HomeMy WebLinkAbout2018.02759.CE.C600.SD-C601™ Phone (888) 344-9044 Fax (423) 826-21122733 Kanasita Drive, Suite 111, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.comAqua-Swirl Concentrator Model AS-9 BYP PCS Standard DetailAS-9 PCS STD01/20/15Scale:Drawn By:Document:Date:JCW1:30U.S. Patent No. 6524473 and other Patent Pending5 3/8" [137 mm]5/8" [15 mm]1 3/16" [30 mm]Manhole Frame & Cover DetailNTSFor Non-Traffic Areas OnlySoil1 3/16" [30 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.RiserFrameCover57 5/8" [1463 mm] Min.14 3/8" [366 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)ConcreteConcrete9 5/8" [244 mm]Gravel BackfillGravel Backfill5 3/8"CoverFrame1" [25 mm] ThickExpansion JointMaterial30" [762 mm]Riser#4 [13 mm] Rebar@ 6" [152 mm]Each Way16 13/16"5/8"3,000 psi [20 MPa](min) ConcreteManhole Frame & Cover DetailFor Traffic Loading AreasNTSIf traffic loading (HS-25) 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)57 5/8"InternalBafflesSlide riser over top ringand bolt in 4 placesRiser114"[2896 mm]to128" [3251 mm]Swirl Inlet/OutletGrade (Rim)30" [762 mm]Rim elevations to match finishedgrade.Manhole Frame andCover by Manufacturer.(See Details)VariesVaries68"[1727 mm]STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™Backfill shall extend at least 18inches [457 mm] outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)BeddingUndisturbed SoilBackfill6" [152 mm]18" [457 mm]Section A-APlan ViewOutletAInternal BafflesOctagonal Base PlatePipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Ø108" [Ø2743 mm]5" [127 mm] MH Frame120"[3048 mm]120"[3048 mm]Aqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System48"[1219 mm] PCS Max***InletA* 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.***See Representative for larger pipe diameters available.Note: As an alternative, 42-inch OD, HS-20/25rated precast concrete rings may be substituted.14-inch thickness must be maintained.180°**PLOT DATE: 10/7/2019 4:36 PMPLOT SCALE: 1:2.5849 EDIT DATE: 10/7/2019 EDITED BY: NHORGAN DRAWING FILE: P:\2018\02759\D. Drawings\Civil\Construction Documents\2018.02759.CE.C600.SD.dwg
9025 River Road, Suite 200 | Indianapolis, Indiana 46240TEL 317.547.5580 | FAX 317.543.0270www.structurepoint.comProject NumberCERTIFIED BYISSUANCE INDEXDATE:PROJECT PHASE:REVISION SCHEDULENO.DESCRIPTIONDATE04/17/2019DP/ADLS2018.02759INDIANAPOLISREHABILITATIONHOSPITAL1260 CITY CENTER DRIVECARMEL, INDIANA 46032WB DEVELOPMENT PARTNERS4441 W AIRPORT FREEWAYSUITE 330IRVING, TEXAS 75062PHONE: (214) 699-5137C601SITE DETAILS