforced with synthetic fibers.Refer to Specifications. Transverse medium broomfinish.12" dia. smooth dowel, 12" long, 18" o.c., centeredin slab, sleeve one end.1/2" wide sealed expansion jointAdjacent building slab or face of wallDrill 6" into existing slab; grout solid.4"3"4"1'-0"DOWELS IN CONCRETE @ THRESHOLDScale: 1"=1'-0"4L500SITEDETAILS7STONE MULCHScale: 1" = 1'-0"Adjacent PavementBuilding FacadeNon-woven geotextile fabric, overlap12" at seams (Mirifi 180N or equal).Depth of aggregate shall beadequate to completely cover fabric.#6-#10 Washed River Rock, 4" min.depth. Refer to Specification 32 15 40Finish Grade; Tufting Extends14" Above, as shownStone, Drainage LayerSYNTHETIC TURF - TYPICAL SECTIONScale: 1-1/2" = 1'-0"Stone, Choker Layer1/2"Compacted SubgradeFlat panel drain; @ 14' o.c.. Refer to C series for tie in locationGeotextileSynthetic Turf; 1-3/4" Pile Heightmin. 5 1 2" - varies Refer to C series for underground drainage Perimeter Nailer,Refer to detail thissheet6"Reinforce with synthetic fibers.See Specifications.Compacted SubgradePERIMETER NAILER CURB1"=1'-0"1" Rad. on Turf side of Curbtop of planting bedSynthetic Turf Surface, Referto Detail this SheetCurb to be aligned withcanopy column1'-6"PAVER LAYOUT DETAILScale: 1" = 5'-0"8PAVER LEGENDA - 24" x 24" UF-20 (50%) Ultraface paver by Wausau TileB - 24" x 24" UF-35 (50%) Ultraface paver by Wausau Tilec - 12" x 12" UF-20 (17.5%) Ultraface paver by Wausau Tiled - 12" x 12" UF-35 (17.5%) Ultraface paver by Wausau Tilee - 12" x 12" WG-30 (green 36%) Washed Glass paver by Wausau Tilef - 12" x 12" WG-40 (blue 29%) Washed Glass paver by Wausau Tile