|
59"
<br />,8„
<br />ECCENTRIC VALVE
<br />FLANGED / FLEXIBLE
<br />ADAPTTERER
<br />COUPLING COUPLING
<br />2" AC/4" A.B. OVER
<br />COMPACTED N477VE (TYP)
<br />SEE SITE PLAN FOR LIM17S
<br />LAMPHOLE OVER
<br />8" SS CLEANOUT
<br />8"X8" DUC77LE
<br />IRON WYE
<br />APPROVED BY:
<br />LINDEN COUNTY WATER DISTRICT
<br />GENE AL MANAGER DATE:
<br />LINDEN COUNTY WATER DISTRICT
<br />48" MIN.
<br />4" (ALL
<br />PLACE 6" D
<br />DRAIN ROCK
<br />n
<br />2"A.0/4" A.B. OW
<br />COMPACTED NATIVE
<br />PLAN VIEW - BASE ELEV.
<br />& ACCESS COVER
<br />N.T.S.
<br />66"x48" (MIN) PRECAST VALVE BOX W/
<br />LIFT -ASSISTED, TWO PIECE, PARKWAY
<br />COVER RATED FOR H2O WHEEL LOADS
<br />GROUT FOR
<br />ACCESS COVER
<br />5
<br />ECCENTRIC VALVE
<br />1/4 TURN OPERA77ON
<br />W/ 2" OPERA77NG NUT
<br />CHECK VALVE
<br />LEVER do WEIGHT ASSISTED
<br />PROVIDE EPDXY LINING
<br />ON INSIDE OF WET WELL
<br />GUIDE BAR BRACKET PER
<br />PUMP MANUFACTURER'S REQ.
<br />INSTALL ONE MERCURY FLOAT
<br />SWITCH AS A REDUNDANT
<br />HIGH LEVEL ALARM.
<br />3" GUIDE BARS, SCHEDULE 40
<br />STAINLESS STEEL PIPE
<br />PER PUMP MANUFACTURER'S REQUIREMENTS
<br />6" DIA. X 1251 CAST IRON PIPE d
<br />BENDS (LENGTH TO BE DETERMINED
<br />BY CONTRACTOR BASED ON
<br />EQUIPMENT FURNISHED FOR INSTALLA770N).
<br />FLYGT PUMP
<br />MODEL NO. CP -J201, -
<br />OR APPROVED EQUAL
<br />1/4" ALUMINUM DIAMOND PLATE COVER
<br />SIZED PER PUMP MANUFACTURER'S REQUIREMENTS
<br />DOUBLE DOORS LIFT -ASSISTED, H-20 LOADING RATED INSTALL 10' DOUBLE -
<br />REMOVABLE KEY -WRENCH AND SLAM -LOCK WITH INSIDE HANDLE SWING G47ES
<br />KELLUM GRIP AND
<br />1� CABLE "✓" HOOK TOP OF UFT STA77ON
<br />ELEV.. 86.20
<br />:TW14 REB4R O 12" O.C.
<br />EACH WAY k
<br />8"X8" WYE WITH
<br />(2) 8" GATE VALVES
<br />70'X70' TEMPORARY
<br />CONSTRUCTION EASEMENT
<br />TO BE OBTAINED PR/OR
<br />TO CONSTRUCTION
<br />ELECTRICAL EXISTING PUMP SITE
<br />ENCLOSURE DIMENSIONS (TYPICAL)
<br />39'
<br />9
<br />1 4 TURN OPERATION
<br />.
<br />CONDUIT AREA
<br />LOAD
<br />CONDUIT AREA
<br />LOAD
<br />kn
<br />METERING c4'
<br />SWITCH GEAR
<br />DR. BY
<br />30"+
<br />W 2" OPERATING NUT
<br />go
<br />FILE 98:1981051SSPUMP
<br />6" DIA. X 1251
<br />CLP. FLANGE
<br />CHECK VALVE
<br />X PLAIN END
<br />LEVER & WEIGHT ASSISTED
<br />FLANGED
<br />---
<br />COUPLING
<br />ADAPTER
<br />° a
<br />O
<br />\ \ \
<br />�o
<br />I II
<br />8"x6"X6'"' DIA. x
<br />1251 C.I. TRUE
<br />6" DIA.
<br />6" DIA. x 1251
<br />x 1251 C.I. SPOOL
<br />C.I. 45• ELBO
<br />6" DAL x 1251 C.I. SPOOL
<br />FLANGED / FLEXIBLE
<br />ADAPTTERER
<br />COUPLING COUPLING
<br />2" AC/4" A.B. OVER
<br />COMPACTED N477VE (TYP)
<br />SEE SITE PLAN FOR LIM17S
<br />LAMPHOLE OVER
<br />8" SS CLEANOUT
<br />8"X8" DUC77LE
<br />IRON WYE
<br />APPROVED BY:
<br />LINDEN COUNTY WATER DISTRICT
<br />GENE AL MANAGER DATE:
<br />LINDEN COUNTY WATER DISTRICT
<br />48" MIN.
<br />4" (ALL
<br />PLACE 6" D
<br />DRAIN ROCK
<br />n
<br />2"A.0/4" A.B. OW
<br />COMPACTED NATIVE
<br />PLAN VIEW - BASE ELEV.
<br />& ACCESS COVER
<br />N.T.S.
<br />66"x48" (MIN) PRECAST VALVE BOX W/
<br />LIFT -ASSISTED, TWO PIECE, PARKWAY
<br />COVER RATED FOR H2O WHEEL LOADS
<br />GROUT FOR
<br />ACCESS COVER
<br />5
<br />ECCENTRIC VALVE
<br />1/4 TURN OPERA77ON
<br />W/ 2" OPERA77NG NUT
<br />CHECK VALVE
<br />LEVER do WEIGHT ASSISTED
<br />PROVIDE EPDXY LINING
<br />ON INSIDE OF WET WELL
<br />GUIDE BAR BRACKET PER
<br />PUMP MANUFACTURER'S REQ.
<br />INSTALL ONE MERCURY FLOAT
<br />SWITCH AS A REDUNDANT
<br />HIGH LEVEL ALARM.
<br />3" GUIDE BARS, SCHEDULE 40
<br />STAINLESS STEEL PIPE
<br />PER PUMP MANUFACTURER'S REQUIREMENTS
<br />6" DIA. X 1251 CAST IRON PIPE d
<br />BENDS (LENGTH TO BE DETERMINED
<br />BY CONTRACTOR BASED ON
<br />EQUIPMENT FURNISHED FOR INSTALLA770N).
<br />FLYGT PUMP
<br />MODEL NO. CP -J201, -
<br />OR APPROVED EQUAL
<br />1/4" ALUMINUM DIAMOND PLATE COVER
<br />SIZED PER PUMP MANUFACTURER'S REQUIREMENTS
<br />DOUBLE DOORS LIFT -ASSISTED, H-20 LOADING RATED INSTALL 10' DOUBLE -
<br />REMOVABLE KEY -WRENCH AND SLAM -LOCK WITH INSIDE HANDLE SWING G47ES
<br />KELLUM GRIP AND
<br />1� CABLE "✓" HOOK TOP OF UFT STA77ON
<br />ELEV.. 86.20
<br />:TW14 REB4R O 12" O.C.
<br />EACH WAY k
<br />8"X8" WYE WITH
<br />(2) 8" GATE VALVES
<br />70'X70' TEMPORARY
<br />CONSTRUCTION EASEMENT
<br />TO BE OBTAINED PR/OR
<br />TO CONSTRUCTION
<br />ELECTRICAL EXISTING PUMP SITE
<br />ENCLOSURE DIMENSIONS (TYPICAL)
<br />39'
<br />9
<br />98105
<br />.
<br />CONDUIT AREA
<br />LOAD
<br />CONDUIT AREA
<br />LOAD
<br />kn
<br />METERING c4'
<br />SWITCH GEAR
<br />DR. BY
<br />30"+
<br />30"+
<br />go
<br />FILE 98:1981051SSPUMP
<br />SEAL POWER CABLE
<br />AT WET WELL
<br />TO CONTROL CENTER _
<br />SCH. 40 P.V.C. CONDUIT
<br />FOR LEVEL CONTROL SYSTEM
<br />SEAL CONDUIT AT WET WELL
<br />(CONDUIT SHALL BE SIZED PER
<br />LEVEL CONTROL MANUFACTURER)
<br />ITT FLYGT GRIP -EYE
<br />LIF77NG SYSTEM, OR
<br />APPROVED EQUAL
<br />72" R.C.P. CLASS Ill
<br />WATER-77GHT POWER CORD
<br />do CONTROL CABLE PER PUMP
<br />MANUFACTURER'S REQUIREMENTS
<br />e
<br />WATER PROOF ALL JOINTS
<br />W/ RESILIENT SEALANT
<br />TESCO REACTIVE AIR LEVEL CONTROL
<br />SYSTEM, OR APPROVED EQUAL,
<br />INSTALLED PER MANUFACTURER'S
<br />REQUIREMENTS
<br />EXIS77NG FENCE
<br />AND GATE TO REMAIN
<br />WEEP RINGS, CAST INTEGRALLY
<br />IN C4ST IRON PIPE
<br />HIGH PUMP ALARM
<br />ELEV. 73.20
<br />INFLUENT PIPE, CAST IRON
<br />d.
<br />LAG PUMP "START"
<br />15 FF SEWER ELEV 71.20
<br />PROVIDE (2) FLEXIBLE COUPLINGS
<br />LEAD PUMP "START" BETWEEN PROPOSED PUMP STATION
<br />ELEV. 69.20 AND EXISTING WET WELL
<br />MIN. SUBMERGENCE ALL
<br />PUMPS FF ELEV 67.20
<br />LOW SUMP ALARM
<br />ELEV 67.00
<br />STAINLESS STEEL COUPLING BOLTS LEVEL CONTROL COMPRESSION
<br />FOR ALL CONNECTIONS IN WET WELL BELL TRANSMITTER
<br />3"
<br />CLASS 'A" CONC. SLAB �1 1 : .
<br />W/ 14 O 6" O.C. E.W. 1 �.-' '. UMP FLOOR
<br />• „• ELEV. 64.20
<br />•a
<br />GROUT
<br />3/4" DIA ANFHOR BOLTS PER 9" AGGREGATE RISE OVER
<br />MANUFACTURER S REQUIREMENTS
<br />SANITARY SEWER
<br />PUMP STATION
<br />'-OFA DIA.
<br />COMPACTED NATIVE PER
<br />SOILS REPORT
<br />- ELEVATION VIE
<br />1Z-S*2- Rq
<br />FLOR RANCH
<br />UNIT NO, 1
<br />LINDEN, CALIFORNIA
<br />EXISTING
<br />1 UFT ` EXISTING
<br />�I STATION WET WELL
<br />i I
<br />CONNECT TO EXIS77NG
<br />6" FM WITH 8"X6" WYE
<br />SITE PLAN
<br />N. T.S.
<br />EXISTING BASEBALL BACKSTOP
<br />BASEBALL DIAMOND SHALL REMAIN
<br />IN USE THROUGHOUT CONSTRUCTION.
<br />CONTRACTOR SHALL PREPARE A
<br />CONSTRUCTION PLAN SHOWING HOW
<br />BASEBALL DIAMOND MAY REMAIN IN,,
<br />USE DURING CONSTRUCTION. THIS
<br />PLAN SHALL BE APPROVED BY
<br />LINDEN SCHOOL DISTRICT PRIOR
<br />TO COMMENCING WORK.
<br />UFT STATION
<br />I
<br />SAWCUT AND MATCH
<br />EXIS77NG PAVEMENT
<br />CONNECT TO EX. 15"
<br />SEWER AT WET WELL
<br />_ EXISTING WETWELL AND LIFT STATION
<br />TO BE ABANDONED IN PLACE
<br />EXISTING CHNNLINK FENCE -
<br />�_ TO BE REMOVED. NEW FENCE
<br />TO BE CONSTRUCTED AT
<br />PROPERTY UNE.
<br />EXHAUST FAN (7YP.) `FLUORESCENT LIGHTING
<br />r-� r_____1/
<br />FRONT ELEVATION
<br />GENERATOR
<br />RECEPTACLE
<br />100 AMP,
<br />3PH, 4 POLE
<br />RIGHT SIDE VIEW
<br />98105
<br />17j4'
<br />CONDUIT AREA
<br />LOAD
<br />CONDUIT AREA
<br />LOAD
<br />INSTRUMENTATION
<br />h CONTROLS
<br />METERING c4'
<br />SWITCH GEAR
<br />DR. BY
<br />FRONT ELEVATION
<br />GENERATOR
<br />RECEPTACLE
<br />100 AMP,
<br />3PH, 4 POLE
<br />RIGHT SIDE VIEW
<br />BASE PLAN
<br />ENCLOSURE CONSTRUCTION NOTES
<br />4
<br />I, LAILMIUK 1Z GA. H.U. UALK WtU ANU INTERIOR 14 GA. COLD ROLLED STEEL ELECTRICALLY WELDED
<br />AND REINFORCED WHERE REQUIRED.
<br />2. CONSTRUCTION WILL BE NEMA 3R OR 12, RAIN -TIGHT AND DUST-77GK WITH AIR FILTERS ON ALL VENTS
<br />3.ALL NUTS, BOLTS, SCREWS, AND HINGES WILL BE STAINLESS STEEL.
<br />4. NUTS, BOLTS, AND SCREWS WILL NOT BE VISIBLE FROM OUTSIDE OF ENCLOSURE.
<br />5. PHENOLIC NAMEPLATES WILL BE PROVIDED AS REQUIRED.
<br />6. CONTROL WRING WILL BE MARKED AT BOTH ENDS BY PERMNENT WIRE MARKERS
<br />7.A PLAS77C COVERED WIRING DIAGRAM WILL BE ATTACHED TO THE INSIDE OF THE FRONT DOOR.
<br />8. ENCLOSURE WILL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMA STANDARDS
<br />9. COLOR TO BE. AUTUMN WHITE
<br />REVISIONS
<br />CONTROL SYSTEM
<br />THE CONTROL CENTER SHALL BE DESIGNED AND MANUFACTURED FOR SUBMERSIBLE PUMP APPUC477ONS
<br />THE CONTROL CENTER SHALL BE DESIGNED FOR A 3 PHASE, 60 HERTZ, 230/460 VOLT,
<br />4 WIRE POWER SUPPLY. PUMPS SHALL BE RATED AND LABELED EXPLOSION PROOF FOR CLASS 1, DIVISION 1,
<br />GROUP C AND D.
<br />FOR EACH PUMP MOTOR PROVIDE A UL LISTED TYPE 508 F SELF -PROTECTING CIRCUIT BREAKER COMBINATION,
<br />INTEGRATED STARTER. THIS INTEGRATED STARTER SHALL CONSIST OF A MAGNETIC CIRCUIT BREAKER WITH DOOR
<br />INTERLOCKING HANDLE, A SELF-PRO7ECTED MAGNETIC CONTACTOR, AND A CLASS 10 TYPE ADJUSTABLE BI -METALLIC
<br />AMBIENT COMPENSATED THERMAL OVERLOAD RELAY.
<br />A CONTROL POWER TRANSFORMER SHALL PROVIDE 120 VOLTS FOR THE EXTERNAL LEVEL SENSING CIRCUITS AND
<br />0774ER PILOT CIRCUITY. THE PRIMARY AND THE SECONLLARY OF THE CONTROL POWER TRANSFORMER SHALL BE
<br />PROTECTED BY FUSE OR CIRCUIT BREAKER.
<br />THE FOLLOWING FEATURES SHALL BE PROVIDED.
<br />THE COMPONENETS USED IN THE PANEL, INCLUDING BREAKERS STARTERS, AND PILOT DEVICES,
<br />SHALL BE THE PRODUCT OF ONE MANUFACTURER WITH A NATIONAL DISTRIBUTION NETWORK, AND THE
<br />PANEL SHALL BE ASSEMBLED IN A UL 508 LICENSED SHOP.
<br />ALL CONTROL RELAY COMPONENTS SHALL BE MOUNTED ON DIN RAILS FOR EASE OF SERVICING.
<br />TERMINALS SHALL BE PROVIDED FOR ALL INCOMING AND OUTGOING CIRCUITS EXCEPT FOR MOTOR LOAD
<br />GABLES WHICH MAY BE CONNECTED DIRECTLY TO THE OVERLOAD RELAY TERMINALS
<br />AN ELECTRONIC ALTERNATOR (FOR DUPLEX ST477ONS) PROVIDING AUTOMA77C ALTERN4770N OF THE PUMPS
<br />UNDER NORMAL OPERATING CONDITIONS AND ALLOWING BOTH PUMPS TO OPERATE SIMULTANEOUSLY IF
<br />THERE ARE HIGH INFLOW CONDITIONS.
<br />ALL WIRES IN THE CONTROL PANEL SHALL BE COLOR CODED BY VOLTAGE. POWER SUPPLY WIRES SHALL BE
<br />ISOLATED FROM THE CONTROL WIRES CONTROL WIRING IS TO BE RUN IN WIRE CHANNELS AND NOT SIMPLY
<br />TIED TOGETHER.
<br />A SCHEM477C DIAGRAM SHALL BE SUPPLIED WITH EVERY CONTROL PANEL.
<br />A NAMEPLATE SHALL BE PERMANENTLY AFFIXED TO THE INSIDE OF THE CONTROL ENCLOSURE. THE
<br />NAMEPLATE SHALL HAVE A SERIAL NUMBER STAMPED ON IT FOR FUTURE M4CE48X/TY. THE NAMEPLATE
<br />SHALL ALSO IDEN77FY THE MOTOR HORSEPOWER AND AMPERAGE OF THE PUMP(S) THAT THE CONTROL IS
<br />INTENDED TO OPERATE.
<br />THE CONTROL PANEL SHALL BE BUILT IN ACCORDANCE WITH THE STANDARDS ESTABLISHED BY THE
<br />NATIONAL ELECTRICAL CODE, IM770ML ELECTRICAL MANUFACTURERS ASSOCLATION AND UNDERWRITERS
<br />LABORATORY. A U.L. 506 LABEL SHALL BE PROVIDED.
<br />A SEPERATE MOTOR THERMAL PROTECTION CIRCUIT SHALL BE PROVIDED FOR EACH PUMP MOTOR. THE
<br />CIRCUIT SHALL BE MANUALLY RE -SET AFTER A STATOR THERMAL OVERLOAD BUT AUTOMATICALLY RESET AFTER
<br />A POWER FAILURE.
<br />IF REQUESTED, THE CONTROL AND PUMP SHALL BE TESTED TOGETHER BEFORE SHIPMENT
<br />A HAND -OFF -AUTO SELECTOR SWITCH SHALL BE TESTED TOGETHER BEFORE SHIPMENT.
<br />DIGITAL LEVEL CONTROL.
<br />GFI TYPE DUPLEX OUTLET, FUSED OR CIRCUIT BREAKER.
<br />THE DEADFRONT DOOR SHALL PROVIDE COMPLETE PR07EC77ON FROM THE INTERIOR ELECTRICAL CIRCU17S
<br />BUT SHALL BE HINGED ALONG ITS EN77RE LENGTH TO ALLOW EASY ACCESS FOR SERVICING.
<br />HOUR METER (ELAPSED 77ME) FOR EACH PUMP.
<br />CONTROL PANEL REQUIREMENTS:
<br />- PROVISIONS FOR U77LITY METERING - SUB BREAKERS (20/1 120V)
<br />- MAIN DISCONNECT CIRCUIT BREAKER - PUMP CONTROLS
<br />- GENER47OR DISCONNECT CIRCUIT BREAKER - 77ME DELAY RELAYS (AS REQUIRED)
<br />- GENERATOR RECEPTACLE, 100 AMP - CONTROL RELAYS (AS REQUIRED)
<br />- MECHANICAL INTERLOCK - INDICATING LIGHTS (AS REQUIRED)
<br />- VOLTMETER - H04 SELECTOR SWITCHES
<br />- AMMETER (EA. PUMP) - PUSH-BUTTON RESETS
<br />- CONSTANT SPEED DRIVES - ELAPSED 77ME METERS
<br />- CONTROL POWER TRANSFORMERS
<br />- BYPASSIISOLA77ON CONTACTORS W/HMCP'S AND 0/L RELAYS, SIZE 1 - EXHAUST FAN PACKAGE.' W/7HERMOSTA75
<br />- TRANSFORMER DISCONNECT CIRCUIT BREAKER (48OV) - STRIP HEATERS W/ THERMOSTATS
<br />- INTERNAL PANEL WIRE, NAME TAGS, AND ALL CONTROLS AS REQUIRED. - GFCI RECEPTACLES
<br />- KVA TRANSFORMER 48OV-1201240V 1 PHASE
<br />EXISTING EQUIPMENT -
<br />774E EXISTING SANITARY SEWER LIFT STATION IS EQUIPPED WITH A TESCO LIOU17RONIC 111 DIGITAL LEVEL CONTROLLER AND
<br />A MICR07EL MODEL 250 REAL VOICE COMMUNICATION SYSTFM. THE CONTRACTOR MAY, AT HIS DISCRETION, USE 77415
<br />EXIS77NG EQUIPMENT IN THE NEW LIFT STATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED UPGRADES,
<br />COORDINATION WITH THE LINDEN COUNTY WATER DISTRICT, AND AN ACCEPTABLE PLAN TO MAINTAIN SEWER SERVICE DURING
<br />THE EXCHANGE OF EQUIPMENT.
<br />GENERAL NOTES:
<br />1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, TOOLS, EQUIPMENT, LABOR AND DO ALL WORK NECESSARY
<br />TO CONSTRUCT THE SEWER LIFT STATION, COMPLETE AND READY FOR OPERATION, AS SHOWN ON THESE
<br />PLANS AND DETAILS, AND IN CONFORMANCE TO THE SPECIFICATIONS.
<br />MATERIALS, EQUIPMENT, AND WORK TO BE DONE SHALL COMPLY WITH THE APPLICABLE RULES, REGULATIONS,
<br />AND ORDINANCES OF THE LINDEN COUNTY WATER DISTRICT.
<br />2. THE PUMP STAT70N SHALL BE EQUIPPEDWITH FLYGT MODEL CP -3201 PUMPS (PUMP CURVE 63-458), MOTORS
<br />AND APPURTENANCES OR APPROVED EQUAL. PROVIDE FLUSH VALVES FOR ALL PUMPS.
<br />THE PUMP MOTOR SHALL OPERATE AT 396 GPM AT 116 FEET OF DYNAMIC HEAD. APPROXIMATE
<br />HORSEPOWER IS _¢L HP EACH POWER SUPPLY TO PUMPS SHALL BE 3-PHASE, 460 VOLT.
<br />J. PUMPS AND MOTORS SHALL BE FM LISTED FOR CLASS 1, DIVISION 1, GROUP C AND D EXPLOSION -PROOF
<br />SERVICE MOTORS SHALL BE EQUIPED W17H SENSORS TO DETECT OVER -HEATING, AND/OR THE PRESENCE
<br />OF WATER IN 774E MOTOR.
<br />4. THE DETAILS SHOWN ON THESE PLANS ARE NOT INTENDED TO IDENTIFY OR EXCLUDE ANY MANUFACTURER OF
<br />THIS TYPE OF INSTALLA77ON THEREFORE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MOUN77NG
<br />HARDWARE, GUIDE -RAILS, DISCHARGE DISCONNECT BASE AND PERFORMANCE CURVES TO THE ENGINEER FOR
<br />APPROVAL. THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH SIX COMPLETE SETS OT THE AFOREMEN77ONED
<br />DRAWINGS ON HIS INITIAL. SUBMITTAL AND REQUIRED RESUBMITTALS. ANY EQUIPMENT PURCHASED BY THE
<br />CONTRACTOR, PRIOR TO APPROVAL BY THE ENGINEER, SHALL BE AT THE CONTRACTOR'S RISK.
<br />5. ALL SHOP DRAWINGS MUST BE APPROVED BY THE LINDEN COUNTY WATER DISTRICT, SUBMIT SUFFICIENT
<br />COPIES FOR REVIEW, TWO COPIES WILL BE KEPT BY THE LINDEN COUNTY WATER DISTRICT.
<br />6. THE LIFT STA77ON SHALL BE INSPECTED AND TESTED TO THE S477SFAC71ON OF THE LINDEN COUNTY WATER DISTRICT.
<br />7. VERIFY INLET ELEVA77ON WITH THE ATTACHED PLAN AND PROFILE DRAWINGS
<br />8. ALL INTERNAL BRACKETS AND HARDWARE SHALL BE STAINLESS STEEL.
<br />9. FORCE MAIN SHALL BE TESTED TO 100 P.S.I.
<br />NOTES:
<br />1. ALL EXIS77NG UTILITIES SHOWN WERE PLOTTED FROM RECORD INFORMA77ON
<br />AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND ADDITIONAL
<br />CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPEP477VE THAT "USA"
<br />LOC477NG SERVICES, LOCATE AND MARK UTILITIES PRIOR TO THE START
<br />OF EXCAVA77ON.
<br />2. THE CONTRACTOR SHALL USE EXTREME CAU77ON WHEN EXPOSING EXIS77NG
<br />U77LITY CROSSINGS AND SERVICES
<br />3. ANY DAMAGE TO EXIS771VG U77LI77ES WILL BE THE SOLE RESPONSIBILITY OF
<br />THE CONTRACTOR.
<br />AgM
<br />■ PLANNING • ENGINEERING • SURVEYING
<br />_ ■ 322 San West Place • Manteca, Camomle 95337.4347
<br />120M 239.8229 FAX 12091239.8839
<br />JOB NO.
<br />98105
<br />17j4'
<br />CONDUIT AREA
<br />LOAD
<br />CONDUIT AREA
<br />LOAD
<br />AS SHOWN
<br />DR. BY
<br />30"+
<br />30"+
<br />JR
<br />BASE PLAN
<br />ENCLOSURE CONSTRUCTION NOTES
<br />4
<br />I, LAILMIUK 1Z GA. H.U. UALK WtU ANU INTERIOR 14 GA. COLD ROLLED STEEL ELECTRICALLY WELDED
<br />AND REINFORCED WHERE REQUIRED.
<br />2. CONSTRUCTION WILL BE NEMA 3R OR 12, RAIN -TIGHT AND DUST-77GK WITH AIR FILTERS ON ALL VENTS
<br />3.ALL NUTS, BOLTS, SCREWS, AND HINGES WILL BE STAINLESS STEEL.
<br />4. NUTS, BOLTS, AND SCREWS WILL NOT BE VISIBLE FROM OUTSIDE OF ENCLOSURE.
<br />5. PHENOLIC NAMEPLATES WILL BE PROVIDED AS REQUIRED.
<br />6. CONTROL WRING WILL BE MARKED AT BOTH ENDS BY PERMNENT WIRE MARKERS
<br />7.A PLAS77C COVERED WIRING DIAGRAM WILL BE ATTACHED TO THE INSIDE OF THE FRONT DOOR.
<br />8. ENCLOSURE WILL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMA STANDARDS
<br />9. COLOR TO BE. AUTUMN WHITE
<br />REVISIONS
<br />CONTROL SYSTEM
<br />THE CONTROL CENTER SHALL BE DESIGNED AND MANUFACTURED FOR SUBMERSIBLE PUMP APPUC477ONS
<br />THE CONTROL CENTER SHALL BE DESIGNED FOR A 3 PHASE, 60 HERTZ, 230/460 VOLT,
<br />4 WIRE POWER SUPPLY. PUMPS SHALL BE RATED AND LABELED EXPLOSION PROOF FOR CLASS 1, DIVISION 1,
<br />GROUP C AND D.
<br />FOR EACH PUMP MOTOR PROVIDE A UL LISTED TYPE 508 F SELF -PROTECTING CIRCUIT BREAKER COMBINATION,
<br />INTEGRATED STARTER. THIS INTEGRATED STARTER SHALL CONSIST OF A MAGNETIC CIRCUIT BREAKER WITH DOOR
<br />INTERLOCKING HANDLE, A SELF-PRO7ECTED MAGNETIC CONTACTOR, AND A CLASS 10 TYPE ADJUSTABLE BI -METALLIC
<br />AMBIENT COMPENSATED THERMAL OVERLOAD RELAY.
<br />A CONTROL POWER TRANSFORMER SHALL PROVIDE 120 VOLTS FOR THE EXTERNAL LEVEL SENSING CIRCUITS AND
<br />0774ER PILOT CIRCUITY. THE PRIMARY AND THE SECONLLARY OF THE CONTROL POWER TRANSFORMER SHALL BE
<br />PROTECTED BY FUSE OR CIRCUIT BREAKER.
<br />THE FOLLOWING FEATURES SHALL BE PROVIDED.
<br />THE COMPONENETS USED IN THE PANEL, INCLUDING BREAKERS STARTERS, AND PILOT DEVICES,
<br />SHALL BE THE PRODUCT OF ONE MANUFACTURER WITH A NATIONAL DISTRIBUTION NETWORK, AND THE
<br />PANEL SHALL BE ASSEMBLED IN A UL 508 LICENSED SHOP.
<br />ALL CONTROL RELAY COMPONENTS SHALL BE MOUNTED ON DIN RAILS FOR EASE OF SERVICING.
<br />TERMINALS SHALL BE PROVIDED FOR ALL INCOMING AND OUTGOING CIRCUITS EXCEPT FOR MOTOR LOAD
<br />GABLES WHICH MAY BE CONNECTED DIRECTLY TO THE OVERLOAD RELAY TERMINALS
<br />AN ELECTRONIC ALTERNATOR (FOR DUPLEX ST477ONS) PROVIDING AUTOMA77C ALTERN4770N OF THE PUMPS
<br />UNDER NORMAL OPERATING CONDITIONS AND ALLOWING BOTH PUMPS TO OPERATE SIMULTANEOUSLY IF
<br />THERE ARE HIGH INFLOW CONDITIONS.
<br />ALL WIRES IN THE CONTROL PANEL SHALL BE COLOR CODED BY VOLTAGE. POWER SUPPLY WIRES SHALL BE
<br />ISOLATED FROM THE CONTROL WIRES CONTROL WIRING IS TO BE RUN IN WIRE CHANNELS AND NOT SIMPLY
<br />TIED TOGETHER.
<br />A SCHEM477C DIAGRAM SHALL BE SUPPLIED WITH EVERY CONTROL PANEL.
<br />A NAMEPLATE SHALL BE PERMANENTLY AFFIXED TO THE INSIDE OF THE CONTROL ENCLOSURE. THE
<br />NAMEPLATE SHALL HAVE A SERIAL NUMBER STAMPED ON IT FOR FUTURE M4CE48X/TY. THE NAMEPLATE
<br />SHALL ALSO IDEN77FY THE MOTOR HORSEPOWER AND AMPERAGE OF THE PUMP(S) THAT THE CONTROL IS
<br />INTENDED TO OPERATE.
<br />THE CONTROL PANEL SHALL BE BUILT IN ACCORDANCE WITH THE STANDARDS ESTABLISHED BY THE
<br />NATIONAL ELECTRICAL CODE, IM770ML ELECTRICAL MANUFACTURERS ASSOCLATION AND UNDERWRITERS
<br />LABORATORY. A U.L. 506 LABEL SHALL BE PROVIDED.
<br />A SEPERATE MOTOR THERMAL PROTECTION CIRCUIT SHALL BE PROVIDED FOR EACH PUMP MOTOR. THE
<br />CIRCUIT SHALL BE MANUALLY RE -SET AFTER A STATOR THERMAL OVERLOAD BUT AUTOMATICALLY RESET AFTER
<br />A POWER FAILURE.
<br />IF REQUESTED, THE CONTROL AND PUMP SHALL BE TESTED TOGETHER BEFORE SHIPMENT
<br />A HAND -OFF -AUTO SELECTOR SWITCH SHALL BE TESTED TOGETHER BEFORE SHIPMENT.
<br />DIGITAL LEVEL CONTROL.
<br />GFI TYPE DUPLEX OUTLET, FUSED OR CIRCUIT BREAKER.
<br />THE DEADFRONT DOOR SHALL PROVIDE COMPLETE PR07EC77ON FROM THE INTERIOR ELECTRICAL CIRCU17S
<br />BUT SHALL BE HINGED ALONG ITS EN77RE LENGTH TO ALLOW EASY ACCESS FOR SERVICING.
<br />HOUR METER (ELAPSED 77ME) FOR EACH PUMP.
<br />CONTROL PANEL REQUIREMENTS:
<br />- PROVISIONS FOR U77LITY METERING - SUB BREAKERS (20/1 120V)
<br />- MAIN DISCONNECT CIRCUIT BREAKER - PUMP CONTROLS
<br />- GENER47OR DISCONNECT CIRCUIT BREAKER - 77ME DELAY RELAYS (AS REQUIRED)
<br />- GENERATOR RECEPTACLE, 100 AMP - CONTROL RELAYS (AS REQUIRED)
<br />- MECHANICAL INTERLOCK - INDICATING LIGHTS (AS REQUIRED)
<br />- VOLTMETER - H04 SELECTOR SWITCHES
<br />- AMMETER (EA. PUMP) - PUSH-BUTTON RESETS
<br />- CONSTANT SPEED DRIVES - ELAPSED 77ME METERS
<br />- CONTROL POWER TRANSFORMERS
<br />- BYPASSIISOLA77ON CONTACTORS W/HMCP'S AND 0/L RELAYS, SIZE 1 - EXHAUST FAN PACKAGE.' W/7HERMOSTA75
<br />- TRANSFORMER DISCONNECT CIRCUIT BREAKER (48OV) - STRIP HEATERS W/ THERMOSTATS
<br />- INTERNAL PANEL WIRE, NAME TAGS, AND ALL CONTROLS AS REQUIRED. - GFCI RECEPTACLES
<br />- KVA TRANSFORMER 48OV-1201240V 1 PHASE
<br />EXISTING EQUIPMENT -
<br />774E EXISTING SANITARY SEWER LIFT STATION IS EQUIPPED WITH A TESCO LIOU17RONIC 111 DIGITAL LEVEL CONTROLLER AND
<br />A MICR07EL MODEL 250 REAL VOICE COMMUNICATION SYSTFM. THE CONTRACTOR MAY, AT HIS DISCRETION, USE 77415
<br />EXIS77NG EQUIPMENT IN THE NEW LIFT STATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED UPGRADES,
<br />COORDINATION WITH THE LINDEN COUNTY WATER DISTRICT, AND AN ACCEPTABLE PLAN TO MAINTAIN SEWER SERVICE DURING
<br />THE EXCHANGE OF EQUIPMENT.
<br />GENERAL NOTES:
<br />1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, TOOLS, EQUIPMENT, LABOR AND DO ALL WORK NECESSARY
<br />TO CONSTRUCT THE SEWER LIFT STATION, COMPLETE AND READY FOR OPERATION, AS SHOWN ON THESE
<br />PLANS AND DETAILS, AND IN CONFORMANCE TO THE SPECIFICATIONS.
<br />MATERIALS, EQUIPMENT, AND WORK TO BE DONE SHALL COMPLY WITH THE APPLICABLE RULES, REGULATIONS,
<br />AND ORDINANCES OF THE LINDEN COUNTY WATER DISTRICT.
<br />2. THE PUMP STAT70N SHALL BE EQUIPPEDWITH FLYGT MODEL CP -3201 PUMPS (PUMP CURVE 63-458), MOTORS
<br />AND APPURTENANCES OR APPROVED EQUAL. PROVIDE FLUSH VALVES FOR ALL PUMPS.
<br />THE PUMP MOTOR SHALL OPERATE AT 396 GPM AT 116 FEET OF DYNAMIC HEAD. APPROXIMATE
<br />HORSEPOWER IS _¢L HP EACH POWER SUPPLY TO PUMPS SHALL BE 3-PHASE, 460 VOLT.
<br />J. PUMPS AND MOTORS SHALL BE FM LISTED FOR CLASS 1, DIVISION 1, GROUP C AND D EXPLOSION -PROOF
<br />SERVICE MOTORS SHALL BE EQUIPED W17H SENSORS TO DETECT OVER -HEATING, AND/OR THE PRESENCE
<br />OF WATER IN 774E MOTOR.
<br />4. THE DETAILS SHOWN ON THESE PLANS ARE NOT INTENDED TO IDENTIFY OR EXCLUDE ANY MANUFACTURER OF
<br />THIS TYPE OF INSTALLA77ON THEREFORE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL MOUN77NG
<br />HARDWARE, GUIDE -RAILS, DISCHARGE DISCONNECT BASE AND PERFORMANCE CURVES TO THE ENGINEER FOR
<br />APPROVAL. THE CONTRACTOR SHALL FURNISH THE ENGINEER WITH SIX COMPLETE SETS OT THE AFOREMEN77ONED
<br />DRAWINGS ON HIS INITIAL. SUBMITTAL AND REQUIRED RESUBMITTALS. ANY EQUIPMENT PURCHASED BY THE
<br />CONTRACTOR, PRIOR TO APPROVAL BY THE ENGINEER, SHALL BE AT THE CONTRACTOR'S RISK.
<br />5. ALL SHOP DRAWINGS MUST BE APPROVED BY THE LINDEN COUNTY WATER DISTRICT, SUBMIT SUFFICIENT
<br />COPIES FOR REVIEW, TWO COPIES WILL BE KEPT BY THE LINDEN COUNTY WATER DISTRICT.
<br />6. THE LIFT STA77ON SHALL BE INSPECTED AND TESTED TO THE S477SFAC71ON OF THE LINDEN COUNTY WATER DISTRICT.
<br />7. VERIFY INLET ELEVA77ON WITH THE ATTACHED PLAN AND PROFILE DRAWINGS
<br />8. ALL INTERNAL BRACKETS AND HARDWARE SHALL BE STAINLESS STEEL.
<br />9. FORCE MAIN SHALL BE TESTED TO 100 P.S.I.
<br />NOTES:
<br />1. ALL EXIS77NG UTILITIES SHOWN WERE PLOTTED FROM RECORD INFORMA77ON
<br />AND FIELD TOPOGRAPHY. ACTUAL LOCATIONS MAY VARY AND ADDITIONAL
<br />CROSSINGS MAY EXIST IN THE FIELD. IT IS IMPEP477VE THAT "USA"
<br />LOC477NG SERVICES, LOCATE AND MARK UTILITIES PRIOR TO THE START
<br />OF EXCAVA77ON.
<br />2. THE CONTRACTOR SHALL USE EXTREME CAU77ON WHEN EXPOSING EXIS77NG
<br />U77LITY CROSSINGS AND SERVICES
<br />3. ANY DAMAGE TO EXIS771VG U77LI77ES WILL BE THE SOLE RESPONSIBILITY OF
<br />THE CONTRACTOR.
<br />AgM
<br />■ PLANNING • ENGINEERING • SURVEYING
<br />_ ■ 322 San West Place • Manteca, Camomle 95337.4347
<br />120M 239.8229 FAX 12091239.8839
<br />JOB NO.
<br />98105
<br />DATE
<br />FEBRUARY. 1999
<br />SCALE
<br />AS SHOWN
<br />DR. BY
<br />MH
<br />CK. BY
<br />JR
<br />FILE 98:1981051SSPUMP
<br />SHEET
<br />NUMBER
<br />18
<br />OF 21
<br />
|