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Home My WebLink About011_C5.6_ADSDetailsFILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION906 N. ROUSE AVEADS DETAILSALTOS PHOTONICSNORTHERN PACIFIC ADD., BLOCK 116, TRACT 24ABOZEMAN, MTC5.6 RPE24141_DETAIL_PROD.DWGCS10/04/2024SITE PLAN SUBMITTAL12/20/2024-----SITE PLAN SUBMITTAL-------24141.01 StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber System4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: CSPROJECT #: 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.DATEDRWCHKDESCRIPTIONALTOS PHOTONICSBOZEMAN, MT, USASHEET OF4 12 NOTES •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 MANIFOLD COMPONENTS 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. *INVERT ABOVE BASE OF CHAMBER ISOLATOR ROW PLUS (SEE DETAIL) BED LIMITS 051013.13'6.17'7.58'4.17'B A CONCEPTUAL ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.50 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.17 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):2.67 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):2.67 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):2.67 TOP OF STONE:2.00 TOP OF SC-160LP CHAMBER:1.50 8" x 8" BOTTOM MANIFOLD INVERT:0.58 8" ISOLATOR ROW PLUS INVERT:0.58 BOTTOM OF SC-160LP CHAMBER:0.50 BOTTOM OF STONE:0.00 PROPOSED LAYOUT: BED 1 2 STORMTECH SC-160LP CHAMBERS 4 STORMTECH SC-160LP END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 STONE VOID 73 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 81 SYSTEM AREA (SF) 38.6 SYSTEM PERIMETER (ft) MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 0.96"8" x 8" BOTTOM MANIFOLD, MOLDED FITTINGSAMANIFOLD 0.96"8" BOTTOM CONNECTIONBPIPE CONNECTION StormTech888-892-2694 | WWW.STORMTECH.COM®Chamber System4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473DATE: DRAWN: CSPROJECT #: 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.DATEDRWCHKDESCRIPTIONALTOS PHOTONICSBOZEMAN, MT, USASHEET OF3 12 NOTES •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 MANIFOLD COMPONENTS 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. *INVERT ABOVE BASE OF CHAMBER ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 12.50' OF ADSPLUS625 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS 051043.11'15.75'37.18'13.75'C B A D F E CONCEPTUAL ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.00 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):5.00 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):4.50 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):4.50 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):4.50 TOP OF STONE:3.50 TOP OF SC-740 CHAMBER:3.00 12" x 12" TOP MANIFOLD INVERT:1.54 12" BOTTOM CONNECTION INVERT:0.60 24" ISOLATOR ROW PLUS INVERT:0.51 BOTTOM OF SC-740 CHAMBER:0.50 BOTTOM OF STONE:0.00 PROPOSED LAYOUT: BED 2 15 STORMTECH SC-740 CHAMBERS 6 STORMTECH SC-740 END CAPS 6 STONE ABOVE (in) 6 STONE BELOW (in) 40 STONE VOID 1374 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED) (COVER STONE INCLUDED) (BASE STONE INCLUDED) 679 SYSTEM AREA (SF) 117.7 SYSTEM PERIMETER (ft) MAX FLOWINVERT*DESCRIPTIONITEM ON LAYOUTPART TYPE 0.10"24" BOTTOM PREFABRICATED EZ END CAP, PART#: SC740ECEZ / TYP OF ALL 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWSAPREFABRICATED EZ END CAP INSTALL FLAMP ON 24" ACCESS PIPE / PART#: SC74024RAMPBFLAMP 12.50"12" x 12" TOP MANIFOLD, ADS N-12CMANIFOLD 1.20"12" BOTTOM CONNECTIONDPIPE CONNECTION 3.5 CFS IN30" DIAMETER (24.00" SUMP MIN)ENYLOPLAST (INLET W/ ISO PLUS ROW) 2.0 CFS OUT30" DIAMETER (DESIGN BY ENGINEER)FNYLOPLAST (OUTLET)