HomeMy WebLinkAboutSU8_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-10 BYP HDPE Standard DetailAS-10 STD03/20/15Scale:Drawn By:Document:Date:JCW1:30U.S. Patent No. 6524473 and other Patent PendingAqua-Swirl High Density Polyethylene (HDPE)Stormwater Treatment System4 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 BackfillAAInletOutletPlan ViewInternal BafflesOctagonal Base PlatePipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Structural RailRiserGrade (Rim)Manhole Frame andCover by Manufacturer.(See Details)Rim elevations to match finishedgrade. HDPE risers can be fieldcut by Contractor.Swirl Inlet/OutletStructural RailInternalBafflesSTORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™Section A-ABackfill(Sand orCrushedStone)BeddingUndisturbed SoilGravel Backfill shall extend atleast 2 feet [610 mm] outwardfrom Swirl Concentrator and forthe full height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MH DetailBelow)* Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation.**Orientation may vary from 90°, 180°, orcustom angles to meet site conditions.4 1/2" [114 mm]Gravel Backfill1/2" [13 mm]1" [25 mm]Manhole Frame & Cover DetailNTSFor H-20 Traffic Loading AreasConcretePaving1" [25 mm]Wrap Compressible ExpansionJoint Material to a minimum1-inch [25 mm] thickness aroundtop of riser to allow transfer oftraffic loading from manholecover to concrete slab.Backfill (90%Proctor Density)Support and Levelmanhole frame withconcrete pad. DO NOTallow manhole frame torest upon HDPE riser.RiserFrameCoverGravel BackfillConcretePaving3" [76 mm] Typ.12" [305 mm]12" [305 mm]If traffic loading (H-20) is required or anticipated, a concretepad must be placed over the entire Stormwater TreatmentSystem per concrete design as calculated by Engineer.Sample details of concrete pad available upon request.NO SCALEST BMP-1 (AS-10)MANUFACTURER'S - DETAIL ADETENTION BASIN BOTTOM = 772.00'CLASS "A" PRECASTREINFORCED INLETINV. ELEV. 772.50'NO SCALE2'-6"3'-6"PLAN4'-6"6" Ø ORIFICETYP6"6" Ø ORIFICETYP6"3'-6"12"PIPE12" OUTFALLBOX777.10'TOP INLETFINISH GRADEBOLTED TO STRUCTUREINLET FRAME & GRATESECTIONPRECAST REINFORCEDCONCRETE INLET BOX770.50'BOTTOM ELEV.6"3'-6"2'-6"INV. ELEV. 771.00'12"NEENAH R-3455-A12" OUTFALLPIPECOMPACTED SUBGRADEBASE SET ON 6" OF#8 OR #2 STONE6"6" Ø UNDERDRAIN6" Ø UNDERDRAIN6"INV. ELEV. 771.00'6" Ø ORIFICEINV. ELEV. 771.00'6" ORIFICE PLATEOUTFALL STRUCTURE DETAIL - DETAIL FUNDERDRAIN DETAIL - DETAIL BNO SCALEEXTERNAL BAND6" MIN. #2 STONEPIPEKOR-N-SEAL OREQUAL EXPANDINGBANDBOOTRESILIENT PACKINGTO AVOID SHEARPRECAST MANHOLE BOTTOMEFFECTTYPE 1: SOIL-TIGHT USING NON-SHRINKGROUT AND CORRUGATED PIPEHDPE PIPE UNDERDRAINNON-SHRINK GROUT(SOIL-TIGHT)PIPE CONNECTION - DETAIL CINLET OR MANHOLE4.0 OZ./SYD. GEOTEXTILE#8 WASHED AGGREGATESLOPE12"1"
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6" TOPSOIL - SEE PLANNO SCALEPIPE CONNECTION TO MANHOLE - DETAIL ENO SCALE25' (SEE PLAN)TOP OF BANKELEV. = 783.00MAX. WATER SURFACE ELEVATION = 78X.XX'6" DOUBLE WALL PIPE,PERFORATED HANCOR Hi-Q,TYPE 4 PIPE OR EQUIVALENTPER SECTION 401.01 OF THECARMEL STORM WATERTECHNICAL STANDARDSNO SCALEDOWNSPOUT BOOT - DETAIL DCOORDINATE DOWNSPOUT ANDDRAIN LAYOUT WITH FOOTINGCONSTRUCTION. PROVIDE CUTOUTIN FOOTING AS SHOWN OR ASREQUIRED.SEE ARCH.& STRUC.PLANS5'FINISH FLOOR18"MIN.AA24"MAX.FOOTINGREDUCER AS REQUIREDSEE ARCH. PLANS FORDOWNSPOUT SIZEC.I. PIPE, SEEPLAN FOR INV. ATBUILDING WALLS8" NO-HUB/ SPIGOT WITH ZURNMODEL #Z-1445-A-BPIRON TEE W/ BRONZE PLUGNON-SHRINK GROUTFINISH GRADENON-SHRINK GROUTSECTIONTEE-WYEBUILDING WALLNON-SHRINK GROUT(TYPICAL)SEE ARCH. PLANS FORDOWNSPOUT SIZEPLAN VIEW"A" = DIAMETER AS SHOWNCLEANOUT WHERE INDICATEDPERIMETER DRAINON THE PLAN SHEETPERIMETER DRAINBUILDING WALLCUT AND FORM DOWNSPOUTAS REQUIRED AND AS APPROVEDTO FIT CLEANOUT HUB.TEE-WYEFOOTING BEYONDCUTOUT8" PVC8"DIVISION 33
SITE CONTRACTOR
DIVISION 7
CONTRACTOR
THE SITE CONTRACTOR SHALL COORDINATE THECONSTRUCTION OF THE DOWNSPOUTS BOOTS WITH THESTRUCTURAL AND ARCHITECTURAL PLANS. PROVIDE ALLFITTINGS NECESSARY TO COMPLETE THE DETAIL AS SHOWN ORAS REQUIRED.COPYRIGHT 2019 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTPROJECT NUMBER: 2019199.00INDOOR FACILITYAT BADGERFIELDSCLAY TOWNSHIP5459 E MAIN STREETCARMEL, INDIANAPROJECT ISSUE DATE: 06.08.2020DRAWN BY: MTPREV.NO.DESCRIPTIONDATE11300453SOISTATE OFORPFESNEER NLAENG
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SNo.TEREDACNIK.NDCONSTRUCTION DOCUMENTSPROJECT MANAGER: CNKADDENDUM #16/25/2020ADDENDUM #27/1/2020ADDENDUM #37/8/2020COC REVISIONS10/5/2020UTILITY DETAILSSU2.4