HomeMy WebLinkAbout170309003_L601SITE DETAILSL601 Revision Date Description Date: Project No: Drawn by: Checked by:21-1513AY, SG, SSDTF2023-01-275825 Lawton Loop E. Dr. | Indianapolis, IN 46216
317-485-6900 | www.context-design.com
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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 Soil51 03.24.2023 City Comments