HomeMy WebLinkAboutC803-Details-Be WellC803JOB#: BWF.001DATE: 06/04/21
DRAWN BY: RCW
(317) 251-1738 (FAX) 251-1923
INDIANAPOLIS, INDIANA 46220
6555 CARROLLTON AVENUE
www.rw-engineering.com
CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS
CONSTRUCTION DETAILS
12430 CLARK STREET
BE WELL FAMILY CARE
CARMEL, INDIANA-MANHOLE & INLETSSTORM SEWERAqua-Swirl Concentrator Model AS-3 BYP PCS Standard DetailDate:01/06/15Scale:Document:Drawn By:AS-3 PCS STD1:20JCWU.S. Patent No. 6524473 and other Patent Pending™ Phone (888) 344-9044 Fax (423) 826-2112 www.aquashieldinc.comSTORMWATER TREATMENT SOLUTIONSPlan ViewOutletInternal BafflesOctagonal Base PlateAPipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Ø42" [Ø1067 mm]54"[1372 mm]STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™Slide riser over top ringand bolt in 4 placesRiser68" [1727 mm]104" [2642 mm]Gravel Backfill shall extend atleast 3.5 feet outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)Swirl Inlet/OutletBeddingUndisturbed SoilBackfill6" [152 mm]18" [457 mm]Section A-AGrade (Rim)30" [762 mm]Rim elevations to match finishedgrade.Manhole Frame andCover by Manufacturer.(See Details)5" [127 mm] MH FrameVariesVariesAqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System4 1/2" [114 mm]ConcreteGravel BackfillPlace small amount ofconcrete to support andlevel manhole frame. DONOT allow manhole frameto rest upon HDPE riser.Soil1/2" [13 mm]1/2" [13 mm]Manhole Frame & Cover DetailNTSFor Non-Traffic Areas OnlyCoverFrameRiserConcreteGravel BackfillSoil1/2" [13 mm]Bollards shall be placed around accessriser(s) in non-traffic areas to preventinadvertent loading by maintenancevehicles.Inlet54"[1372 mm]A21"[533 mm] PCS MaxInternalBaffles2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343* 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.180°**