HomeMy WebLinkAboutADS2-Tom Wood ServiceStormTech888-892-2694 | WWW.STORMTECH.COM®Chamber System4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: JRPROJECT #: CHECKED: N/ATHIS 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 ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.DATEDRWCHKDESCRIPTIONTWI - REV2INDIANAPOLIS, INSHEETOF25NOTES•MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH NOTE #6.32 FOR MANIFOLD SIZING GUIDANCE.•DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLDCOMPONENTS IN THE FIELD.•THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET.•THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FORDETERMININGTHE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION ISPROVIDED.•NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE.PROPOSED ELEVATIONSMAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):749.33MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):743.33MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):742.83MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):742.83MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):742.83TOP OF STONE:741.83TOP OF SC-310 CHAMBER:741.3315" x 12" BOTTOM MANIFOLD INVERT (12" PIPE):740.0812" ISOLATOR ROW PLUS INVERT:740.0812" BOTTOM CONNECTION INVERT:740.08BOTTOM OF SC-310 CHAMBER:740.0015" x 12" BOTTOM MANIFOLD INVERT (15" PIPE):739.84UNDERDRAIN INVERT:739.50BOTTOM OF STONE:739.50PROPOSED LAYOUT150STORMTECH SC-310 CHAMBERS20STORMTECH SC-310 END CAPS6STONE ABOVE (in)6STONE BELOW (in)40STONE VOID5128INSTALLED SYSTEM VOLUME (CF)(PERIMETER STONE INCLUDED)(COVER STONE INCLUDED)(BASE STONE INCLUDED)4071SYSTEM AREA (SF)300.7SYSTEM PERIMETER (ft)*INVERT ABOVE BASE OF CHAMBERMAX FLOWINVERT*DESCRIPTIONITEM ONLAYOUTPART TYPE0.90"12" BOTTOM PREFABRICATED EZ END CAP, PART#: SC310ECEZ / TYP OF ALL 12" BOTTOMCONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED EZ END CAPINSTALL FLAMP ON 12" ACCESS PIPE / PART#: SC31012RAMPBFLAMP-1.93"0.90"15" x 12" ADS N-12 (15" PIPE)15" x 12" ADS N-12 (12" PIPE)CMANIFOLD2.0 CFS OUTOCS (DESIGN BY ENGINEER / PROVIDED BY OTHERS)DCONCRETE STRUCTURE8.3 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)ECONCRETE STRUCTUREW/WEIR4" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAINFUNDERDRAINISOLATOR ROW PLUS(SEE DETAIL)PLACE MINIMUM 12.50' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDINGSTONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALLCHAMBER INLET ROWSBED LIMITS20'10'0114.69'35.68'107.96'32.83'CFBAED