HomeMy WebLinkAboutC801-SITE DETAILSReinforcementOctagonal Base PlateAqua-Swirl Concentrator Model AS-7 Off-Line Standard Detail∅93 3/8"Drawn By:Document:JTD04/18/061:20AS-7 STDScale:Date:16" OD MaxAArchedBaffleSTANDARD NOTE:1. System shall be designed for the following capacities: Peak Treatment Flow: 8.6 cfs Sediment Storage: 90 ft³ Oil/Debris Storage: 540 gal.114"STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™68"Section A-AVentArchedBaffleSwirl OutletManhole Frame andCover by Manufacturer.(See Details)16" OD MaxAVariesReinforcedTopRim elevations to match finishedgrade. HDPE risers can be fieldcut by Contractor.VentGrade (Rim)RiserInlet
Outlet106"102"Plan ViewPipe couplingby Contractor.12" long Stub-outby Manufacturer.Pipe couplingby Contractor.12" long Stub-outby Manufacturer.U.S. Patent No. 6524473 and other Patent Pending32"ODUndisturbed SoilBackfill42"12"Bedding™ Phone (888) 344-9044 Fax (423) 826-21122733 Kanasita Drive, Suite B, Chattanooga, TN 37343 www.aquashieldinc.comSTORMWATER TREATMENT SOLUTIONSRiserConcreteFrameCoverSoilConcreteGravel Backfill SoilManhole Frame & Cover DetailFor Non-Traffic Areas Only1/2"1/2"NTS1/2"4"Bollards shall be placed around accessriser(s) in non-traffic areas to preventinadvertent loading by maintenancevehicles.Place small amount ofconcrete to support andlevel manhole frame. DONOT allow manhole frameto rest upon HDPE riser.Gravel Backfill * Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation.** Orientation may vary from 90°, 180°, or custom angles to meet site conditions.Gravel Backfill shall extend atleast 3.5 feet outward fromSwirl Concentrator and for thefull he
ight of the Sw
irlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)SwirlInlet90°"**ACTUAL CONFIGURATION SHALL BE A TIGHT HORSESHOE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW™ Phone (888) 344-9044 Fax (423) 826-21122705 Kanasita Drive, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.comAqua-Swirl Concentrator Model AS-5 Horseshoe PCS Standard DetailAS-5 PCS STD01/31/12Scale:Drawn By:Document:Date:JCW1:20U.S. Patent No. 6524473 and other Patent Pending* Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation.** Orientation may vary from 90°, 180°, or custom angles to meet site conditions.Backfill shall extend at least 18inch [457 mm] outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)Pipe couplingby Contractor.12" long Stub-outby Manufacturer.STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™VentArchedBaffleSlide riser over top ringand bolt in 4 placesRiser68" [1727 mm]104" [2642 mm]Swirl InletSwirl OutletBeddingUndisturbed SoilBackfill6" [152 mm]18" [457 mm]Section A-APlan View72"[1829 mm]72"[1829 mm]Inlet12" [305 mm] PCS MaxAVentArched BaffleOctagonal Base PlateØ60" [Ø1524 mm]Grade (Rim)30" [762 mm]Rim elevations to match finishedgrade. PCS risers should NOT be fieldcut by Contractor.Manhole Frame andCover by Manufacturer.(See Details)5" [127 mm] MH FrameVariesVaries4 1/2" [114 mm]1/2" [13 mm]1" [25 mm]Manhole Frame & Cover DetailNTSFor Non-Traffic Areas OnlySoil1" [25 mm]Unless other traffic barriers are present,bollards shall be placed around access riser(s)in non-traffic areas to prevent inadvertentloading by maintenance vehicles.SoilPlace small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.RiserFrameCover48" [1219 mm] Min.12" [305 mm]Wrap Compressible ExpansionJoint Material to a minimum1-inch [25 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.Backfill (90%Proctor Density)ConcreteConcrete8" [203 mm]Gravel Backfill
Gravel Backfill4 1/2" [114 mm]CoverFrame1" [25 mm] ThickExpansion JointMaterial30" [762 mm]Riser#4 [13 mm] Rebar@ 6" [152 mm]Each Way14" [356 mm]1/2" [13 mm]3,000 psi [20 MPa](min) ConcreteManhole Frame & Cover DetailFor Traffic Loading AreasNTSIf traffic loading (H-20) is required or anticipated, a 4-foot [1.22 m]diameter, 14-inch [356 mm] thick reinforced concrete pad must beplaced over the Stormwater Treatment System Riser to support andlevel the manhole frame, as shown. The top of riser pipe must bewrapped with compressible expansion joint material to a minimum1-inch [25 mm] thickness to allow transfer of wheel loads frommanhole cover to concrete slab. Manhole cover shall bear on concreteslab and not on riser pipe. The concrete slab shall have a minimumstrength of 3,000 psi [20 MPa] and be reinforced with #4 [13 mm]reinforcing steel as shown. Minimum cover over reinforcing steel shallbe 1-inch [25 mm]. Top of manhole cover and concrete slab shall belevel with finish grade.Backfill (90%Proctor Density)48" [1219 mm]Aqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment SystemPipe couplingby Contractor.12" long Stub-outby Manufacturer.Outlet
12" [305 mm] PCS MaxA47"[1194 mm]DETAIL 302 - STRUCTURE 200 DETAILSFRONT VIEWSIDE VIEWINLETOUTLETAS-5 DETAILSSCALE: 1" = 5'PLAN VIEWSECTION A-AAAAS-7 DETAILSSCALE: 1" = 5'PLAN VIEWSECTION A-AAAOwnerMechanical / Electrical EngineerCivil EngineerArchitect / Landscape Architect101 South Pennsylvania StreetIndianapolis, Indiana 46204317-633-4040Structural Engineer02000.0003850 Priority Way S. Dr #204Indianapolis, IN 46240317-571-8795530 E. Ohio Street GIndianapolis, IN 46204317-655-7777* HAND SIGNATURE ON FILE
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STERED11460 N Meridian StreetCarmel, IN 46032317-705-505010 ShoShone Dr.Carmel, IN 46032317-324-6024COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE ANDSHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE,DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS,INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.SHEET TITLESHEET NUMBERKEY PLANSHEET ISSUENPROJECT NO.SEAL | DATEC801SITEDETAILS1Early Bid Package Structural & Site Engineering04/26/192Addendum 1 to Early Bid Package05/10/193100% Core and Shell Construction Documents06/03/194IDHS Review06/10/195ADLS Cycle 3 Resubmittal06/11/196SI #2 Cycle 4 City Comments08/09/1906/21/19