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Home My WebLink AboutC7-4_Storm Details™ Phone (888) 344-9044 Fax (423) 826-21122733 Kanasita Drive, Suite 111, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.comAqua-Swirl Concentrator Model AS-8 BYP PCS Standard DetailAS-8 PCS STD01/06/15Scale:Drawn By:Document:Date:JCW1:30U.S. Patent No. 6524473 and other Patent Pending4 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 BackfillGravel Backfill 4 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]Slide 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.Ø96" [Ø2438 mm]5" [127 mm] MH Frame108"[2743 mm]108"[2743 mm]Aqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment SystemA48"[1219 mm] PCS MaxInletInternalBaffles* 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.Note: As an alternative, 42-inch OD, HS-20/25rated precast concrete rings may be substituted.14-inch thickness must be maintained. ™ Phone (888) 344-9044 Fax (423) 826-21122733 Kanasita Drive, Suite 111, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.comAqua-Swirl Concentrator Model AS-10 BYP PCS Standard DetailAS-10 PCS STD01/20/15Scale:Drawn By:Document:Date:JCW1:30U.S. Patent No. 6524473 and other Patent Pending4 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 BackfillGravel 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]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" long Stub-outby Manufacturer.Ø120" [Ø3048 mm]5" [127 mm] MH Frame132"[3353 mm]Aqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment SystemA132"[3353 mm]48"[1219 mm] PCS Max***Inlet* 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. ™ Phone (888) 344-9044 Fax (423) 826-21122733 Kanasita Drive, Suite 111, Chattanooga, TN 37343STORMWATER TREATMENT SOLUTIONS www.aquashieldinc.comAqua-Swirl Concentrator Model AS-4 BYP PCS Standard DetailAS-4 PCS STD01/06/15Scale:Drawn By:Document:Date:JCW1:20U.S. Patent No. 6524473 and other Patent Pending27"[686 mm] PCS MaxA66" [1676 mm]66" [1676 mm]OutletPipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Octagonal Base PlateSTORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™InternalBafflesSlide riser over top ringand bolt in 4 placesRiser68" [1727 mm]104"[2642 mm]to107" [2718 mm]Swirl Inlet/OutletBeddingUndisturbed SoilBackfill6" [152 mm]18" [457 mm]Section A-APlan ViewGrade (Rim)30" [762 mm]Rim elevations to match finishedgrade.Manhole Frame andCover by Manufacturer.(See Details)5" [127 mm] MH FrameVariesVariesBackfill 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)4 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 BackfillGravel 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 SystemØ54" [Ø1372 mm]AInletInternal Baffles* 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.Note: As an alternative, 42-inch OD, HS-20/25rated precast concrete rings may be substituted.14-inch thickness must be maintained. N/AC7-4STORM DETAILSSTATE OFREEN I GNELANOISSE FORPPE 10810099R E GISTEREDANAIDNIN IFERM.LASCHNEJ Architecture | Engineering | Interior Design1715 Magnavox WayFort Wayne, IN 46804260.432.9337930 North MeridianIndianapolis, IN 46204317.917.1190www.msktd.comSHEET TITLESHEET NUMBERBP#2B - SITE UTILITIES /BUILDING CONCRETEPROJECT NO.DATEMSKTD& AssociatesCancer Center 11700 N. Meridian Street Carmel, IN 46032 IU Health North7027 05-04-18A Project for:REV.DATEScale:Scale: 1" =0FOR CALLS IN INDIANACALL TOLL FREER3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451E-Mail cripe@cripe.bizArchitecture + Interiors | Engineering | Survey Energy + Facilities | Equipment Planning | Real EstateO:\2017\170335\20002\Cad\Engr\CDs\C703_Storm Details.dwg, July 24, 2018 9:49 AM, JACLYN ALTSTADT, © Paul I. Cripe, Inc.