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f 6'0" PORTALBE PUMP H015} ' ALVANIZED STEEL, 500LB CAPACITY ELECTRICAL PANELS AND OPERATOR WOOD STRUCTURE TO HELP PROTECT BOLT OR PRE-CAST SNORT INTO CONCRETE LID (2). FROM WEATHER, (2x t 4x CONSTRUCTION) 30"x48" HINGED AND ASSISTED PARKWAY PITCH ROOF IN SOUTHERLY DIRRECTION LID (ALUMINUM OR GALVANIZED STEEL) NEMA 4 t 3R RATED ELECTRICAL PANELS PRE-CAST CONCRETE LID (8'0"x8'0"x9'T) WITH DUPLEX ALTERNATING PUMP CONTROL MAGNETIC FLOW PETER PANEL, HINGED ACCESS COVER CAST-IN-PLACE ELECTRICAL SUPPLY PANEL AND MANUAL 481X48"D VALVE BOX WITH TWO PIECE EMERGENCY TRANSFER SWITCH 4" 'U' SHAPE * ASSISTED PARKWAY COVER AND WITH 230V PLUG-IN FOR SUPPLY BY ISCREENED VENT POURED CONCRETE BASE WITH 2" DRAIN FUTURE FORCE MAIN TO NEW 48' MANHOLE PORTABLE GASOLINE GENERATORT INSTALL TEMPORARY BLIND FLANGE CONCRETE ELECTRICAL PAD AND SWING CHECK VALVE, 4' D.I.P., FLANGED PANEL MOUNT (2'O"x4'0"x6") NEW 48" TIE-IN MANHOLE #3 OVER EXISTING 9" GLOBE VALVE IN BOX, 4" D.I.P., FLANGEDRAVITY LINE FROM IMHOFF TA"K TO PONDS GROUND SURFACE (SEE MANHOLE DETAIL SHEET 5) CONCRETE FOOTINGS FOR WOOD POSTS (4) 810" 3" 2'0" 72" � MlN. 49" 36" _ Lj ill g o ^--------- 6" 48" 48" - ----- --- --- -- -- --- - -a. ---------- RIGID SCN 40 PVC CONDUITS FOR � f ELECTRICAL SUPPLY, PUMP CONTROLS i 4 44 44 4 44 4 a 44 4 a 4 • 4 n i AND FLOW METER --- LOW TO BE PLUGGED AND ABANDONED -- — - 4" -- - -� 15'0" kiFLAP VALVE AT END -_ --- - BURIED 4" DUTILE IRON PIPE FORCE MAIN `F_— - (4) SLIDE GUIDE BARS WITH MECHANICAL FITTINGS TO EXISTING 1 --------- -- 2" NOMINAL GALVANIZED PIPE IMHOFF TANK -- MURCURY MECHANICAL FLOATS 4" THICK POURED CONCRETE BASE WITH 4" D.I.P. FORCE MAIN 6" CRUSHED WASHED ROCK SUB-BASE NEW 48' TIE-!N MANHOLE #I OVER EXISTING 5/16" CASE HARDENED GALVANIZED PULL CHAIN, 36"x36'x48"D VALVE BOX WITH 3/16" STAINLESS STEEL PULL CABLE, OR EQUAL GRAVITY FROM MOKELUMNE AND SARTINI ASSISTED PARKWAY COVER AND MANOR (SEE MANHOLE DETAIL SHEET 5) s 4" CAST IRON DISCHARGE CONNECTIONPOURED CONCRETE BASE WITH 2" DRAIN 12" RCP (REINFORCED CONCRETE PIPE) WITH 2" LONG 3/4" DIA. ANCHOR BOLTS INLINE MAGNETIC FLOWMETER, 4", FLANGED GRAVITY SEWER LINE FROM NEW I WITH REMOTE SENSOR 48" DIAMETER TIE-IN MANHOLE f I FILLET WITH MOTOR AT 60-DEGREE (FISCHER-PORTER OR EQUAL) ANGLE FROM HORIZONTAL 2' SCREENED DRAIN INLET (2) 15' DEEP WET WELL CONSTRUCTED FROM 72" DIA. PRE-CAST MANHOLE RINGS. ff I 2" SCH 80 PVC DRAIN FROM VALVE DUPLEX ALTERNATING SUBMERSIBLE 4 WATER PROOF INTERIOR OF WETT BOXES TO WET WELL PUMP SYSTEM ON SLIDE RAILS 60 WELL WITH VANDEX SUPER, SEAL 12" WET WELL FLOAT SWITCH SCHEDULE DESIGN POINT, 200-GPM O 24-FT CONCRETE RINGS WITH VANDEX (MEASURED FROM BOTTOM OF WET WELL FLYGT PUMPS FP3102.090-492LT c MORTOR, BY VANDEX, OR EQUAL ) SHP, 23OV, 60NZ, 3 PHASE OR EQUAL HIGH LEVEL ALARM 76' OPERATING POINT, 235-GPM O 26-FT 0 LAG PUMP ON 7 " OPERATING POINT, 420-GPM O 29-FT ~ ;• LEAD PUMP ON 42' POURED CONCRETE BASE (8'0'x8'0'x 12"T) a Q 6q 4 4444444'4414;4 ,a q 4e a as a a 4a a 444 a4 a�a 4 a 4 24" CHRUSHED & LPUMPS OFF 14" OW LEVEL ALARM t ti" 4a a 4 na 4 4�1 4a!a4aa',4444"A aa 4 saa4 WASHED ROCK REDUNDANT OFF 14 REVISIONS SCALE SUMITTED cryL-EWAWNMLNru•-SL*Vrf s-RANWW " DATE DESCRIPTION APPROVED DATE NAME DATE HOUSING AUTHORITY OF THE SHEET y/�^°° � UR n�MN D : 1m A/m/_ " a,�a,,,,,, DA U WA LD E R I COUNTY OF SAN JOAQUIN EC. c o s /0° ' �`� a ENGINEERING, I N C THORNTON, CALIFORNIA 3 or 5 /+s/os onrcl sm�tpw I Avo sum ZM u lean E �Ilf►�11"t.i... iM•/M Iw•.a .. -� I ILT CTI TIA�I �I I`aiaYnal a„P„