HomeMy WebLinkAboutC805 SITE DETAILS2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343Phone (888) 344-9044 Fax (423) 826-2112www.aquashieldinc.comStructure #:Drawn By:Scale:Date:6/26/2019RvwedRvw. DateU.S. Patent No. 6524473 and other Patent PendingAqua-Swirl XCeleratorAs ShownOFloresAqua-Swirl Stormwater Treatment SystemStandard DetailXC-4 CCW STDXC-4 STDAqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System12 in[305 mm]Manhole Frame & Cover DetailFor Non-Traffic Areas OnlyNTS4 in[1219 mm] Min.Gravel BackfillConcreteWrap Compressible ExpansionJoint Material to a minimum1/2-inch [13 mm] thickness aroundtop of riser to allow transfer ofinadvertent loading frommanhole cover to concrete slab.RiserSoilCoverFrame1/2 in[13 mm]1/2 in[13 mm]Place small amount ofconcrete [3,000 psi [20MPa] (min)] to supportand level manhole frame.DO NOT allow manholeframe to rest upon riser.Backfill (90%Proctor Density)8 in[203 mm]4 1/2 in[114 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.Manhole Frame & Cover DetailFor Traffic Loading AreasNTSCoverFrame48 in[1219 mm] Min.Backfill (90%Proctor Density)3,000 psi [20 MPa](min) Concrete#4 [13 mm] Rebar@ 6 in [152 mm]Each Way30 in [762 mm]Riser1/2 in[13 mm]4 1/2 in[114 mm]14 in[356 mm]1/2 in [13 mm] ThickExpansion JointMaterialIf 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 minimum1/2-inch [13 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.Please see accompanied Aqua-Swirl specification notes. See SitePlan for actual System orientation. Approximate dry (pick) weight:2000 lbs [900 kg].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)BackfillBeddingUndisturbed soil18 in[457 mm]6 in[152 mm]11As an alternative, 42 in [1067 mm] diameter, HS-20/25rated precast concrete rings may be substituted. 14 in[356 mm] thickness must be maintained.XC-4 inlet/outlet pipe size ranges up to 27 in [686 mm].XC-4 chamber height may vary up to 99 in [2515 mm],depending on inlet/outlet pipe size.Orientation may vary from a minimum of 90° to amaximum of 180°. Clockwise or counterclockwiseorientation as needed.2332Plan ViewSCALE 1:40 66 in[1676 mm] 66 in[1676 mm] n27 in[686 mm] n27 in[686 mm]2Octagonal Base Plate Ø54 in[Ø1375 mm]Elevation ViewSCALE 1:40 57 in[1448 mm] 99 in[2515 mm][1067 mm][940 mm] 5 MH Frame[127 mm] n30 in[762 mm]Band Couplerby Manufacturer.(as needed)RiserManhole Frame andCover by Manufacturer.(See Details)Rim elevations tomatch finish grade.Pipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.44el. VariesInlet/Outlet Invertel. Variesel. VariesGrade (Rim) el. VariesPipe couplingby Contractor.12 in [305 mm]long Stub-outby Manufacturer.180° n54 in[1372 mm]Projected ViewSCALE 1:70Optional inletorientations available(See note 4)STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™This is a sample detail, please contact AquaShield, Inc. for more information.1. Where high groundwater elevations are present oranticipated, Contractor shall supply 3 inches of fiberreinforced concrete inside the swirl chamber to preventbase plate deflection and buoyancy. In addition,Contractor shall supply concrete anti-floatation pad pouredover the octagonal base plate of the swirl to preventbuoyancy.AGENERAL NOTES:VentPlan ViewOctagonal Base PlateArched BaffleArchedBaffleASwirl Inlet Manhole Frame andCover by Manufacturer.(See Details)Grade (Rim) Rim elevations to match finishedgrade. HDPE risers can be fieldcut by Contractor.Swirl OutletVentRiserInlet OutletPipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Pipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Section A-AOctagonalBase PlateFiber ReinforcedConcrete3" [76 mm]ConcreteAnti-Floatation PadWcVariesHcVaries12"[305 mm]Bedding42"[1067 mm]UndisturbedSoilUndisturbedSoilDescription of RevisionTreatment SystemAqua-Swirl StormwaterAnti-Floatation Ring Detail www.aquashieldinc.com Phone (888) 344-9044 Fax (423) 826-21122705 Kanasita Drive, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONSU.S. Patent No. 6524473Scale:Date:Drawn By:Document:Rev. DateConcrete Ring DetailBLR08/22/081:20ASTM D 2321 Class II CrushedStone Backfill with 90%Proctor DensityASTM D 2321 Class I CrushedStone Backfill with 95%Proctor DensityWcVariesConcreteAnti-Floatation PadGravelBackfillGravelBackfill8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
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APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:313-863
FEBRUARY 1, 2022
DRAFT
DRAFT
GLOBAL POWER AND
CONSTRUCTION, INC.
HIGHER GROUND EDUCATION CARMEL
10216 N. MICHIGAN ROAD
CARMEL, INDIANA 46032
530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
STORMWATER DETAILS
JCB
AS NOTED48AQUA SWIRL XC-4 INLINE UNIT DETAILC805AQUA SWIRL ANTI-FLOATATION DETAIL02/01/2022