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HomeMy WebLinkAboutS-051005EXTERIOR FP MANHOLE POSI ITANK AT CENTER OF m ® #5 REBAR MATT CONCRETE TREMILE SEAL (7 SACK) © 1� 8.00• 2' II 1 �� Illl�a PIPING I��IIII- 2'- 104'x" o ow I CO3 J - 111IGI_ =.4� ACCESS HATCH FRAME DRAIN VIII PVC DRAIN PIPING ► TOLSUMP PIT. 7841 !(,F Tpp F (3) - 6' HIGH x 12' DIA. RISER CONCRETE SECTIONS C C04 O #5 REBAR MATT CONCRETE TREMILE SEAL (7 SACK) © 1� 8.00• 0 PIPING 6 -0 © 2' 1 ' CENTERLINE PIPING 2'- 104'x" ow CO3 15" DIA. SUMP PUMP ACCESS HOLE �FN pcNFTRgn ACCESS HATCH FRAME DRAIN PVC DRAIN PIPING TOLSUMP PIT. 7841 !(,F Tpp F PLAN VIEW 1„ = 2' -0„ NOTE: SEE DWG. E02 ELECTRICAL EQUIPMENT PLAN FOR ELECTRICAL AND CONTROL CONDUIT PENETRATIONS INTO CONCRETE MANHOLE TOP SLAB. 34.92 33.08' m - 5" STEEL CHANNEL, EPDXY COATED AND BONDED INTO TANK iui MATERIAL LEGEND 1 so ° STABILIZATION MATERIAL MIG III - -I NATIVE MATERIAL STRUCTURAL FILL WHERE REQUIRED 0 d �o` TOP COURSE °'. o j/ PAVEMENT STRUCTURE LEGEND m PRECAST CONCRETE VALVE VAULT, EQUAL TO UTILITY VAULT MODEL 675 -LA, PROVIDE 18" SQUARE BY 18" DEEP SUMP PIT AS SHOWN. ® 12 FOOT I.D. CIRCULAR CONCRETE MANHOLE, TWO RISER SECTIONS SHOWN, CONNECT MANHOLE RISER JOINT AND TOP SLAB AS DETAILED ON DWG. NO. C04, DETAIL A, TO PROVIDE BUOYANCY RESTRAINT OF FRO TANK. ® NOT USED ® 9 FOOT DIAMETER FIBERGLASS REINFORCED PLASTIC (FRP) TANK, SEE DWG. NO. UO3 FOR DETAILS. NOTE: THE CONCRETE MANHOLE, CONCRETE VAULT, FIBERGLASS TANK, AND ACCESS HATCHES ARE TO BE DESIGNED TO WITHSTAND THE SPECIFIED LOADS. EQUIPMENT LEGEND ® 4' -0" x 6' -0" DOUBLE ALUMINUM DIAMOND PLATE ACCESS DOOR EQUAL TO BILCO TYPE JD, DOORS TO LOCK IN VERTICAL POSITION WITHOUT MOVEMENT, SPRING ASSISTED OPENING, H -20 LOAD RATED, MILL FINISH, RECESSED HASP COVERED WITH HINGED LID. MOUNT PER MANUFACTURER'S RECOMMENDATIONS. ALL HARDWARE AND FASTENERS SHALL BE TYPE 316 STAINLESS STEEL. ROUTE 1W" PVC DRAIN PIPE FROM FRAME ALONG TANK WALL TO BELOW INTERIOR GRATING. ENGINEERING CALCULATIONS SHALL BE PROVIDED TO SUBSTANTIATE H -20 LOAD RATING. ® REMOVABLE FRP GRATING AT TOP OF SUMP PIT TO SUPPORT 200 PSF. TOP OF GRATING TO BE FLUSH 'MTH FINISHED VAULT FLOOR. © 15" I.D. WATERTIGHT MANHOLE ACCESS COVER O FRP ACCESS LADDER, EQUAL TO EXTREN SERIES 625 SEE DETAIL B, DWG. NO. UO2 FOR POSITIONING AND MOUNTING DETAILS. ® ALUMINUM ACCESS LADDER, SEE DETAIL C, DWG. NO. UO2 FOR FABRICATION, POSITIONING, AND MOUNTING DETAILS. EXTERIOR OBLIQUE VIEW 1" - 4' -0" ,7 ° _r-/o ELEVATION VIEW CO3 1" = 2' -0" REVISED TO CONFORM SCHEDULE A ONLY TO CONSTRUCTION RECORDS TSCHEDULZ OF RENTON — 1992 LIFT STATION IMPROVEMENTS EL Xq� RH2 ENGINEERING P.S. DATE CHEDULE A: COTTONWOOD L.S. REPLACEMENT DWG NO. IQ. o. B: LAKE WASHINGTON L.S. #2 REHABILITATION 9P F Q03 1277.20 STRUCTURAL 16727 f tot i - 0 "')' . ° TER ♦ SIGNED R 1t -I, nVA 1 t I�le�. AND DE �IONAL� "``- '°- I� \(1 \Illti It I I, R\ H1D ... � `11 �� 11 , 10/6, /92 ('21110 "''" "II6 ADDENDUM 1 MLM ORE 10/0/92 ExalrzES a /z /ea s Sc IIATIS I'S I.na> 1�:t c11 CTNWD09 MLM DRE SHOWN AUG 09, 1994 24 1 5 OF 20 I i I 1 1 1 1 A I I 1 1 $ I I I A® A.— ® ® w I _ M -A i A I I IA I- I I- I® I I_ I I I Al