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SEE NOTE 2 <br /> SLOTTED GRATE <br /> (ADA—COMPLIANT) <br /> 12" 12" 8" CHANNEL WIDTH 9" MIN <br /> 10"CEMENT CONC MIN 3/4"PREMOLDED JOINT /—ADJACENT <br /> CONCRETE PANEL <br /> N FILLER W/JOINT SEALANT <br /> d G ° <br /> NOTES: <br /> d 1. A MINIMUM CONCRETE STRENGTH OF <br /> 4 3000 PSI IS RECOMMENDED. THE <br /> °d CONCRETE SHOULD BE VIBRATED TO <br /> d ELIMINATE AIR POCKETS. <br /> III III 2. THE FINISHED LEVEL OF THE <br /> iII—III ` —II ASPHALT MUST BE APPROXIMATELY <br /> a e VERTICAL#4 REBAR 0 24" OC 1/8"ABOVE THE TOP OF THE <br /> 6"CSBC III III— CHANNEL EDGE. <br /> COMPACTED LONGITUDINAL#4 REBAR 0 6" OC <br /> SUBGRADE z z <br /> PRECAST POLYMER <br /> CONCRETE CHANNEL 0O PORTLAND CEMENT <br /> CONCRETE, SEE NOTE 1 <br /> TRENCH DRAIN DETAIL <br /> NTS — <br /> ELECTRICAL CONDUIT FOR PUMP CONTROL/POWER CABLES <br /> COORDINATE WITH ELECTRICAL CONTRACTOR FOR SIZE, MATERIAL <br /> AND LOCATION. POWER CABLES SUPPORTED BY STAINLESS STEEL WATER—TIGHT <br /> FLOAT HANGER. PUMP POWER CORDS NOT SHOWN. CABLE GROMMET <br /> ALUMINUM HATCH COVER GALVANIZED DIAMOND <br /> PLATE COVER <br /> DUPLEX JUNCTION BOX <br /> 2" STAINLESS STEEL GUIDE / a <br /> a PUMP STATION SCHEDULE <br /> RAIL ASSEMBLY(TYP) / � A HWL ALARM 421.10 <br /> CONCRETE B HIGH FLOW PUMP ON 414.50 <br /> / j \ HWL ALARM 2'X3'X3' C 12"INLET 414.50 <br /> FLOAT HANDHOLE D WATER QUALITY PUMP ON 413.75 <br /> TREE E WATER QUALITY PUMPS OFF 413.50 <br /> 3" FM, DI ^� °'`1 84" DIAMETER MH F LOW WATER ALARM 412.88 <br /> G BTM ELEV 412.00 <br /> 3" FM, DI a <br /> HIGH FLOWS PUMP <br /> w i HIGH FLOW PUMP ON BIK77_ 12" INLET C <br /> WATER QUALITY PUMP WA R A TY P MP N <br /> (2 TOTAL) = WATER UAUTY PUMPS OFF E <br /> LOW WATER ALARM W <br /> PLAN VIEW WITH VAULT <br /> m <br /> a <br /> PLAN SECTION <br /> 6" ANTI—FLOAT <br /> BASE EXTENSION <br /> PUMP STATION 2 <br /> NTS - <br /> ox <br /> 1. LEI NO. DATE REVISION MCOB MAINTENANCE IMPROVEMENTS DRAWN:TLC PROJECT NO.:20-002 <br /> E ti�6 p8 WASy�`Yrl <br /> kpff <br /> FACILITIES MASTERPLAN PHASE 3A DESIGNED:CJM DATE:DECEMBER 22,2020 <br /> 0 <br /> 7100 HARDESON ROAD,EVERETT WA 98203 CHECKED:LAW PERMIT SUBMITTAL <br /> o E 1601 5th Avenue,Suite 1600 �p "EC�STF.BF'O DRAWING NO.: <br /> Seattle,WA 98101 a �`� <br /> "'4S/ONAL gyp\8.622.5822 GRADING AND DRAINAGE DETAILS CG .06 <br /> = WO` <br /> o x vw.kpif.com 12/11/20 <br />