HomeMy WebLinkAboutL501 Site DetailsDRAWING TITLE:CERTIFIED BY:DRAWING NUMBERPROJECT NUMBERREVISIONS:SCOPE DRAWINGS: 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 BY01/13/23MAJSPROJECT:
CARMEL MIDTOWN21-1489CARMEL, INNOT FORCONSTRUCTION21-1489L501SITEDETAILSCONCRETE PAVEMENTNot to scale4,000 psi FiberReinforced Concrete,See SpecificationsFinish Grade4" Compacted #53Crushed StoneVaries (See Plan Sheets)4"Compacted SubgradeNOTES:1.Provide expansion joints at intersection with another sidewalk, betweenwalks and building slabs, and at other points as indicated on the drawings.2.Refer to plan drawings for locations of control and expansion joints.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.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"(unless otherwise noted)1"1/3 slab thicknessNOTE:Turn down concrete and dowelat all threshold conditions, wherenew concrete abuts existingslabs, and at proposed stairsand walls.4"3"4"1'-0"DOWELS IN CONCRETE @ THRESHOLDScale: 1"=1'-0"Dril 6" into existing slab; grout solidAdjacent building slab or face of wall12" wide sealed expansion joint1/4" max.12" dia. smooth dowel, 12" long, 18" o.c.,centered in slab, sleeve one end4,000 p.s.i. concrete w/ limestone aggregate & 5%air entrapment, reinforced with synthetic fibers. Referto Specifications. Transverse medium broom finish.123Varies (See Layout Plan)Compacted SubgradeCompacted #53 Aggregate4,000 psi Fiber Reinforced CIP Concrete7"Compacted #2 AggregateHEAVY DUTY CONCRETENot to Scale2"
6"#4 Rebar at 24" o.c., wired together with chains.2"45DOG PARK ENTRANCE VESTIBULEScale: 3/8" = 1'-0"VESTIBULEEXIT WAITING AREAPUBLIC REALM6' High ChainLink Fence, Referto Specifications.4'-0"3'-2 1/2"1'-9 1/2"4'W x 6'H Chainlink Gateto open IN only. Gate tobe operable from withinVESTIBULE only.4'-0"4'W x 6'H Chainlink Gate to openOUT only. Gate to be operablefrom EXIT WAITING AREA only.4'W x 6'H Chainlink Gate toopen IN and OUT. Gate to beoperable from both sides.Face of Building7STRUCTUREDGE ALUMINUM PAVER RESTRAINTNot to ScaleNOTES:1. INSTALL PER MANUFACTURER'S "INSTALLATION GUIDELINES".2. CONNECTION BETWEEN SECTIONS TO UTILIZE MANUFACTURERS' SLIDING CONNECTOR SYSTEM.3. CORNERS: NOTCH BASE ONLY AND FORM A CONTINUOUS CORNER.4. PERMALOC STRUCTUREDGE AS MANUFACTURED BY PERMALOC CORPORATION.5. DO NOT SCALE DRAWING.ISOMETRIC VIEWSIDE VIEWSPIKECONNECTORPERMALOC STRUCTUREDGEALUMINUM PAVER RESTRAINTCOMPACT GRADE ADJACENTTO RESTRAINTPAVERS SETTING SANDFILL ALL VOIDS UNDER RESTRAINTFOR PROPER SUPPORTSUBGRADECONCRETERAMSET/HILTI 3/4"(19 MM) - 1"(25 MM) NAIL 2.5" (63.5 MM)MINIMUM FROM EDGE OFCONCRETE, 12" (305 MM)O.C. (TYP.)2.5" MIN.(63.5 MM MIN.)REMOVABLE BOLLARD RECEIVERScale: 3/4" = 1'-0" 2" Min.Expansion Joint24"
12"6" Min.6" Min.18"18"NOTE: Confirm drainage baseneeds with Civil Engineer priorto installationAdjacent PavementPLAN VIEW#2 Stone, compactedUndisturbed or compacted subgrade.Holes for #3 Rebar if Required3,500 psi ConcreteLock Well Cover can be Removedfor ease of Concrete Finishing6Finish Grade;Pile Height Extends1/2" Above.Stone, Drainage Layer, Refer to Specs& Sieve AnalysisOUTDOOR SYNTHETIC TURF Scale: 1-1/2" = 1'-0"NOTES:1.Refer to Civil Drawing for Layout, Spacing, and Additional Requirements.2.Turf Basis of Design, K-9 Grass.3.Condition 1 - Thickened Concrete Slab Edge Condition 2 - Thickened Concrete Slab between Fence Posts Condition 3 - Face of Fence Post Foundation90% SPD SubgradeUnderdrain; See Note1Non-Woven Filter FabricLimits of Synthetic Turf Perimeter;See Note 3Synthetic Turf (K-9 Grass), Refer to Specifications4"Anchor Perimeter Nailerto Thickened Edge ofConcreteZeolite Odor Reducing Top DressingCrystals Per Specifications: Commercial (3+LBS. Per FT².)DRAINAGE AGGREGATE SIEVE ANALYSISSieve SizePercent Passing3/8"100%#480-100%#10010-30%#2002-10%Turf Pad/Cushion, Refer to Specifications8TerraBound Elite DOG WASTE STATIONScale: 1" = 1'-0"10"6"14" min.6'-1"1'-0"Dog Waste Station Sign assupplied by Manufacturer.(Black)Round Waste Can assupplied by Manufacturer.(Black)Provide 1" Slope @Top of Footing (whennot in concrete walk)4,000 psi ConcreteFooting. RecessFooting 4" BelowConcrete WalkSINGLpul ® BagDispenser as suppliedby Manufacturer.(Black)3'-6"2'-0"Standard Post asSupplied byManufacturer.(Black)Mounting Height PerManufacturer StandardsMounting Height PerManufacturer Standards9