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STRUCTURE PER PLAN I= <br /> ADS N-12 MANIFOLD(SIZE TBD BY ENGINEER/SEE TECH ,E <br /> HERS <br /> SHEET#7 FOR MANIFOLD SIZING GUIDANCE/ (DESIGN BY Y / <br /> PROVIDED BY OTHERS) S <br /> SHOWN AS 6'X6"/INVERT 13.6"ABOVE BASE OF CHAMBER) 30.00' ,� <br /> PROPOSED REDUCER TO CONNECT TO 28,00' 18"PREFABRICATED END CAP 1 <br /> ROOF DRAIN(SIZE TBD BY ENGINEER) PART#SC740EPE188 <br /> ADS N-12(SIZE TBD BY ENGINEER) 18•X 6' TYP OF ALL SC-740 18"AND E i 1 <br /> ISOLATOR ROW CONNECTIONS 8 <br /> INLET FROM ROOF DRAIN ECCENTRIC TEE ( l O o X <br /> j <br /> PLACE MINIMUM1WOVEN <br /> GEOTEAASHTO M288 / `� <br /> CLASS 1 WOVEN GOF ILE OVER y _._. <br /> BEDDING STONE FOR SCOUR PROTECTION <br /> AT ALL CHAMBER INLET ROWS <br /> y LL <br /> 3/ ;� c � z O <br /> o e <br /> /s/ �_ <br /> /I / 0 cai ¢ <br /> , <br /> INLET FROM ROOF DRAIN^ J—IN\\ % <br /> m oS <br /> Z <br /> F- 3 c< <br /> g = <br /> ADS N-12 MANIFOLD(SIZE TBD BY ENGINEER <br /> /SEE TECH SHEET#7 FOR MANIFOLD SIZING <br /> GUIDANCE/SHOWN AS 6"X 6") <br /> 9 <br /> OUTLET CONTROL STRUCTURE <br /> PER PLAN(DESIGN BY ENGINEER! <br /> INLET FROM ROOF DRAIN^ PROVIDED BY OTHERS) 8333= <br /> U ¢ <br /> :I lt.. I I _1 7---1' f9 i <br /> U v <br /> o a <br /> v w a <br /> 01 <br /> PROPOSED LAYOUT gw <br /> bw <br /> (54)STORMTECH SC-740 CHAMBERS 'lw.�w� <br /> INSTALLED WITH 6"COVER STONE,12"BASE STONE,40%STONE VOID -- a•1'- <br /> 3 <br /> INSTALLED SYSTEM VOLUME(PERIMETER STONE INCLUDED)=5,308 CF iX <br /> u <br /> INLET FROM ROOF DRAIN o o <br /> ti <br /> MANIFOLD NOTE: .\. P <br /> DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN ! <br /> CONSTRAINTS,IT MAY BE NECESSARY TO CUT&COUPLE ADDITIONAL PIPE TO n _ <br /> STANDARD MANIFOLD COMPONENTS IN THE FIELD. a R Y s <br /> NOTE ADS N-12 MANIFOLD(SIZE TBD BY ENGINEER 1 4/IEP <br /> : / !Ogg <br /> THE DESIGN ENGINEER MUST REVIEW THE PROXIMITY OF THE CHAMBERS TO THE <br /> ' <br /> 28.00 <br /> BUILDING/STRUCTURE.NO FOUNDATION LOADS SHALL BE TRANSMITTED TO THE !SEE TECH SHEET#7 FOR MANIFOLD SIZING 1 F 13 A <br /> CHAMBERS.ENGINEER MUST CONSIDER EFFECTS OF POSSIBLE SATURATED SOILS ON • 30.00' GUIDANCE!SHOWN AS 6"X 6") § g383� <br /> BEARING CAPACITY OF SOILS AND SEEPAGE INTO BASEMENTS. RP-kin <br /> • • • • • • • • • • • <br />