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HomeMy WebLinkAbout2021-03-30_C9.1 STORM DRAIN DETAILSTRUE NORTHREVISIONSNOTESREVISIONSNOTESSTAMP + SIGNATUREKEY PLANNo.DescriptionDateSanderson StewartBozeman,MT 59715Building ABuilding BSP103/30/2021HAVEN SITE PLANSUBMITTAL106 East Babcock, Suite L1Pond RowLot 3A, Van Horn SubdivisionBozeman, MT 59715STORM DRAINDETAILSC9.1NOT TO SCALESHEETOF DATE: PROJECT #: DRAWN: CHECKED: THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATE RESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS. 4640 TRUEMAN BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. REV DRW CHK DESCRIPTION SB #1 HAVEN Bozeman, MT 03/09/2021 JZ Tool2 5--- 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality CONCEPTUAL LAYOUT(19) STORMTECH SC-310 CHAMBERS(4) STORMTECH SC-310 END CAPSINSTALLED WITH 6 " COVER STONE, 6 " BASE STONE, 40% STONE VOIDINSTALLED SYSTEM VOLUME: 739 CFAREA OF SYSTEM: 612 FT²PERIMETER OF SYSTEM: 172 FTINSPECTION PORTPROPOSED STRUCTURE W/WEIR (DESIGN BYENGINEER / PROVIDED BY OTHERS)10" x 10" ADS N-12 BOTTOM MANIFOLD, INV 0.70"ABOVE CHAMBER BASE (SIZE TBD BY ENGINEER /SEE TECH SHEET #7 FOR MANIFOLD SIZINGGUIDANCE)ISOLATOR ROWPLACE MINIMUM 12.5' OF ADS GEOSYNTHETICS315WTK WOVEN GEOTEXTILE OVER BEDDINGSTONE AND UNDERNEATH CHAMBER FEET FORSCOUR PROTECTION AT ALL CHAMBER INLETROWS77.84'8.17'72.37'6.17'12" PREFABRICATED END CAP PART#SC310EPE12B TYP OF ALL SC-310 12"CONNECTIONS AND ISOLATOR ROWSCOMPUTER GENERATED CONCEPTUAL LAYOUT - NOT FOR CONSTRUCTION