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PLAN VIEW StormCeptor <br />INSTALLATION <br />SCALE = 1" = T-0" <br />StormCeptor LID <br />NOT TO SCALE <br />O NOTES: <br />REVISIONS <br />�N <br />IN <br />N <br />N <br />1. THE USE OF FLEXIBLE PIPE CONNECTORS IS RECOMMENDED AT THE INLET AND OUTLET WHERE <br />APPLICABLE. <br />0 <br />O <br />0 <br />0 <br />8' <br />2. <br />THE COVER SHOULD BE POSITIONED SO THAT THE DROP INLET PIPE AND THE OIL CLEANOUT PIPE <br />N <br />o <br />N <br />ARE ACCESSIBLE FROM GRADE. <br />< <br />N <br />t0 <br />1 <br />1' <br />3. <br />ALL JOINTS SHALL HAVE NEOPRENE GASKETS CONFORMING TO ASTM C433. <br />10 <br />4. <br />DESIGNED FOR AASHTO HS -20 LOADING. <br />5. <br />THE 8t0M 8pW SYSTEM IS PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: <br />#4985148, #5498331, #5725760, #5753115, #5849181. <br />1'O VENT (TYPICAL <br />6. <br />PRODUCT WEIGHT: 48"0 BARREL = 870 lbs/ft, INTEGRAL BASE SLAB = 1380 lbs, COVER SLAB = 1660 lbs <br />8 9 <br />EAST JORDAN IRON WORKS MODEL <br />OF 2) <br />8" THICK <br />1090 -FRAME AND 26-" SOLID VENTED <br />COVER WITH STORMCEPTOR <br />/ <br />7. <br />SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN. <br />CONCRETE PAD <br />LETTERING OR EQUAL <br />\ <br /><<</ </� <br />8. <br />REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM SURFACE. <br />y <br />/ / < / < <br />< < < < C < < C <br />/ \/ \/ \/ \/ \/ \/ \/ \/ <br />TOOL SLOTS <br />(TYPICAL OF 2) <br />9. <br />REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN LENGTH. PLACE REBAR <br />6" FROM SIDES OF MANHOLE. <br />o <br />w <br />y <br />\ \ \ \ \ \ \ \ \ <br />a <br />o <br />❑ <br />10. <br />CHAMFER CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING <br />r <br />'m <br />CONCRETE. <br />w <br />w <br />INLET <br />FLEXIBLE <br /><<<<<<<<<<<<<<<<<<<<< <br />PIPE <br />11. <br />SEE SITE SPECIFIC PLANS FOR ACTUAL STORMCEPTOR PLACEMENT AND ORIENTATION. <br />CONNECTORS <br />(SEE NOTE <br />02'-2" COVER <br />< STORMCEPTOR <br />12. REFER TO SITE SPECIFIC PLANS FOR ACTUAL PIPE RUNS. <br />`/ </ </ </ <br />13. <br />THE INLET & OUTLET ARE FIXED AT A DIFFERENCE OF 3" IN ELEVATION. <br />REINFORCED< <br />\ \ <br />< < < < < < < < <br />14. <br />SEE CIVIL PLANS FOR SITE SPECIFIC ELEVATIONS. <br />- <br />I <br />OUTLET <br />METALFRAME <br />< <br /><<<<<<<<< / <<<<<<<< <br />15. <br />INSTALL EAST JORDAN IRONWORKS MODEL 1090 -FRAME AND 26 -'SOLID VENTED COVER WITH <br />— <br />\< <br />STORMCEPTOR LETTERING OR EQUAL. <br /><< < < < < < < < < < < < <br />1 12 <br />,s <br />< <<<�< < <br />` <br />CONTRACTOR <br />NOTE: <br />TO PLUG INLET & OUTLET PIPES, & WATER TEST UNIT PRIOR TO BACKFILL. CONTRACTOR TO <br />1 12 <br />807 <br />PROVIDE WRITTEN DOCUMENTATION (LETTER OR E-MAIL) OF TEST RESULTS & DIGITAL PHOTOGRAPHS TO <br />DIAMOND Z ENGINEERING. APPROVAL FROM DIAMOND Z ENGINEERING IS REQUIRED PRIOR TO BACKFILL & <br />CONCRETE PLACEMENT. <br />z <br />z <br />z <br />7 <br />8 9 8" THICK <br />rc � <br />W <br />CONCRETE <br />z❑�� <br />PAD <br />max Nw <br />z O.T <br />NF3a <br />a d <br />ONWZ�p <br />a TWO <br />W♦♦LL <br />SECTION THROUGH StormCeptor INSTALLATION <br />SCALE = 1" = T-0" <br />SECTION THROUGH StormCeptor <br />LID <br />NOT TO SCALE <br />Nd <br />9 75 9 <br />807 2 <br />Z <br />4 ° a <br />a d <br />4 a <br />v <br />Z <br />d d <br />d 4 <br />® cc <br />W <br />48"x8" COVER <br />W <br />7 8 REINFORCED <br />METAL FRAME <br />Z <br />GRADE <br />ADJUSTERS TO <br />��II�� <br />SUIT FINISHED <br />V <br />GRADE <br />26.%" DIA. <br />W <br />3 <br />4"0 OIL CLEANOUT <br />?: <br />HANDLE FOR <br />MIN. 15"HIGH <br />REMOVABLE DROP <br />TEE <br />- <br />15 <br />1 12 <br />12 1 <br />ORIFICE PLATE <br />AND HOOD <br />I <br />J yL <br />INLET <br />24-X" DIA. <br />UL <br />—4 <br />d N <br />UL <br />OUTLET <br />J Q Nz a <br />U <br />a <br />39" DIA. <br />W LL ¢ <br />ice <br />=� <br />:k <br />UL UN <br />J <br />'SA <br />p <br />Po <br />INSERT <br />LUH <br />0 <br />J <br />ec <br />Quo <br />Lu <br />13 14 <br />,3 14 <br />B <br />p <br />C <br />006 <br />z$ <br />4"OOUTLETRISER <br />7 <br />.I.+¢m <br />12"ODROPTEE(, <br />PIPE <br />2 <br />INLET PIPE <br />3 <br />(REMOVABLE) <br />C <br />pmt <br />L <br />e=q <br />O/ <br />H <br />i2 <br />UX <br />SCALE: <br />4'0 <br />5" <br />1" = 1'-0" <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/25/2015 <br />PROJECT NO. <br />CA -1098 <br />DRAWING NO. <br />T-6 <br />