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HomeMy WebLinkAboutL500 - SITE DETAILSDRAWING TITLE:CERTIFIED BY:DRAWING NUMBERPROJECT NUMBERREVISIONS:SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the projectin terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe allwork required for full performance and completion of therequirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work.ISSUE DATEDRAWN BYCHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedNOT FORCONSTRUCTION PARISH LIFE CENTER PROJECT OUR LADY OF MT. CARMEL CHURCH 14598 OAK RIDGE RD, CARMEL, IN 4603209/03/21JT / LMAP19038L500SITEDETAILSSTANDARD CONCRETE 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 JOINTAs indicated on plan drawings. Placeexpansion joints where concrete pours meetand anywhere concrete patching is required.As indicated on plan drawings. Continue towall face in all applicable conditions.Brush out marks from trowel on either side ofjoint, leaving only the joint scored smooth.NOTE:Expansion joint material shall be "Zip-Strip"expansion material with removable cap byGreenstreak or approved equal.3/8" tooled joint1/4"3/8"1"1/3 slab thickness1/4" 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 slab or face of wallDrill 6" into existing slab; grout solid.4"3"4"1'-0"DOWELS IN CONCRETEScale: 1"=1'-0"UNIT PAVER, WITH CONCRETE BASEScale: 1" = 1'-0"Compacted Subgrade#53 Compacted Aggregate Base4,000 PSI Concrete Slab2" Weep Hole drilled at Low Points, or 10'-0" O.C., both ways;Fill hole full with Compacted Sand or Pea Gravel; Cover Weep Holeswith 12" x 12" geotextile Fabric and secure to concrete, all edgesSand Swept Joint TreatmentsUnit PaversBituminous Setting BedNotes:1.Provide jointing, per concrete pavement requirements, in slab below pavers.Provide 12" wide geotextile fabric over expansion joints.Concrete PavementAdjacent Condition;Thickened End w/Dowels at 18" O.C. Min.2 1/4"3/4" 4"4"Varies, Ref. Plan SheetsBIKE RACK INSTALLATIONScale: 1/2" = 1'-0"FINISHGRADEBike RackPLAN3'-0"1'-10"SECTION: SURFACE MOUNTSubgradestandard concretepavement profileBike rackConcrete Pavement2' min clear 2' min clear TAC Comments - 9/13/21