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HomeMy WebLinkAbout029 C7.4-DETAILSRANGE 5 APARTMENTS Bozeman, Montana Any unauthorized reproduction or use of this information without the expressed written consent of Bechtle Architects is a violation of U.S. copyright laws. Copyright © 2023 Bechtle Architects 3825 Valley Commons Drive #3 Bozeman, MT 59718 406.585.4161 ph 406.585.6919 fax BECHTLEARCHITECTS THIS LINE IS 1 INCH LONG WHEN PRINTED TO FULL SCALE May 07, 2024PO BOX 888 Belgrade, MT 59714SITE PLANSUBMITTALTAOMNNAR N GEOSEFSINAL ROPEINECOTEETHAN LNo. 60593PEELICNES D05/07/202423-013.1JOB:REVISION SCHEDULENo. Description Date1 SP 01 01/25/242 SP 02 05/07/24C7.4DETAILSNOTES• 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.ISOLATOR 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 LIMITSSTORMTECH SYSTEM #131SCALE: NTSNOTES• 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.ISOLATOR 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 LIMITSSTORMTECH SYSTEM #142SCALE: NTSNOTES• 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.ISOLATOR 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 LIMITSSTORMTECH SYSTEM #153SCALE: NTSNOTES• 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.ISOLATOR 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 LIMITSSTORMTECH SYSTEM #164SCALE: NTSCONCEPTUAL ELEVATIONS:MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.50MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.17MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):2.67MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):2.67MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):2.67TOP OF STONE:2.00TOP OF SC-160LP CHAMBER:1.508" ISOLATOR ROW PLUS INVERT:0.588" x 8" BOTTOM MANIFOLD INVERT:0.58BOTTOM OF SC-160LP CHAMBER:0.50BOTTOM OF STONE:0.00PROPOSED LAYOUT52 STORMTECH SC-160LP CHAMBERS14 STORMTECH SC-160LP END CAPS6STONE ABOVE (in)6STONE BELOW (in)40 STONE VOID1000INSTALLED SYSTEM VOLUME (CF)(PERIMETER STONE INCLUDED)(COVER STONE INCLUDED)(BASE STONE INCLUDED)983SYSTEM AREA (SF)158.9SYSTEM PERIMETER (ft)*INVERT ABOVE BASE OF CHAMBERMAX FLOWINVERT*DESCRIPTIONITEM ONLAYOUTPART TYPE0.96"8" x 8" BOTTOM MANIFOLD, MOLDED FITTINGSAMANIFOLD2.2 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)BCONCRETE STRUCTUREW/WEIR6" SEE DETAILCINSPECTION PORT62.86'57.40'14.58'16.58'84.30'78.75'27.00'25.00'CONCEPTUAL ELEVATIONS:MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.50MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.17MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):2.67MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):2.67MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):2.67TOP OF STONE:2.00TOP OF SC-160LP CHAMBER:1.508" x 8" BOTTOM MANIFOLD INVERT:0.588" ISOLATOR ROW PLUS INVERT:0.58BOTTOM OF SC-160LP CHAMBER:0.50BOTTOM OF STONE:0.00PROPOSED LAYOUT114 STORMTECH SC-160LP CHAMBERS24 STORMTECH SC-160LP END CAPS6STONE ABOVE (in)6STONE BELOW (in)40STONE VOID2044INSTALLED SYSTEM VOLUME (CF)(PERIMETER STONE INCLUDED)(COVER STONE INCLUDED)(BASE STONE INCLUDED)1969SYSTEM AREA (SF)222.6SYSTEM PERIMETER (ft)*INVERT ABOVE BASE OF CHAMBERMAX FLOWINVERT*DESCRIPTIONITEM ONLAYOUTPART TYPE0.96"8" x 8" BOTTOM MANIFOLD, MOLDED FITTINGSAMANIFOLD2.2 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)BCONCRETE STRUCTUREW/WEIRCONCEPTUAL ELEVATIONS:MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.50MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.17MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):2.67MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):2.67MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):2.67TOP OF STONE:2.00TOP OF SC-160LP CHAMBER:1.508" ISOLATOR ROW PLUS INVERT:0.588" x 8" BOTTOM MANIFOLD INVERT:0.58BOTTOM OF SC-160LP CHAMBER:0.50BOTTOM OF STONE:0.00PROPOSED LAYOUT71 STORMTECH SC-160LP CHAMBERS22 STORMTECH SC-160LP END CAPS6STONE ABOVE (in)6STONE BELOW (in)40 STONE VOID1332INSTALLED SYSTEM VOLUME (CF)(PERIMETER STONE INCLUDED)(COVER STONE INCLUDED)(BASE STONE INCLUDED)1300SYSTEM AREA (SF)161.3SYSTEM PERIMETER (ft)*INVERT ABOVE BASE OF CHAMBERMAX FLOWINVERT*DESCRIPTIONITEM ONLAYOUTPART TYPE0.96"8" x 8" BOTTOM MANIFOLD, MOLDED FITTINGSAMANIFOLD2.2 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)BCONCRETE STRUCTUREW/WEIR6" SEE DETAILCINSPECTION PORT55.74'50.28'24.92'22.92'112.99'107.22'20.83'22.83'CONCEPTUAL ELEVATIONS:MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.50MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.17MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):2.67MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):2.67MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):2.67TOP OF STONE:2.00TOP OF SC-160LP CHAMBER:1.508" ISOLATOR ROW PLUS INVERT:0.5812" x 8" BOTTOM MANIFOLD INVERT (8" PIPE):0.58BOTTOM OF SC-160LP CHAMBER:0.5012" x 8" BOTTOM MANIFOLD INVERT (12" PIPE):0.40BOTTOM OF STONE:0.00PROPOSED LAYOUT141 STORMTECH SC-160LP CHAMBERS20STORMTECH SC-160LP END CAPS6STONE ABOVE (in)6STONE BELOW (in)40 STONE VOID2528INSTALLED SYSTEM VOLUME (CF)(PERIMETER STONE INCLUDED)(COVER STONE INCLUDED)(BASE STONE INCLUDED)2435SYSTEM AREA (SF)271.6SYSTEM PERIMETER (ft)*INVERT ABOVE BASE OF CHAMBERMAX FLOWINVERT*DESCRIPTIONITEM ONLAYOUTPART TYPE-1.17"0.96"12" x 8" REDUCING CONCENTRIC MOLDED FITTINGS (12" PIPE)12" x 8" REDUCING CONCENTRIC MOLDED FITTINGS (8" PIPE)AMANIFOLD4.9 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)BCONCRETE STRUCTUREW/WEIR6" SEE DETAIL (TYP 2 PLACES)CINSPECTION PORTCBACBABABA