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Home My WebLink AboutSite DetailsSITE DETAILSL600 Revision Date Description Date: Project No: Drawn by: Checked by:21-1513AMY, SG, SSDTF2023-01-275825 Lawton Loop E. Dr. | Indianapolis, IN 46216 317-485-6900 | www.context-design.com N O T F O R C O N S T R U C T I O N Permit Documents for the PARKWOOD CROSSING VILLAGE GREEN 550 E 96th St, Indianapolis, IN 46280CONCRETE PAVEMENTNot to scale4,000 PSI Concrete Paving(Ref: Spec. 321316)Compacted Aggregate BaseVaries (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.3.Various Finishes and Colors. Refer to Site Materials Plan.Welded Wire Mesh, asRequired by SpecicationsFinish Grade4"CONCRETE PAVING JOINT DETAILS1 1/2" = 1'-0"Concrete Paving(Refer to Spec. 321316 for Fiber Reinforcement,if Applicable)Sawcut JointSawcut Joint w/ Beveled Edge as Shown(Cut Profile based on ProEdge Beveled Blade'XL-V25', or Approved Equal)Concrete Paving(Refer to Spec. 321316 for Fiber Reinforcement,if Applicable)Thickened Edge Concrete Paving(Refer to Spec. 321316 for Fiber Reinforcement,if Applicable)Tooled Expansion Joint w/ 1/4" Exposed EdgeRadius, and w/ Pre-formed Joint Material, Zip-strip,and SealantTooled Contraction Joint w/ 1/4" Exposed EdgeRadiusConcrete Paving(Refer to Spec. 321316 for Fiber Reinforcement,if Applicable)Thickened Edge Concrete Paving(Refer to Spec. 321316 for Fiber Reinforcement,if Applicable)Tooled Expansion Joint w/ 1/4" Exposed EdgeRadius, and w/ Pre-formed Joint Material, Zip-strip,and Sealant1/2"Ø X 12"L Smooth Dowel, 18" O.C.,Centered in Concrete PavingConcrete Paving(Refer to Spec. 321316 for Fiber Reinforcement,if Applicable)Tooled Expansion Joint w/ 1/4" Exposed EdgeRadius, and w/ Pre-formed Joint Material, Zip-strip,and Sealant1/2"Ø X 12"L Smooth Dowel, 18" O.C.,Centered in Concrete PavingDrill Hole 1/8" Larger than Joint Dowel Ø to AllowFree Movement of DowelDrill Hole 1/8" Larger than Joint Dowel Ø to AllowFree Movement of Dowel1/4"1/4"1"1"1/4"1"EXPANSION JOINT WITHIN PAVING:EXPANSION JOINT @ VERTICAL CONSTRUCTION (FOR BUILDING ENTRY):EXPANSION JOINT @ VERTICAL CONSTRUCTION (NOT @ BUILDING ENTRY):CONTRACTION JOINT - SAWCUT:CONTRACTION JOINT - DOUBLE SAWCUT:CONTRACTION JOINT - TOOLED:Building Face atBuilding Entry thatRequires Protectionfrom Frost Heave ofConcrete PavingBuilding Face,Structure, Column,and/or Wall notRequiring JointDowel for ControllingFrost Heave1/2"1/2"1/2"NOTE:Brush out trowel marks either side of joint and do notretrace tooled joint after broom finish.NOTE:Brush out trowel marks either side of joint and do notretrace tooled joint after broom finish.NOTE:Brush out trowel marks either side of joint and do notretrace tooled joint after broom finish.NOTE:Sawcut joint as soon as possible after concretehardens. Concrete is hard enough when the bladedoes not dislodge aggregate and when the edges ofthe cut do not ravel. Complete sawcutting beforeshrinkage becomes sufficient to produce cracking.NOTE:Sawcut joint as soon as possible after concretehardens. Concrete is hard enough when the bladedoes not dislodge aggregate and when the edges ofthe cut do not ravel. Complete sawcutting beforeshrinkage becomes sufficient to produce cracking.NOTE:Brush out trowel marks either side of joint and do notretrace tooled joint after broom finish.UNIT PAVERSScale: 3/4" = 1'-0"3/4" Bituminous Setting Bed.Pre-Manufactured Unit Paving Edge Restraint,3/16" X 1-5/8" 'Structuredge' by Permaloc, MillFinishWelded Wire Mesh.Pedestrian Pavers, Sand Swept Joints.Basis of Design: Holland Paver, by MutualMaterials. Refer to Materials Plans.Concrete Paving Slab w/ Thickened Edge forUnit Paving Substrate1" Weep Hole at 10'-0" O.C., Both Ways, Drilled.Filled with Compacted Sand.#53 Stone, Compacted.#2 Stone, Compacted.Undisturbed or Compacted Subgrade.Thickened Concrete Slab.Provide SS DoweledExpansion Joint4" 2" 4"Varies (See Plan Sheets)Finish Grade; Pile Height Extends1/2" Above Adjacent HardscapeSYNTHETIC TURF (@ PLANTING AREA & FLUSH CURB)Scale: 1-1/2" = 1'-0"Synthetic Turf Surfacing;Refer to Materials Plan for Productsand Turf LocationsPlanting AreaTurn Down Synthetic Turf Surfacing @ Planting Areas and Extend12" Below Aggregate Base. Pin w/ 6" Nails per Manufacturer Rec.2 x 6 Buried Nailer Board, Contractor Option on Final Board Materialper Manufacturer's Recommendation for Radial Perimeter Application.NOTES:1.Slope subgrade to positively drain to underdrain system.2.Refer to materials plan for synthetic turf surfacing basis-of-design products.3.Synthetic turf blanket seams shall run in same direction.Compacted Subgrade to 90% Standard ProctorNon-woven Filter FabricPerimeter Nailer Board at Flush Curb(and at all Hardscape Conditions),Anchor Perimeter Nailer to Flush Curbper Manufacturer's WrittenInstructions. Contractor Option onFinal Board Material w/ Approval fromOwner6"Full Depth Aggregate Base Layer(s) for SyntheticTurf Surfacing to be Designed and Specified byTurf Manufacturer / Design Build Contractor(6" min. Depth)See Note 16"4" Perforated Underdrain with Non-wovenGeotextile Wrap in Aggregate Drainage Trench.Cap all Underdrain Ends at Installation(to be Connected to Storm System in Future)See Note 1Adjacent Conditions Vary; PlantingArea, Concrete Paving, Unit Paving, orFlush Curb (Ref: Materials Plan)Cast-in-Place Concrete Curb, Flush w/Relative Finish Grade. Reinforce w/Synthetic Fibers per SpecificationsREPURPOSED GRANITE UNIT PAVERSScale: 1" = 1'-0"Salvaged Granite Unit Pavers, hand tight andsand swept jointsSand Setting BedNon-woven geotextile fabric for first 12"of perimeter, turn up at sidwalk edgeConcrete pavement(adjacent), Refer toDetail 1/L500Compacted stone base;Contractor to ensurepositive drainageCompacted Subbase1" 4 3/4" 4"4"316" x 1 58" aluminum edging at all edgesnot against a rigid pavement.SYNTHETIC TURF (@ EXISTING PAVEMENT)1"=1'-0"Adjacent Conditions Vary, VIF Applicable Adjacencies forNailer Installation. Existing Concrete Paving or Unit Paving.Consult w/ Turf Manufacturer on Nailer InstallationRecommendationsCompacted SubgradeSubbase Layers will VaryDepending on HardscapeMaterial, VIFSynthetic Turf Surfacing Nailer alongTurf Perimeter. Anchor to ExistingHardscape System perManufacturer's Written InstructionsSynthetic Turf Surfacing;Refer to Materials Plan for Productsand Turf LocationsFull Depth Aggregate Base Layer(s)for Synthetic Turf Surfacing to beDesigned and Specified by TurfManufacturer / Design BuildContractor1762345NOT USED8NOT USED SITE DETAILSL601 Revision Date Description Date: Project No: Drawn by: Checked by:21-1513AMY, SG, SSDTF2023-01-275825 Lawton Loop E. Dr. | Indianapolis, IN 46216 317-485-6900 | www.context-design.com N O T F O R C O N S T R U C T I O N Permit Documents for the PARKWOOD CROSSING VILLAGE GREEN 550 E 96th St, Indianapolis, IN 46280Wire Rope CableSHADE SAIL POSTScale: 1-1/2" = 1'-0"Welded Steel Cap, Grind Welds SmoothSlope to DrainExposed Post Height, Varies (See Detail 2, This Sheet) 6 1/2" 6" 1 1/2"±3'-0"Ø(to be Verified by Manufacturer Engineering)Shackle Connection Tab, Welded to Post(by Manufacturer)D-ShackleTurnbuckle SystemD-ShackleShade SailRound Metal Column, Powder CoatFinish, Anchored to Cast-in-PlaceConcrete Footing via Integral Base Plate.Final Post Ø to be Verified byManufacturer Engineering1'-0"ØThreaded J Anchor Bolts, Embedded inCast-in-Place Concrete FootingMetal Base Plate, Powder Coat Finish,Welded to Post1" (Min.) Grout BedFinish Grade3" Hardwood Bark MulchPlanting Area SoilTotal Post Height, Varies (See Detail 2, This Sheet)Cast-in-Place ConcreteFooting. Full Footing Design,including StructuralEngineering, by ManufacturerTYPICAL SHADE SAIL PLANScale: 1/4" = 1'-0"3 4 ' - 9 " ±26'-0"NOTES:1.Post dimensions are taken from center of post to center of post, and dimensions illustrated are approximate.Confirm final post spacing with manufacturer's recommendations.2.Metal post powder coat color and shade sail fabric color to be approved by Owner from Manufacturer's fullrange of standard colors.3.Refer to Detail 1, this sheet for general shade sail post and and fabric connection details.4.Manufacturer to provide fully engineered and stamped (by licensed structural engineer) structural drawings forfooting systems, including base plate connections. Contractor shall coordinate with Manufacturer duringpurchasing process.Post 323'-0"POST HEIGHT SCHEDULE:Post 1: 11'-6" Exposed Height, 12'-0" Total HeightPost 2: 10'-6" Exposed Height, 11'-0" Total HeightPost 3: 9'-6" Exposed Height, 10'-0" Total HeightShade Sail FabricPost 1Post 2Post CenterlineGeometry forReference9 0 °Cast-in-PlaceConcrete Footing, Typ.Post Base Plate, Anchored toCast-in-Place Concrete Footing, Typ.Shade SailConnection w/Turnbuckles andShackles, Typ.Toward SyntheticTurf SurfacingTowardPlantingAreaTowardPlantingAreaSUSPENDED CANOPY DECORATIVE SLATTING DETAILSNot to Scale3/8" SS Cable/Wire RopeSS Rubberlined cushion P clamp, typ.1/4" Dia. 1" Lag ScrewsSS Bracket. Provide at eachcable-slat intersectionWOOD TO CABLE CONNECTION1"1"1/4" Dia. 1" Lag ScrewsSS Bracket. Provide at eachcable-slat intersectionCedar BoardVariesCenterline of cablesSS CableBRANDED METAL SCREENINGNot to scale2'-6"3'-6"4"9"NOTES:1.Contractor to carefully remove existing Metal Parkwood Screen Panels, Posts and Base Plates forrelocation per Plans. Contractor shall be responsible for full screen replacement if damage beyondrepair during removal and relocation. Contractor to touch up and correct all scratches andimperfections incurred during relocation process.2.Footing details are intended to replicate existing metal screen footings. If Contractor observesotherwise in the field notify Landscape Architect immediately.3.Provide min. 1,500 PSF bearing pressure at footing bearing (typ.).4.Centerline of footing at centerline of column (typ.).3'-6"3'-6" 10"10"4"5'-8"Existing 4" Sq. Sign Post to be Removedand Relocated per Plans3/4" Grout Bed7"SECTION:3"3"6'-0"3'-6" 3"6"6"6"PLAN:Cast-in-Place Concrete FootingExisting 10" Sq. Sign Post Base Plate to beRemoved and Relocated per Plans1/4" Mortar Setting BedFinish GradeHardwood Bark MulchPlanting Area Soil(4) 3/4"Ø x 2'-0"L Anchor Rods &Plate Washer w/ Double NutTapered Aggregate Base#5 @ 8" O.C., Both Ways, T&B.Turn All Top Bars down 18" Min.All Reinforcement Shall 3" Clearof Concrete Faces, Typ.Existing 4" Sq. Sign Post to be Removedand Relocated per PlansExisting 10" Sq. Sign Post Base Plate to beRemoved and Relocated per PlansExisting Parkwood Crossing Metal ScreenPanel to be Carefully Removed, Relocated,and Re-installed per PlansCast-in-Place Concrete Footing1234TYPICAL SUSPENDED CANOPY POST W/ BASEScale: 1" = 1'-0"NOTES:1.Ease all Metal Edges.2.Contractor Shall Submit Shop Drawings for Turn-key Suspended Canopy System,including Detailed Connection Components and Decorative Slatting Dimensions.3.Weld all Base and Post Plate Components.4.Install Canopy Post Level and Plumb.PLANMetal Post, Centered on Base PlateMetal Base PlateAnchor Bolt Holes, Drilled to Fit 3/8" ØJ Anchor Bolts, Typ.10'-0"Forged Threaded Stainless Steel Eye Bolt withCoupling Nut. Anchor Cable to Pole. StainlessSteel Catenary Cable Installed w/ 2" Max. Sag(Dimensioned from Highest Eye Bolt Mount perCable Run) After all Equipment has been Attached.6"4" Square, Black LDPE TubingPlug Cap4" x 4" x 316" Square Metal Post, Powder CoatFinish - Parkwood Gray to Match Existing SiteStructures. Coordinate w/ Owner on ColorSwatch ConfirmationSee Plan Enlargement AboveCast-in-Place Concrete Footing3'-0" Min.6"6"3"3"10" Sq.1 1/2"7"1 1/2"Compacted Aggregate BaseCompacted Subgrade1'-6"Ø Min.Cast-in-Place Concrete FootingMetal Base Plate, Welded to PostFinish Grade1" Grout Bed(4) 3/8" x 18" Galvanized Steel J Anchor Bolts,Embedded in Footing w/ 4" Exposure#4 Ties @ 10" O.C. Max.,Horiz. & Vert. (2" Clear Sides, 3" Clear Bottom)(3) #4 Ties Top 6" of FootingHardwood Bark MulchPlanting Area Soil5