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8'-0" <br /> 2-2"PVC SCHED 40 CUT-OUTS. O <br /> �, 'iriMill , CONDUITS TO EXISTING BUILDING. <br /> I USE RIGID CONDUIT THROUGH <br /> FLOOD ; � � I CONCRETE AND 1'BEYOND. - <br /> SWITCH il <br /> JI ,i' ��\ i __ <br /> J-Box K' <br /> I . . I /r <br /> I <br /> to =1.�IIb41151. — lib IIMI= \\ FLOW © I FLOW \� <br /> Ii t --Z lib iI . J o <br /> �I __A! I� ,L L � v <br /> � -- <br /> v ,, / <br /> SUMP PUMP DISCHARGE, _ <br /> PLAN CONTINUATION R PLAN <br /> CLEAN OUT SUMP PUMP <br /> f DISCHARGE <br /> ff d <br /> EL=334.11' "T'FITTING <br /> WM -- — --------- GATE VALVE <br /> .1111 <br /> 12"MIN RISER <br /> . TO RECEPTICLE (HEIGHT VARIES) <br /> _i co <br /> 0 <br /> 2-2"PVC SCHED 40 CUT-OUTS. <br /> �) 011. 1/7:--CHECK VALVE <br /> EL=341.T <br /> CONDUITS TO EXISTING BUILDING. = L ' <br /> 0 <br /> USE RIGID CONDUIT THROUGH © \ <br /> r <br /> O O CONCRETE AND 1'BEYOND. ' I' <br /> 1111 PROVIDE ELECTRICAL GFI OUTLET. R <br /> ATTACH TO MANHOLE WALL AS Q II <br /> HIGH ON WALL AS SUMP PUMP <br /> oo CORD ALLOWS. © _ ' O SUMP LIQUID PUMP <br /> IE=340.1 _��i4 1 3 _NIPQ© 1 `:JI _ _ 6 <br /> .ilk �� 4"MIN <br /> LINK SEAL EL=330.5' S -i "�e1111RI J <br /> 'ram - (TYP OF 2) - BOT OF MH �� I' �, i i 'I <br /> • <br /> I <br /> IE=330.8' �j ..! i 8-�_ i' FLOW © II FLOW I\/ <br /> z �0 T I I I I SUMP PUMP <br /> II i <br /> EL=329.3' 11 <br /> "111 <br /> I -- 24"DIA STEEL PIPE <br /> — - - = SECTION D <br /> E L <br /> I] <br /> SECTION C 2 ETER VAULT DETAIL <br /> C130 ' •LE: NTS <br /> rg <br /> ig <br /> a ® 12" DRAIN CONNECTION INTO BACKFLOW VAULT <br /> 19. SCALE: 1/2"=1'-0^ METER VAULT MATERIAL SCHEDULE <br /> a O1 WELD 4"FLANGE TO CROWN OF 24"DIA OS PROVIDE CUT-OUT TO ACCOMMODATE 12" <br /> x N BACKFLOW PREVENTION VAULT MATERIAL SCHEDULE NOTES:P. <br /> STEEL PIPE.PROVIDE 4"GATE VALVE WITH <br /> ISOLATION KIT TO CONNECT FLANGES. DIA CORRUGATED PVC PIPE <br /> " PROVIDE 4"FLANGE WITH 2"NPT ON GATE O6 PROVIDE 4"MIN DEPTH OF CITY PROVIDED <br /> a <br /> `▪ e 0 12"GV,FLGxFLG,OPERATING NUT 0 PRECAST CONC VAULT(PER SPEC 33 05 17). 1. CONTRACTOR TO PROVIDE DI SPOOL TO CITY FOR VALVE. SAND,90%MIN COMPACTION <br /> PROVIDE ADDITIONAL GRADE RINGS AS REQ'D. STORAGE AFTER VERIFYING FIT.PROVIDE AND <br /> S O2 12"DI SPL,FLG X PE,LENGTH AS REQ'D INSTALL 12"BLIND FLANGE ON EACH GV IN VAULT. 0PROVIDE 72"REINF CONC RISER SECTION, 0GROUT FLOOR TO PROVIDE SLOPE TO <br /> 0 CRUSHED SURFACING BASE COURSE PER BASE WITH SUMP CUT-OUT AND FLAT TOP MANHOLE SUMP,MIN 2%SLOPE <br /> a§ ! 0 12"RFCA,EBAA MEGAFLANGE OR APPVD EQ WSDOT 9-03.9(3)12"THK WITH 36"x36"OPENING. <br /> OS SUMP PUMP,ZOELLER MODEL M98,OR <br /> a o a 012"DI SPL,PE,24"IN LENGTH,NORMALLY 0 FRP LADDER,OSHA APPVD,LENGTH AS REQ'D 0INSTALL 36"X36"LOCKING FRAME&COVER. APPVD EQ.SEE DET THIS SHEET <br /> REMOVED W/1'PULL UP EXTENSION <br /> W 5 <br /> 0 INSERTION METER,PROVIDED BY CITY. 0 FRP LADDER,OSHA APPVD,LENGTH AS REQ'D <br /> 0 SST AD!PIPE SUPPORT,BOLT TO FLOOR 10 SUMP PUMP,ZOELLER M98 OR APPVD EQ W/1'PULL UP EXTENSION <br /> (STANDON MODEL 596 OR APPVD EQ)NO FIELD <br /> 3 iu = CUTTING OF PIPE SUPPORT ALLOWED,TYP OF 2 11 GROUT FLOOR TO PROVIDE SLOPE TO VAULT <br /> SUMP,MIN2%SLOPE <br /> 3 t' i 06 4-0"X 6-0"VAULT ACCESS HATCH PER SPEC <br /> o 3 SECT 05 50 00. <br /> 2.▪1 <br /> d I' Drawn <br /> a Ha,' EVERETT REPLACEMENT OF RESERVOIR 2 <br /> Drawing <br /> Cf, a 02/10/21 CEH PER ADDENDUMNO.2 Checked CEH / .r , PUBLIC WORKS CIVIL DETAILS <br /> % >NO. DATE APRVD REVISION Desw Renew Level `3 murraysmith` 3200CedarStreet VAULT DETAILS $h60 <br /> PLANSISSUEDFORWORK ORDER UP3658 60 <br /> t Everett WA 98201 <br /> o A a <br /> BID CONST I RECORD �''ANAI.V�J t 415.257.8800 everettwa.gov 126 <br /> - - ACTION DATE APRVD ACTION DATE I APRVD ACTION DATE APRVD /I <br /> Of Total <br />