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CONSTRUCTION NOTES <br />❑1 CONTRACTOR <br />TO <br />INSTALL <br />FORCE MAIN MAINTAINING CONSTANT UPWARD <br />SLOPE FROM <br />LIFT <br />STATION <br />TO DISCHARGE MANHOLE. <br />❑2 RESTRAIN ALL PRESSURE PIPING, PROVIDE CLASS 350 CEMENT MORTAR <br />LINED DUCTILE IRON PIPE W/ 8 -MIL POLYWRAP PER CITY OF STOCKTON <br />STANDARDS. <br />F3 BLOCK ALL VALVES AND PROVIDE SUPPORT FOR PIPING AND METERS. <br />FURNISH AND INSTALL DUPLEX FLYGT PUMPS, MODEL CP3102.181, WITH <br />5HP, 240V, 60HZ 3 PH EXPLOSION PROOF MOTORS. PROVIDE <br />ULTRASONIC LEVEL SENSOR AND CONTROLLER (MILLTRONICS OR EQUAL) <br />PUMP MANUFACTURER TO PROVIDE ON-SITE TRAINING IN ACCORDANCE <br />WITH CITY OF STOCKTON PUMP STATION GUIDELINES. <br />❑5 PROVIDE MINIMUM 10 PIPE DIAMETERS BETWEEN FLOW METER AND <br />UPSTREAM VALVE. <br />❑7 PROVIDE 7 COPIES OF ALL SUBMITTALS FOR REVIEW AND APPROVAL. <br />SUBMITTALS TO INCLUDE PUMPS, PIPING (INCL. MFR DATA AND <br />LAYOUT DWGS), VALVES, VAULTS & ACCESSORIES, ENCLOSURE, <br />SCRUBBER, AND COMPRESSOR. SUBMITIALS SHALL MEET ALL CRITERIA <br />AS REQUIRED BY CITY OF STOCKTON PUMP STATION GUIDELINES. <br />g� PROVIDE 6 COPIES OF OPERATION AND MAINTENANCE MANUALS FOR <br />ALL EQUIPMENT. 0&M MANUALS SHALL CONFORM TO CITY OF <br />STOCKTON PUMP STATION GUIDELINES. <br />❑g TRAINING TO INCLUDE SCRUBBER, COMPRESSOR, VFD AND MCC <br />OPERATION AND MAINTENANCE. TRAINING IS TO BE PER THE CITY OF <br />STOCKTON PUMP STATION GUIDELINES. <br />10 ALL PUMPS AND EQUIPMENT SHALL BE FACTORY AND FIELD TESTED <br />PER CITY OF STOCKTON PUMP STATION GUIDELINES PRIOR TO FINAL <br />ACCEPTANCE. <br />[6 PROVIDE 8' DIA PRECAST CONCRETE MANHOLE WITH 6'X4' H-20 <br />TRAFFIC RATED COVER. PROVIDE FLAPS ON PIPES ENTERING WETWELLS <br />TO PREVENT ODOR MIGRATION. <br />12" FLEX COUPLING <br />A 6" FLEX COUPLING <br />6" PLUG VALVE F <br />8'x10' PRECAST CONCRETE VAULT 8'-0" 2'-6" 4'-0" 12" MAG METER (FUTURE) <br />W/TRAFFIC RATED HATCH W/ SAFETY <br />GRATE AND LIFT ASSIST \ <br />12" PLUG VALVE <br />12" x 6" RED. TEE <br />12" X 6" RED. FLANGE - <br />6" FLEX COUPLING (TYP.) <br />PRESSURE GAUGE (TYP)- <br />6" PLUG VALVE (TYP) <br />6" CHECK VALVE (TYP)- <br />6" FLEX COUPLING (TYP) <br />8" SD INV=25.70 --*" <br />6" BLIND FLANCE <br />PUMP (TYP) <br />8' DIA WET WELL <br />8" SD INV= 25.70 <br />N i <br />SCALE: 1"=5' <br />2" MALE QUICK CONNECT PE - <br />2" FEMALE QUICK_ <br />CONNECTxFNPT <br />2" OUTLET <br />VALVE SUPPORT SEE NOTE 6---- <br />2" <br />----2" CLEANOUT ---, <br />2" SHUTOFF VALVE <br />2" FLUSHING CONNECTION <br />W/BALL VALVE <br />4"MIN <br />3 -0 x4 -0 x4 CLASS A <br />CONCRETE BASE W/WELDED <br />WIRE FABRIC <br />PROVIDE 4" SLEEVE <br />W/ANNULAR TYPE SEAL <br />4.0'x6.3' PRECAST CONCRETE <br />�VAULT W/TRAFFIC RATED HATCH <br />W/ SAFETY GRATE AND LIFT <br />ASSIST <br />i <br />B B <br />I <br />-7 <br />N <br />6" MAG METER <br />NOTE: CONTRACTOR TO PROVIDE <br />SLEEVE AND ANNULAR SEAL <br />(LINK SEAL OR EQUAL) <br />AT ALL VAULT PENETRATIONS (TYP) <br />6" DIP FM CL EL 19.10 (TYP) <br />18" SS INV 9.00 <br />\\--6'x4' OUTLINE OF DOUBLE -LEAF <br />ALUMINUM TRAFFIC RATED HATCH <br />W/SAFETY GRATE AND LIFT ASSIST <br />NOTE <br />PUMP CONTROL SEQUENCE STARTUP: <br />HW ALARM EL 6.0 <br />LAG PUMP ON EL 3.0 <br />LEAD PUMP ON EL 1.8 <br />OFF LEVEL EL 0.0 <br />PUMP CONTROL SEQUENCE PHASE 11_ BUILDOUT: <br />HW ALARM EL 8.9 <br />BACKUP PUMP ON 8.7 <br />LAG PUMP ON EL 8.5 <br />LEAD PUMP ON EL 8.3 <br />OFF LEVEL EL -0.5 <br />PUMP P-3 TO BE INSTALLED UNDER A FUTURE <br />CONTRACT. INSTALL BLIND FLANGE ON 6" LINE <br />TR,-,'7FIC RATED HATCH FOR FUTURE CONNECTION. 6" FORCE MAIN TO BE <br />W/SAFETY GRATE6" CHECK VALVE EQUIPPED W/ BLIND FLANGE AND ABANDONED AT <br />8" THICK CONCRETE TIME OF PHASE II EXPANSION. <br />DESIGN. <br />CAP. (gpm) <br />TDH (ft) <br />HP <br />P-1 <br />286 <br />33.24 <br />5 <br />PHASE I <br />P-2 <br />286 <br />33.24 <br />5 <br />6" PLUG VALVE <br />P-3 <br />FUTURE <br />FUTURE <br />FUTURE <br />ALSO AIR PIPING <br />P-1 <br />660 <br />51.7 <br />15 <br />PHASE II <br />P-2 <br />660 <br />51.7 <br />15 <br />CONDUIT (TYP) <br />P-3 <br />660 <br />51.7 <br />15 <br />NOTE <br />PUMP CONTROL SEQUENCE STARTUP: <br />HW ALARM EL 6.0 <br />LAG PUMP ON EL 3.0 <br />LEAD PUMP ON EL 1.8 <br />OFF LEVEL EL 0.0 <br />PUMP CONTROL SEQUENCE PHASE 11_ BUILDOUT: <br />HW ALARM EL 8.9 <br />BACKUP PUMP ON 8.7 <br />LAG PUMP ON EL 8.5 <br />LEAD PUMP ON EL 8.3 <br />OFF LEVEL EL -0.5 <br />PUMP P-3 TO BE INSTALLED UNDER A FUTURE <br />CONTRACT. INSTALL BLIND FLANGE ON 6" LINE <br />TR,-,'7FIC RATED HATCH FOR FUTURE CONNECTION. 6" FORCE MAIN TO BE <br />W/SAFETY GRATE6" CHECK VALVE EQUIPPED W/ BLIND FLANGE AND ABANDONED AT <br />8" THICK CONCRETE TIME OF PHASE II EXPANSION. <br />MAG METER <br />SEE NOTE 5 <br />-PRECAST CONCRETE VAULT <br />W/TRAFFIC RATED HATCH W/ <br />SAFETY GRATE (TYP) <br />if <br />18" SD TOP 25.0 <br />PIPE SUPPORT <br />2" PVC DRAIN TO <br />WET WELL S=0.01 <br />-WARNING!! 6" <br />HIGH PRESSURE <br />GAS LINE <br />SECTION B -B <br />SCALE: 1"=5' <br />0 4'-0„ <br />i <br />CARBON FILTER o HINGE <br />SEE NOTE 4 <br />3"x2" BUSHING <br />COMBINATION <br />PLAN UNISTRUT POST <br />VALVE BASE SEE NOTE 6 3•Ib'OV z <br />2,-0„x2,-9-1 /4„x4,-6„ k �„. � i <br />ENCLOSURE W/2 PADLOCKS ` ��Q�1 *,� <br />1/2" BACKWASH QUICK CONNECT COUPLING ' <br />----1/2" NPT PIPE PLUG:= <br />COMBINATION VALVE <br />1" DRAIN VALVE W/ QUICK DISCONNECT COUPLING <br />DRAIN TO WET WELL NOTES: <br />1. ENCLOSURE TO BE GUARDSHACK GS-NP1, MODIFIED TO 54"H OR <br />APPROVED EQUAL. <br />/ 2. FIELD PAINT ALL FITTINGS AND ENCLOSURE. COLOR TO BE SELECTED <br />BY OWNER. <br />2" RIGID TYPE 3. COMBINATION VALVE TO BE VAL-MATIC MODEL NO.802ABW OR <br />^I "K" COPPER PIPE APPROVED EQUAL. <br />74. CARBON FILTER TO BE ORENCO SYSTEMS MODEL No. CF3 W/WEATHER <br />1 MiN CAP AND 3"x2" BUSHING, OR APPROVED EQUAL. PROVIDE 10 SPARE <br />RECHARGE PACKETS. <br />2" BRASS 5. ALL QUICK CONNECT COUPLINGS TO BE BANJO 316SST OR APPROVED <br />EQUAL. <br />BALL VALVE6. PROVIDE ALUMINUM 6"X6"X1 /4" UNISTRUT POST BASE NO. P. 2072A <br />OR APPROVED EQUAL BOLTED TO CONCRETE PAD WITH 1-5/8" <br />SEWER FORCE MAIN -----� UNISTRUT CHANNEL (LENGTH AS REQUIRED) AND PIPE CLAMP FOR <br />VALVE SUPPORT. <br />VARIES 7. CONTRACTOR SHALL AVOID CONSTRUCTING HIGH POINTS IN FORCE MAIN <br />PROFILE. COMBINATION VALVES SHALL BE INSTALLED AT ALL HIGH <br />UOIAVOIDABLE MINED BY CONTRACTOR AND ENGINEER TO BE <br />SEWER COMBINATION VALVE <br />NTS <br />❑1 3/8"x1 /2" INCREASER <br />❑2 FLEXIBLE METAL HOSE <br />lfl <br />PRESSURE GAUGE <br />[-4]SWING CHECK VALVE <br />90° ELL <br />45° ELL <br />a 45` ELL <br />�g PIPE SUPPORTS <br />g❑ 45' ELL <br />10 DIFFUSER SEE DETAIL THIS SHEET <br />E 90° ELL <br />[12]AIR COMPRESSOR, LOCATE INSIDE ELEC BLDG <br />13 <br />1/2" SS PIPE WITH 3/4" PVC PIPE AT <br />BOTTOM <br />1) ALL PIPING SHALL BE SS,UNLESS NOTED OTHERWISE <br />2) CONTRACTOR SHALL SUPPLY AND ROUTE AIR <br />PIPING FROM COMPRESSOR TO WET WELL. <br />3) CONTRACTOR TO PROVIDE ONE AIR COMPRESSOR <br />BECKER MODEL DT 4.8 OR EQUAL <br />AIR PIPING SYSTEM DETAIL <br />NTS <br />NOTE: MANHOLE SHALL <br />CONFO�"" T(l flCThll I <br />SHEET <br />6" FM <br />S=0.0 <br />L <br />QI"^ 27.80 <br />FORCE MAIN DISCHARGE MANHOLE <br />CONNECTION DETAIL <br />LIFT STATION DESIGN CRITERIA,PUMPS 1 & 2, (3 FUTURE) <br />ITEM STARTUP PHASE I BUILDOUT PHASE II BUILDOUT <br />DESIGN FLOW 180 GPM 286 GPM 1,320 GPM <br />TDH 25.05 FT 3 3.2 4 FT 51.7 FT <br />HP 5 HP (EA) 5 HP (EA) 15 HP (EA) <br />METER <br />PAD DROP 2" AWAY <br />ALARM <br />FROM WET WELL <br />DRUM SCRUBBER <br />LIFT <br />LIGHT <br />6" CHECK VALVE <br />PER DETAIL ON <br />LIFT STATION <br />6" PLUG VALVE <br />THIS SHEET. SEE <br />CONTROL PANEL <br />PRESSURE GAUGE <br />ALSO AIR PIPING <br />SEE NOTE 4 <br />6" FLEX COUPLING <br />DETAIL ON THIS <br />II <br />SHEET. <br />CONDUIT (TYP) <br />12" x 6" RED. TEE <br />EL 29.00 <br />2.5'x2.5'x0.5' CONCRETE12" <br />MIN <br />If <br />PAD W/WELDED WIRE <br />FABRIC (LOCATE PER SITE <br />- <br />PLAN) <br />2'x4'x0.5' CONCRETE PAD <br />In <br />W/WELDED WIRE FABRIC <br />(LOCATE <br />PER SITE PLAN)PIPE <br />SUPPORT (TYP.) <br />4" VENT. LOCATE PER <br />I <br />2" PVC DRAIN TO <br />SITE PLAN. S=2% FROM <br />WET WELL S-0.01 <br />WET WELL UP TO DRUM <br />6" FM CL EL 19.10 <br />SCRUBBER. <br />8" SD INV=25.70 O <br />SST GUIDE RAILS <br />18" S INV=9.0 <br />CONTRACTOR TO <br />FIELD VERIFY <br />I <br />SST PIPE SUPPORT <br />PROVIDE SLEEVE AND <br />WELL�� <br />@3'-0" O.C. OR PER <br />ANNULAR SEAL (LINK <br />8' DIA. WET <br />MANUFACTURER'S <br />SEAL OR EQUAL) AT <br />SEE NOTE 6 <br />RECOMMENDATION <br />ALL WET WELL <br />NON -SHRINK <br />GROUT <br />PROVIDE T -LOCK <br />PENETRATIONS <br />SLOPE =1:1 <br />EL -2.0 '� <br />12 LINER FOR WETWELL <br />4"X6" DISCHARGE BASE <br />PUMP <br />b` -ELBOW (SUPPLIED BY <br />PUMP MFR) <br />#5 BARS AT 12" <br />OC BOTH WAYS <br />SECTION A A <br />SCALE: 1"=5' <br />MAG METER <br />SEE NOTE 5 <br />-PRECAST CONCRETE VAULT <br />W/TRAFFIC RATED HATCH W/ <br />SAFETY GRATE (TYP) <br />if <br />18" SD TOP 25.0 <br />PIPE SUPPORT <br />2" PVC DRAIN TO <br />WET WELL S=0.01 <br />-WARNING!! 6" <br />HIGH PRESSURE <br />GAS LINE <br />SECTION B -B <br />SCALE: 1"=5' <br />0 4'-0„ <br />i <br />CARBON FILTER o HINGE <br />SEE NOTE 4 <br />3"x2" BUSHING <br />COMBINATION <br />PLAN UNISTRUT POST <br />VALVE BASE SEE NOTE 6 3•Ib'OV z <br />2,-0„x2,-9-1 /4„x4,-6„ k �„. � i <br />ENCLOSURE W/2 PADLOCKS ` ��Q�1 *,� <br />1/2" BACKWASH QUICK CONNECT COUPLING ' <br />----1/2" NPT PIPE PLUG:= <br />COMBINATION VALVE <br />1" DRAIN VALVE W/ QUICK DISCONNECT COUPLING <br />DRAIN TO WET WELL NOTES: <br />1. ENCLOSURE TO BE GUARDSHACK GS-NP1, MODIFIED TO 54"H OR <br />APPROVED EQUAL. <br />/ 2. FIELD PAINT ALL FITTINGS AND ENCLOSURE. COLOR TO BE SELECTED <br />BY OWNER. <br />2" RIGID TYPE 3. COMBINATION VALVE TO BE VAL-MATIC MODEL NO.802ABW OR <br />^I "K" COPPER PIPE APPROVED EQUAL. <br />74. CARBON FILTER TO BE ORENCO SYSTEMS MODEL No. CF3 W/WEATHER <br />1 MiN CAP AND 3"x2" BUSHING, OR APPROVED EQUAL. PROVIDE 10 SPARE <br />RECHARGE PACKETS. <br />2" BRASS 5. ALL QUICK CONNECT COUPLINGS TO BE BANJO 316SST OR APPROVED <br />EQUAL. <br />BALL VALVE6. PROVIDE ALUMINUM 6"X6"X1 /4" UNISTRUT POST BASE NO. P. 2072A <br />OR APPROVED EQUAL BOLTED TO CONCRETE PAD WITH 1-5/8" <br />SEWER FORCE MAIN -----� UNISTRUT CHANNEL (LENGTH AS REQUIRED) AND PIPE CLAMP FOR <br />VALVE SUPPORT. <br />VARIES 7. CONTRACTOR SHALL AVOID CONSTRUCTING HIGH POINTS IN FORCE MAIN <br />PROFILE. COMBINATION VALVES SHALL BE INSTALLED AT ALL HIGH <br />UOIAVOIDABLE MINED BY CONTRACTOR AND ENGINEER TO BE <br />SEWER COMBINATION VALVE <br />NTS <br />❑1 3/8"x1 /2" INCREASER <br />❑2 FLEXIBLE METAL HOSE <br />lfl <br />PRESSURE GAUGE <br />[-4]SWING CHECK VALVE <br />90° ELL <br />45° ELL <br />a 45` ELL <br />�g PIPE SUPPORTS <br />g❑ 45' ELL <br />10 DIFFUSER SEE DETAIL THIS SHEET <br />E 90° ELL <br />[12]AIR COMPRESSOR, LOCATE INSIDE ELEC BLDG <br />13 <br />1/2" SS PIPE WITH 3/4" PVC PIPE AT <br />BOTTOM <br />1) ALL PIPING SHALL BE SS,UNLESS NOTED OTHERWISE <br />2) CONTRACTOR SHALL SUPPLY AND ROUTE AIR <br />PIPING FROM COMPRESSOR TO WET WELL. <br />3) CONTRACTOR TO PROVIDE ONE AIR COMPRESSOR <br />BECKER MODEL DT 4.8 OR EQUAL <br />AIR PIPING SYSTEM DETAIL <br />NTS <br />NOTE: MANHOLE SHALL <br />CONFO�"" T(l flCThll I <br />SHEET <br />6" FM <br />S=0.0 <br />L <br />QI"^ 27.80 <br />FORCE MAIN DISCHARGE MANHOLE <br />CONNECTION DETAIL <br />LIFT STATION DESIGN CRITERIA,PUMPS 1 & 2, (3 FUTURE) <br />ITEM STARTUP PHASE I BUILDOUT PHASE II BUILDOUT <br />DESIGN FLOW 180 GPM 286 GPM 1,320 GPM <br />TDH 25.05 FT 3 3.2 4 FT 51.7 FT <br />HP 5 HP (EA) 5 HP (EA) 15 HP (EA) <br />NTS <br />STAINL--- <br />STEE <br />PVC <br />1/2"x3/4" <br />INCREASER <br />STAINLESS STEEL <br />TO PVC COUPLING <br />3/4" PVC PIPE <br />'-3'-6" LONG <br />1/16" HOLES <br />6" SPACING <br />DIFFUSER DETAIL <br />NTS <br />DAMPER <br />HANDLE <br />oT <br />-.DRAIN OPENING LOCATED <br />TOP VIEW AT DRUM BASE <br />MOTOR/BLOWER <br />SECTION RAINHOOD <br />� 4 MEDIA PILLOWS (5) <br />AIRFLow <br />o \ POLYMEDIA FILTER <br />N/r-FLEXIBLE COUPLING <br />i� I <br />N <br />INLET <br />TOWER PACKING-/ <br />FRONT VIEW <br />PURAFIL 100 CFM DRUM SCRUBBER <br />W/ BLOWER & RAINHOOD <br />PUMP STATION PLAN -DETAILS & SECTIONS <br />SS -6 <br />NTS <br />N <br />n <br />4111 cN <br />n <br />m <br />m <br />0 <br />N <br />W co <br />Qa <br />Qzcq <br />Z M <br />0<1 <br />TW0 <br />0 <br />r� Q U 0)oV), <br />N ID <br />i Lal <br />Z <br />0 <br />a <br />STARTUP TO BUILDOUT CONDITIONS TO BE MET <br />SEWER <br />LIFT <br />STATION <br />W/ <br />VAULTS <br />IHIRD PUMPUENCY DRIVE AND <br />FUTUORE UGH ADDITIOONFABLE OF VAR <br />USESANITARY <br />NTS <br />STAINL--- <br />STEE <br />PVC <br />1/2"x3/4" <br />INCREASER <br />STAINLESS STEEL <br />TO PVC COUPLING <br />3/4" PVC PIPE <br />'-3'-6" LONG <br />1/16" HOLES <br />6" SPACING <br />DIFFUSER DETAIL <br />NTS <br />DAMPER <br />HANDLE <br />oT <br />-.DRAIN OPENING LOCATED <br />TOP VIEW AT DRUM BASE <br />MOTOR/BLOWER <br />SECTION RAINHOOD <br />� 4 MEDIA PILLOWS (5) <br />AIRFLow <br />o \ POLYMEDIA FILTER <br />N/r-FLEXIBLE COUPLING <br />i� I <br />N <br />INLET <br />TOWER PACKING-/ <br />FRONT VIEW <br />PURAFIL 100 CFM DRUM SCRUBBER <br />W/ BLOWER & RAINHOOD <br />PUMP STATION PLAN -DETAILS & SECTIONS <br />SS -6 <br />NTS <br />N <br />n <br />4111 cN <br />n <br />m <br />m <br />0 <br />N <br />W co <br />Qa <br />Qzcq <br />Z M <br />0<1 <br />TW0 <br />0 <br />r� Q U 0)oV), <br />N ID <br />i Lal <br />Z <br />0 <br />a <br />