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TOP OF MONUMENT IN CASE, INTERSECTION
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Surveying (425) 885 -7877 (425) 885 -7963 Fax
OF 45TH PL. S. AND TALBOT ROAD
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4205 148th Ave. N.E. Suite 200
TOP OF MONUMENT IN CASE, INTERSECTION
Engineering Bellevue, Washington 98007
Surveying (425) 885 -7877 (425) 885 -7963 Fax
OF 45TH PL. S. AND TALBOT ROAD
CITY OF RENTON STATION NO. 1227
ELEV. 154.78
DEl Job No. 94172
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SEC. 31, TWP. 23 N., RGE. 5 E., W.M.
LIFT S TA T /ON NOTES
TO
CON7ROL
PANEL
STAINLESS STEEL CHAIN _
(W77H CLEWS RT77NGS
0 EACH END.)
2" STAINLESS
PIPE SLIDE RAILS
SUBMERSIBLE PUMPS-\
(2 EA.) PACO.
(SEE N07F 3)
BACK UP FLOAT -
SW7TCHES 318"
CORD. FOR HIGH
WATER & LOW
WATER ALARMS
7RANSDUCER LEVEL -
CON77?OL SYSTEM
Wwp •,7- a 79
4" D.I. DISCHARGE PIPE (FL) I °
1
x42 "x . 7HICK CONC PAD\ \- GENERAT camECT70N
A - DUfdE_ Q lEL CON >/
INSTALL MOBILE GENERATOR CONNEC77ON
AND DRY 7RANSFORMER FOR 7RAILER
MOUNTED EMERGENCY GENERATOR 480V,
3ph, 6OHz
LIFT S TA T /ON SITE PLAN
132-0 CONC. MANHOLE w1
RUBBER GASKET JOIN7S.
PIPE. INC. OR EQUAL
(GROUT JOINTS INSIDE & OUT)
1 " =f0'
° 8" FROM HIGH WATER ALARM FLOAT EL. 51.50
IE 50.94 SSMH 1 2ND PUMP ON EL. 51.00
° 4 1ST PUMP ON EL. 50.50
PUMPS OFF EL. 50.00
d
LOW WATER ALARM FLOAT E. 49.50
d
BOTTOM EL. 49.0
d ° Q
d
CONC. 0 4: 1 SLOPE TO
SECTION VIEW PUMP BASEPLAIF
LIFT S TA % ®ON ®Eri4 ®L ..
ay DA: BY bAiE - -
1. THE SANITARY SEWER LIFT STA77ON SHALL BE CONSTRUCTED AS SHOWN IN PLAN AND IN ACCORDANCE WITH THESE SPECIRCA77ONS
AND THE CITY OF RENTON STANDARDS AND SPECIFICATIONS.
2 7HE CONTRACTOR SHALL SUBMIT TO THE CITY OF RENTON, AND THE OWNERS ENGINEER, FOUR (4) SETS OF DETAILED SHOP DRAWINGS OF THE LIFT STA77ON.
SHOP DRAWINGS SHALL INCLUDE DETAILS OF 7HE FOLLOWING, BUT SHALL NOT BE LIM17ED TO THE FOLLOWING.
i. MANHOLE CHAMBER, BASE AND 70P SEC77ON. 7 PUMP SLIDE RAILS.
2 PUMPS W97H PERFORMANCE CURVES. 8. VALVES, PIPING AND F1T77NGS.
3. ELECTRICAL EQUIPMENT. 9. LADDERS
4. ELECTRICAL M07ORS.
5. LIFT STA770N ACCESS LID.
6. SLIDE AWAY PUMP COUPLINGS.
ACCEPTANCE FOR INSTALLA770N OF THE PUMPING UN /TS SHALL BE CONTINGENT UPON THE COMPLETENESS OF 7HE ABOVE
INFORMA770N.
7HE CONTRACTOR SHALL PERFORM TESTS IN THE PRESENCE OF 77-IE CITY OF RENTON INSPEC77ON AND THE OWNERS ENGINEER TO VERIFY
COMPLETE COMPLIANCE WITH 7HESE DRAWNGS
J. THE CONTRACTOR SHALL FURNISH AND INSTALL AS SHOWN ON THE DRAWINGS A PACO MODEL 480 -11 DUPLEX W4S7EW.47FR PUMPING
SYS7EN, OF 77-IE SUBMERSIBLE, QUICK- DISCONNEC77ON TYPE. EACH PUMP SHALL HAVE A CAPACITY OF 120 GPM AT A TOTAL
DYNAMIC HEAD OF 55 FEET. MOTORS SHALL BE NOT LESS THAN 5.0 HP, 1750 RPM, 3 PHASE, 60 HZ, 480 VOLTS PUMPS SHALL
BE DESIGNED TO PASS NOT LESS THAN A 2 -112 INCH DIAMETER SOLID, EACH PUMP IMPELLER SHALL BE 7RIMME9 TO THE EXACT FLOW
AND HEAD COND17701V AND OVERSIZED MOTORS WILL NOT BE ACCEPTABLE. PUMPING SYSTEM SHALL BE PACO TYPE OD
QUICK - DISCONNECT AS MANUFACTURED BY PACIFIC PUMPING COMPANY. MOTORS SHALL EACH INCLUDE 40 FEET OF W4 7ERPROOF
POWER CABLE AND SIGNAL CABLE WITH FACTORY - INSTALLED W,47ER77GHT CONNEC77ONS. STAINLESS S7FEL CABLE SUPPORT GRIPS
Wf771 SINGLE U -EYE ROD, FOR EACH GROUP OF MOTOR WIRES SHALL BE FURNISHED.
4. EACH PUMP SHALL HAVE A BASE MOUN771VG PLATE WITH QUICK DISCONNECT DISCHARGE ELBOW, NON SPARKING PUMP GUIDE BRACKET,
AND GUIDE RAILS. CONTRACTOR WILL SUPPLY STAINLESS CABLE (NYLON COVERED ALL CABLE SHALL BE U.L. LISTED) OF ADEQUATE
CAPACITY AND LENGTH FOR RAISING AND LOWERING PUMP -MOTOR ASSEMBLY. THE ACCESS LID SHALL BE SPECIAL SIZE, ALUMINUM
30- X 36- (I.D.) HINGED LONG SIDE MODIFIED TO HAVE A SURFACE MOUNTED PADLOCK HASP ROL7E0 TO DOOR LEAF.
5. SEWAGE PUMP PIPING AND VALVES SHALL BE AS SHOWN SCHEMA 77CALL Y ON THE DRAWINGS. PIPE SHALL BE DUC77LE IRON
CONFORMING 717 THE REQUIREMENTS OF ANSI A21.50. PIPE WALL THICKNESS SHALL BE AS REQUIRED FOR THICKNESS CLASS 50.
PIPE FLANGES SHALL CONFORM TO THE REQUIREMENTS OF ANSI B16.1, CLASS 125. ALL PIPE PASSING THROUGH CONCRETE WALLS
SHALL PASS THROUGH A MECHANICAL' JOINT SLEEVE W17H NEOPRENE GASKETS FLEXIBLE COUPLINGS SHALL BE THE GASKE7ED
SLEEVE TYPE. COUPLINGS SHALL BE CENTERED ON THE PIPE JOINT AND PROPERTY ASSEMBLED TO PROVDE A WA 7ER77GHTJOINT
UNDER ALL COJVD177ONS OF EXPANSION, CON7RAC77ON AND DEFLEC77ON.
6 GALE VALVES SHALL BE RESILIENT SEAT GATE VALVES CONFORMING TO THE LA7EST AWWA STANDARD. VALVES SHALL HAVE END TYPES
AS NEEDED FOR /NSTALLA77ON AND HAVE NON - RISING S7FM WITH HANDONEEL. CHECK VALVES SHALL BE SWING TYPE
NON -SLAM WITH BRONZE DISC AND SEAT RINGS AND OUTSIDE LEVER AND SPRINGS. VALVES SHALL BE EQUAL TO M &H.
7 S7RUC7URAL STEEL SHALL BE ASTM A36. FABRIC4770N SHALL BE IN ACCORDANCE WSTH ACCEPTED SHOP PRAC77CES. ALL JOINTS
SHALL BE WADED EXCEPT WHERE OTHER FAS7EN/NG METHODS ARE SHOW ON THE PLANS
8 CHAIN LINK FEVCE FABRIC SHALL BE NO. 9 WIRE, SMOOTH KNUCKLE FINISH TOP AND BOTTOM. FABRIC TO BE GAL VANIZED.
fl CORNER AND WERMEDIA7E POS75 - 2 718 INCA O.D. STANDARD PIPE, GA IF POSTS - 4 INCH O.D. STANDARD PIPE. PROVIDE
POST CAPS FOR ALL POS7S TOP RAIL - CON77N000S 1 518 /NCH O.D. STANDARD PIPE. SECURE FABRIC W97H W9RE CUPS, 14
INCHES O.0 ON LINE POSTS 12 INCHES O.0 ON RAILS AND TENSION WIRES. SET POSTS 3' - 0- INTO CONCRETE F0077NGS 9
INCH MINIMUM DIAME7ER 3= 4- DEEP. DRILL 1/8 INCH HOLE IN PIPE POST JUST ABOVE BASE. GA 7E TO HALE HEAVY PRESSED
57EEL CONNEC77ONS HINGES AND LATCH. LATCH AND ACCEPT PADLOCK. ALL S7FEL TO BE GALVANIZED.
9. DUPLEX LIQUID LEVEL CONTROL PANEL, NEMA 3 R VANDAL PROOF, DOUBLE DOOR, FAC70RY WIRED AND 7E57ED; PRESET ELECTRICAL
CONTROL PANEL; INDICA77NG LIGHTS AS REQUIRED, RELAYS, HOA; COMBINA7701V STARTERS WTH QUICK -7RIP HEA7ERS,• PUMP
AL7FRNA70RS• 7RANSDUCER LEVEL CONTROL SYSTEM,• HOUR METERS AND AMP GAUGES FOR EACH PUMP.
10. PROVIDE FLASHING ALARM BEACON AND AUDIBLE ALARM AND AUTOMA77C DIAL UP CONNEC77ON TO PRIVA7£ LIFT STA77ON MOMTOR CONTRACTOR.
11. POWER SERNCE TO PUMP STA770N TO BE INSTALLED BY PUGET SOUND ENERGY A RECEPTACLE WILL BE PROVIDED IN CONTROL PANEL
TO ALLOW PRIVATE CON7RACTOR TO POWER PUMP STA77ON IN AN EMERGENCY.
12 CO. METYPELL L REQUIREMENTS
BE ARE UR FOLLOWS
A. WETWELL LEVEL SHALL BE MEASURED USING A TRANSDUCER.
B. HIGH AND LOW LEVEL FLOATS SHALL BE USED FOR BACK -UP CONTROL. 6
13 THE FOLLOWING SHALL BE PERMANENTLY MOUN7ED AT THE PUMP STA77ON IN A LOCA77ON APPROVED BY 7HE OWNER, PERMANEN71 Y
ENGRAVED OPERA77NG DIAGRAM OF THE CONTROL AND MECHANICAL FEATURES, INCLUDING WET WELL VOLUME PER FOOT BASE ELEVA770N,
OVERFLOW ELEVA770N, EMERGENCY STORAGE LIMITED, PUMP OPERA77NG SET POINTS AND A WRITTEN DESCRIP77ON OF PUMP OPERA 770N.
14. THE MOTOR STAR7FRS SHALL USE REDUCED VOLTAGE SOLID STA7E STARTER W9TH INTRINSICALLY SAFE BARRIERS AND AN ABOVE
STA77ON DISCONNECT.
15 CHECK VALVES SHALL HAVE SENSORS FOR POSI77VE PUMP REPORT -8ACK CAPABILITY.
16. COAT 1AIS'DE NET ELL LATH HIGH SOLIDS URETHANE COA77NG. WASSER MC- CONSEAL OR EQUAL (COATING TO BE WHITE) COAT OUTSIDE
OF WET N£LL W77H 7NEMEC 4611 -413 COAL TAR EPDXY.
17 ALL FITTINGS W77H /N NET WELL SHALL BE FLANGED EXCEPT HHERE N07ED ON PLANS. PROVIDE SHACKLE RODS AND HANGER SUPPORTS
AS NEEDED. PIPING AND THRUST BLOCKING TO BE TEST TO 15OPS1.
18. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
19. ALL EZEC7R /CAL WIRING AND EQUIPMENT INSTALLED IN THE "WET WELL" SEC7701V MUST COMPLY W77H AR77CIE 22 OF 7HE ELECTRICAL
SAFETY ORDERS FOR CLASS 1, DIVISION 1, HAZARDOUS LOCA77ON PROVISIONS OF THE NATIONAL ELECTRICAL CODE" AND ALL OTHER
APPLICABLE LOCAL CODES AND ORDINANCES. A CITY OF RENTON ELECTRICAL PERM IT WILL BE REQUIRED FOR THE LIFT STA77ON WORK.
20. ALL CONDUITS SHALL BE PVT; SCH. 80 OR APPROVED EQUAL.
21. ALL ELECTRICAL WIRE SHALL BE "7HW" COPPER CONDUCTOR OR APPROVED EQUAL.
22. ALL NUTS; BOLTS AND WASHERS SHALL BE 304 SS1316 S.S., NO EXCEPTIONS.
23 OPERA77ON, EMERGENCY GENERA77ON BACK UP & MAINTFNANCE OF LIFT ETA77ON BY PRIVA7E CONTRACTOR,
24. AN OPERA77ONS AND MAINTENANCE MANUAL SHALL BE SUPPLIED BY THE CONTRACTOR AFTER REVIEW
AND APPROVAL BY THE CITY OF RENTON AND THE OW9JERS ENGINEER. T.
4� V J��P
ELECTRICAL NOTES
1. ALL WDRK SHALL CONFORM TO 7HE LA7F5'T ED177ON OF THE NA77ONAL ELECTRICAL CODE.
2 IN ADD177ON TO THE ELEC7R /CAL 17EMS SPECIFIED OR IMPLIED ON THESE PLANS, THE ® L \
CONTRACTOR SHALL FURNISH THE FOLLOWING - 4-26-0-1---1
A. 1 - CROUSE HINDS AR 2042 S22 GENERATOR RECEPTACLE, 480V, 3 PHASE, 4 WATT. DODDSENGI :INC. s
B. 1 - DRY STEP DOWN TRANSFORMER, APPROPRIAT EL Y, SIZED TO RUN >B07H PUMPS
C. 1 - MANUAL 7RANSFER SWITCH, . ' . SIZED "„T0 -RUN 90THyPUMPS. Planning 4205 148th Ave. N.E. Suite 200
Engineering Bellevue, Washington 98007
J. THE GENERATOR RECEPTACLE SHALL 'BE MOUNTED -/N A LOCA77ON ACCESSIBLE TO A Surveying (425) 885 -7877 (425) 885 -7983 Fax
TRAILER MOUNTED GENERATOR.
4. INSTALL 6' LONG GROUND ROD, 3/4L COPPER 'CLAD. DEI Job No. 94172
C25
sc"fp xr - j 199Q
ROLL #160 #241 � 24
BOLT UPPER GU /DE RAIL SPACER
H STEPS TO BOTTOM
TO HA 70Y FRAME AS RECOMMENDED
CAST 24" 0
BY MANUFACTURER, P05I770N
CAST IN PLACE CONCRETE
SPACER AS READ TO LOCATE
ACCESS INTO TOP
GUIDE RAIL PIPES IN 7RUE
LANDING APPROX.. 4' LONG
VER77CAL P057770N.
SLAB. INSTALL
EYE BOLT
X 3' WOE 3.3' TALL (FROM
112`0, S.S.
F
S7D. MH COVER
EL. 61.00
FLOOR OF LIFT STA770N)
& FRAME
a ° a
a
MOUNT 7RANSDUCER AND
° ° d°
4
I
BACKUP FLOATS TO WALL
PIPE HANGER
OF LIFT STA77ON W77H
(AS READ)
STEEL BRACKET
15" 15",",
18-
4" SPOOL (fZ)
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- - - =
F_ - - -
4 FM
- -..._�
8° FROM
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lo r-T-_
TO
CON7ROL
PANEL
STAINLESS STEEL CHAIN _
(W77H CLEWS RT77NGS
0 EACH END.)
2" STAINLESS
PIPE SLIDE RAILS
SUBMERSIBLE PUMPS-\
(2 EA.) PACO.
(SEE N07F 3)
BACK UP FLOAT -
SW7TCHES 318"
CORD. FOR HIGH
WATER & LOW
WATER ALARMS
7RANSDUCER LEVEL -
CON77?OL SYSTEM
Wwp •,7- a 79
4" D.I. DISCHARGE PIPE (FL) I °
1
x42 "x . 7HICK CONC PAD\ \- GENERAT camECT70N
A - DUfdE_ Q lEL CON >/
INSTALL MOBILE GENERATOR CONNEC77ON
AND DRY 7RANSFORMER FOR 7RAILER
MOUNTED EMERGENCY GENERATOR 480V,
3ph, 6OHz
LIFT S TA T /ON SITE PLAN
132-0 CONC. MANHOLE w1
RUBBER GASKET JOIN7S.
PIPE. INC. OR EQUAL
(GROUT JOINTS INSIDE & OUT)
1 " =f0'
° 8" FROM HIGH WATER ALARM FLOAT EL. 51.50
IE 50.94 SSMH 1 2ND PUMP ON EL. 51.00
° 4 1ST PUMP ON EL. 50.50
PUMPS OFF EL. 50.00
d
LOW WATER ALARM FLOAT E. 49.50
d
BOTTOM EL. 49.0
d ° Q
d
CONC. 0 4: 1 SLOPE TO
SECTION VIEW PUMP BASEPLAIF
LIFT S TA % ®ON ®Eri4 ®L ..
ay DA: BY bAiE - -
1. THE SANITARY SEWER LIFT STA77ON SHALL BE CONSTRUCTED AS SHOWN IN PLAN AND IN ACCORDANCE WITH THESE SPECIRCA77ONS
AND THE CITY OF RENTON STANDARDS AND SPECIFICATIONS.
2 7HE CONTRACTOR SHALL SUBMIT TO THE CITY OF RENTON, AND THE OWNERS ENGINEER, FOUR (4) SETS OF DETAILED SHOP DRAWINGS OF THE LIFT STA77ON.
SHOP DRAWINGS SHALL INCLUDE DETAILS OF 7HE FOLLOWING, BUT SHALL NOT BE LIM17ED TO THE FOLLOWING.
i. MANHOLE CHAMBER, BASE AND 70P SEC77ON. 7 PUMP SLIDE RAILS.
2 PUMPS W97H PERFORMANCE CURVES. 8. VALVES, PIPING AND F1T77NGS.
3. ELECTRICAL EQUIPMENT. 9. LADDERS
4. ELECTRICAL M07ORS.
5. LIFT STA770N ACCESS LID.
6. SLIDE AWAY PUMP COUPLINGS.
ACCEPTANCE FOR INSTALLA770N OF THE PUMPING UN /TS SHALL BE CONTINGENT UPON THE COMPLETENESS OF 7HE ABOVE
INFORMA770N.
7HE CONTRACTOR SHALL PERFORM TESTS IN THE PRESENCE OF 77-IE CITY OF RENTON INSPEC77ON AND THE OWNERS ENGINEER TO VERIFY
COMPLETE COMPLIANCE WITH 7HESE DRAWNGS
J. THE CONTRACTOR SHALL FURNISH AND INSTALL AS SHOWN ON THE DRAWINGS A PACO MODEL 480 -11 DUPLEX W4S7EW.47FR PUMPING
SYS7EN, OF 77-IE SUBMERSIBLE, QUICK- DISCONNEC77ON TYPE. EACH PUMP SHALL HAVE A CAPACITY OF 120 GPM AT A TOTAL
DYNAMIC HEAD OF 55 FEET. MOTORS SHALL BE NOT LESS THAN 5.0 HP, 1750 RPM, 3 PHASE, 60 HZ, 480 VOLTS PUMPS SHALL
BE DESIGNED TO PASS NOT LESS THAN A 2 -112 INCH DIAMETER SOLID, EACH PUMP IMPELLER SHALL BE 7RIMME9 TO THE EXACT FLOW
AND HEAD COND17701V AND OVERSIZED MOTORS WILL NOT BE ACCEPTABLE. PUMPING SYSTEM SHALL BE PACO TYPE OD
QUICK - DISCONNECT AS MANUFACTURED BY PACIFIC PUMPING COMPANY. MOTORS SHALL EACH INCLUDE 40 FEET OF W4 7ERPROOF
POWER CABLE AND SIGNAL CABLE WITH FACTORY - INSTALLED W,47ER77GHT CONNEC77ONS. STAINLESS S7FEL CABLE SUPPORT GRIPS
Wf771 SINGLE U -EYE ROD, FOR EACH GROUP OF MOTOR WIRES SHALL BE FURNISHED.
4. EACH PUMP SHALL HAVE A BASE MOUN771VG PLATE WITH QUICK DISCONNECT DISCHARGE ELBOW, NON SPARKING PUMP GUIDE BRACKET,
AND GUIDE RAILS. CONTRACTOR WILL SUPPLY STAINLESS CABLE (NYLON COVERED ALL CABLE SHALL BE U.L. LISTED) OF ADEQUATE
CAPACITY AND LENGTH FOR RAISING AND LOWERING PUMP -MOTOR ASSEMBLY. THE ACCESS LID SHALL BE SPECIAL SIZE, ALUMINUM
30- X 36- (I.D.) HINGED LONG SIDE MODIFIED TO HAVE A SURFACE MOUNTED PADLOCK HASP ROL7E0 TO DOOR LEAF.
5. SEWAGE PUMP PIPING AND VALVES SHALL BE AS SHOWN SCHEMA 77CALL Y ON THE DRAWINGS. PIPE SHALL BE DUC77LE IRON
CONFORMING 717 THE REQUIREMENTS OF ANSI A21.50. PIPE WALL THICKNESS SHALL BE AS REQUIRED FOR THICKNESS CLASS 50.
PIPE FLANGES SHALL CONFORM TO THE REQUIREMENTS OF ANSI B16.1, CLASS 125. ALL PIPE PASSING THROUGH CONCRETE WALLS
SHALL PASS THROUGH A MECHANICAL' JOINT SLEEVE W17H NEOPRENE GASKETS FLEXIBLE COUPLINGS SHALL BE THE GASKE7ED
SLEEVE TYPE. COUPLINGS SHALL BE CENTERED ON THE PIPE JOINT AND PROPERTY ASSEMBLED TO PROVDE A WA 7ER77GHTJOINT
UNDER ALL COJVD177ONS OF EXPANSION, CON7RAC77ON AND DEFLEC77ON.
6 GALE VALVES SHALL BE RESILIENT SEAT GATE VALVES CONFORMING TO THE LA7EST AWWA STANDARD. VALVES SHALL HAVE END TYPES
AS NEEDED FOR /NSTALLA77ON AND HAVE NON - RISING S7FM WITH HANDONEEL. CHECK VALVES SHALL BE SWING TYPE
NON -SLAM WITH BRONZE DISC AND SEAT RINGS AND OUTSIDE LEVER AND SPRINGS. VALVES SHALL BE EQUAL TO M &H.
7 S7RUC7URAL STEEL SHALL BE ASTM A36. FABRIC4770N SHALL BE IN ACCORDANCE WSTH ACCEPTED SHOP PRAC77CES. ALL JOINTS
SHALL BE WADED EXCEPT WHERE OTHER FAS7EN/NG METHODS ARE SHOW ON THE PLANS
8 CHAIN LINK FEVCE FABRIC SHALL BE NO. 9 WIRE, SMOOTH KNUCKLE FINISH TOP AND BOTTOM. FABRIC TO BE GAL VANIZED.
fl CORNER AND WERMEDIA7E POS75 - 2 718 INCA O.D. STANDARD PIPE, GA IF POSTS - 4 INCH O.D. STANDARD PIPE. PROVIDE
POST CAPS FOR ALL POS7S TOP RAIL - CON77N000S 1 518 /NCH O.D. STANDARD PIPE. SECURE FABRIC W97H W9RE CUPS, 14
INCHES O.0 ON LINE POSTS 12 INCHES O.0 ON RAILS AND TENSION WIRES. SET POSTS 3' - 0- INTO CONCRETE F0077NGS 9
INCH MINIMUM DIAME7ER 3= 4- DEEP. DRILL 1/8 INCH HOLE IN PIPE POST JUST ABOVE BASE. GA 7E TO HALE HEAVY PRESSED
57EEL CONNEC77ONS HINGES AND LATCH. LATCH AND ACCEPT PADLOCK. ALL S7FEL TO BE GALVANIZED.
9. DUPLEX LIQUID LEVEL CONTROL PANEL, NEMA 3 R VANDAL PROOF, DOUBLE DOOR, FAC70RY WIRED AND 7E57ED; PRESET ELECTRICAL
CONTROL PANEL; INDICA77NG LIGHTS AS REQUIRED, RELAYS, HOA; COMBINA7701V STARTERS WTH QUICK -7RIP HEA7ERS,• PUMP
AL7FRNA70RS• 7RANSDUCER LEVEL CONTROL SYSTEM,• HOUR METERS AND AMP GAUGES FOR EACH PUMP.
10. PROVIDE FLASHING ALARM BEACON AND AUDIBLE ALARM AND AUTOMA77C DIAL UP CONNEC77ON TO PRIVA7£ LIFT STA77ON MOMTOR CONTRACTOR.
11. POWER SERNCE TO PUMP STA770N TO BE INSTALLED BY PUGET SOUND ENERGY A RECEPTACLE WILL BE PROVIDED IN CONTROL PANEL
TO ALLOW PRIVATE CON7RACTOR TO POWER PUMP STA77ON IN AN EMERGENCY.
12 CO. METYPELL L REQUIREMENTS
BE ARE UR FOLLOWS
A. WETWELL LEVEL SHALL BE MEASURED USING A TRANSDUCER.
B. HIGH AND LOW LEVEL FLOATS SHALL BE USED FOR BACK -UP CONTROL. 6
13 THE FOLLOWING SHALL BE PERMANENTLY MOUN7ED AT THE PUMP STA77ON IN A LOCA77ON APPROVED BY 7HE OWNER, PERMANEN71 Y
ENGRAVED OPERA77NG DIAGRAM OF THE CONTROL AND MECHANICAL FEATURES, INCLUDING WET WELL VOLUME PER FOOT BASE ELEVA770N,
OVERFLOW ELEVA770N, EMERGENCY STORAGE LIMITED, PUMP OPERA77NG SET POINTS AND A WRITTEN DESCRIP77ON OF PUMP OPERA 770N.
14. THE MOTOR STAR7FRS SHALL USE REDUCED VOLTAGE SOLID STA7E STARTER W9TH INTRINSICALLY SAFE BARRIERS AND AN ABOVE
STA77ON DISCONNECT.
15 CHECK VALVES SHALL HAVE SENSORS FOR POSI77VE PUMP REPORT -8ACK CAPABILITY.
16. COAT 1AIS'DE NET ELL LATH HIGH SOLIDS URETHANE COA77NG. WASSER MC- CONSEAL OR EQUAL (COATING TO BE WHITE) COAT OUTSIDE
OF WET N£LL W77H 7NEMEC 4611 -413 COAL TAR EPDXY.
17 ALL FITTINGS W77H /N NET WELL SHALL BE FLANGED EXCEPT HHERE N07ED ON PLANS. PROVIDE SHACKLE RODS AND HANGER SUPPORTS
AS NEEDED. PIPING AND THRUST BLOCKING TO BE TEST TO 15OPS1.
18. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
19. ALL EZEC7R /CAL WIRING AND EQUIPMENT INSTALLED IN THE "WET WELL" SEC7701V MUST COMPLY W77H AR77CIE 22 OF 7HE ELECTRICAL
SAFETY ORDERS FOR CLASS 1, DIVISION 1, HAZARDOUS LOCA77ON PROVISIONS OF THE NATIONAL ELECTRICAL CODE" AND ALL OTHER
APPLICABLE LOCAL CODES AND ORDINANCES. A CITY OF RENTON ELECTRICAL PERM IT WILL BE REQUIRED FOR THE LIFT STA77ON WORK.
20. ALL CONDUITS SHALL BE PVT; SCH. 80 OR APPROVED EQUAL.
21. ALL ELECTRICAL WIRE SHALL BE "7HW" COPPER CONDUCTOR OR APPROVED EQUAL.
22. ALL NUTS; BOLTS AND WASHERS SHALL BE 304 SS1316 S.S., NO EXCEPTIONS.
23 OPERA77ON, EMERGENCY GENERA77ON BACK UP & MAINTFNANCE OF LIFT ETA77ON BY PRIVA7E CONTRACTOR,
24. AN OPERA77ONS AND MAINTENANCE MANUAL SHALL BE SUPPLIED BY THE CONTRACTOR AFTER REVIEW
AND APPROVAL BY THE CITY OF RENTON AND THE OW9JERS ENGINEER. T.
4� V J��P
ELECTRICAL NOTES
1. ALL WDRK SHALL CONFORM TO 7HE LA7F5'T ED177ON OF THE NA77ONAL ELECTRICAL CODE.
2 IN ADD177ON TO THE ELEC7R /CAL 17EMS SPECIFIED OR IMPLIED ON THESE PLANS, THE ® L \
CONTRACTOR SHALL FURNISH THE FOLLOWING - 4-26-0-1---1
A. 1 - CROUSE HINDS AR 2042 S22 GENERATOR RECEPTACLE, 480V, 3 PHASE, 4 WATT. DODDSENGI :INC. s
B. 1 - DRY STEP DOWN TRANSFORMER, APPROPRIAT EL Y, SIZED TO RUN >B07H PUMPS
C. 1 - MANUAL 7RANSFER SWITCH, . ' . SIZED "„T0 -RUN 90THyPUMPS. Planning 4205 148th Ave. N.E. Suite 200
Engineering Bellevue, Washington 98007
J. THE GENERATOR RECEPTACLE SHALL 'BE MOUNTED -/N A LOCA77ON ACCESSIBLE TO A Surveying (425) 885 -7877 (425) 885 -7983 Fax
TRAILER MOUNTED GENERATOR.
4. INSTALL 6' LONG GROUND ROD, 3/4L COPPER 'CLAD. DEI Job No. 94172
C25
sc"fp xr - j 199Q
ROLL #160 #241 � 24
BOLT UPPER GU /DE RAIL SPACER
COVER & ACCESS DOOR
TO HA 70Y FRAME AS RECOMMENDED
PER PACO PUMPS SPECS
BY MANUFACTURER, P05I770N
10" PVC AIR VENT
SPACER AS READ TO LOCATE
W97H SCREEN
GUIDE RAIL PIPES IN 7RUE
VER77CAL P057770N.
EYE BOLT
112`0, S.S.
F
6"
EL. 61.00
a ° a
a
° ° d°
4
PIPE HANGER
(AS READ)
TO
CON7ROL
PANEL
STAINLESS STEEL CHAIN _
(W77H CLEWS RT77NGS
0 EACH END.)
2" STAINLESS
PIPE SLIDE RAILS
SUBMERSIBLE PUMPS-\
(2 EA.) PACO.
(SEE N07F 3)
BACK UP FLOAT -
SW7TCHES 318"
CORD. FOR HIGH
WATER & LOW
WATER ALARMS
7RANSDUCER LEVEL -
CON77?OL SYSTEM
Wwp •,7- a 79
4" D.I. DISCHARGE PIPE (FL) I °
1
x42 "x . 7HICK CONC PAD\ \- GENERAT camECT70N
A - DUfdE_ Q lEL CON >/
INSTALL MOBILE GENERATOR CONNEC77ON
AND DRY 7RANSFORMER FOR 7RAILER
MOUNTED EMERGENCY GENERATOR 480V,
3ph, 6OHz
LIFT S TA T /ON SITE PLAN
132-0 CONC. MANHOLE w1
RUBBER GASKET JOIN7S.
PIPE. INC. OR EQUAL
(GROUT JOINTS INSIDE & OUT)
1 " =f0'
° 8" FROM HIGH WATER ALARM FLOAT EL. 51.50
IE 50.94 SSMH 1 2ND PUMP ON EL. 51.00
° 4 1ST PUMP ON EL. 50.50
PUMPS OFF EL. 50.00
d
LOW WATER ALARM FLOAT E. 49.50
d
BOTTOM EL. 49.0
d ° Q
d
CONC. 0 4: 1 SLOPE TO
SECTION VIEW PUMP BASEPLAIF
LIFT S TA % ®ON ®Eri4 ®L ..
ay DA: BY bAiE - -
1. THE SANITARY SEWER LIFT STA77ON SHALL BE CONSTRUCTED AS SHOWN IN PLAN AND IN ACCORDANCE WITH THESE SPECIRCA77ONS
AND THE CITY OF RENTON STANDARDS AND SPECIFICATIONS.
2 7HE CONTRACTOR SHALL SUBMIT TO THE CITY OF RENTON, AND THE OWNERS ENGINEER, FOUR (4) SETS OF DETAILED SHOP DRAWINGS OF THE LIFT STA77ON.
SHOP DRAWINGS SHALL INCLUDE DETAILS OF 7HE FOLLOWING, BUT SHALL NOT BE LIM17ED TO THE FOLLOWING.
i. MANHOLE CHAMBER, BASE AND 70P SEC77ON. 7 PUMP SLIDE RAILS.
2 PUMPS W97H PERFORMANCE CURVES. 8. VALVES, PIPING AND F1T77NGS.
3. ELECTRICAL EQUIPMENT. 9. LADDERS
4. ELECTRICAL M07ORS.
5. LIFT STA770N ACCESS LID.
6. SLIDE AWAY PUMP COUPLINGS.
ACCEPTANCE FOR INSTALLA770N OF THE PUMPING UN /TS SHALL BE CONTINGENT UPON THE COMPLETENESS OF 7HE ABOVE
INFORMA770N.
7HE CONTRACTOR SHALL PERFORM TESTS IN THE PRESENCE OF 77-IE CITY OF RENTON INSPEC77ON AND THE OWNERS ENGINEER TO VERIFY
COMPLETE COMPLIANCE WITH 7HESE DRAWNGS
J. THE CONTRACTOR SHALL FURNISH AND INSTALL AS SHOWN ON THE DRAWINGS A PACO MODEL 480 -11 DUPLEX W4S7EW.47FR PUMPING
SYS7EN, OF 77-IE SUBMERSIBLE, QUICK- DISCONNEC77ON TYPE. EACH PUMP SHALL HAVE A CAPACITY OF 120 GPM AT A TOTAL
DYNAMIC HEAD OF 55 FEET. MOTORS SHALL BE NOT LESS THAN 5.0 HP, 1750 RPM, 3 PHASE, 60 HZ, 480 VOLTS PUMPS SHALL
BE DESIGNED TO PASS NOT LESS THAN A 2 -112 INCH DIAMETER SOLID, EACH PUMP IMPELLER SHALL BE 7RIMME9 TO THE EXACT FLOW
AND HEAD COND17701V AND OVERSIZED MOTORS WILL NOT BE ACCEPTABLE. PUMPING SYSTEM SHALL BE PACO TYPE OD
QUICK - DISCONNECT AS MANUFACTURED BY PACIFIC PUMPING COMPANY. MOTORS SHALL EACH INCLUDE 40 FEET OF W4 7ERPROOF
POWER CABLE AND SIGNAL CABLE WITH FACTORY - INSTALLED W,47ER77GHT CONNEC77ONS. STAINLESS S7FEL CABLE SUPPORT GRIPS
Wf771 SINGLE U -EYE ROD, FOR EACH GROUP OF MOTOR WIRES SHALL BE FURNISHED.
4. EACH PUMP SHALL HAVE A BASE MOUN771VG PLATE WITH QUICK DISCONNECT DISCHARGE ELBOW, NON SPARKING PUMP GUIDE BRACKET,
AND GUIDE RAILS. CONTRACTOR WILL SUPPLY STAINLESS CABLE (NYLON COVERED ALL CABLE SHALL BE U.L. LISTED) OF ADEQUATE
CAPACITY AND LENGTH FOR RAISING AND LOWERING PUMP -MOTOR ASSEMBLY. THE ACCESS LID SHALL BE SPECIAL SIZE, ALUMINUM
30- X 36- (I.D.) HINGED LONG SIDE MODIFIED TO HAVE A SURFACE MOUNTED PADLOCK HASP ROL7E0 TO DOOR LEAF.
5. SEWAGE PUMP PIPING AND VALVES SHALL BE AS SHOWN SCHEMA 77CALL Y ON THE DRAWINGS. PIPE SHALL BE DUC77LE IRON
CONFORMING 717 THE REQUIREMENTS OF ANSI A21.50. PIPE WALL THICKNESS SHALL BE AS REQUIRED FOR THICKNESS CLASS 50.
PIPE FLANGES SHALL CONFORM TO THE REQUIREMENTS OF ANSI B16.1, CLASS 125. ALL PIPE PASSING THROUGH CONCRETE WALLS
SHALL PASS THROUGH A MECHANICAL' JOINT SLEEVE W17H NEOPRENE GASKETS FLEXIBLE COUPLINGS SHALL BE THE GASKE7ED
SLEEVE TYPE. COUPLINGS SHALL BE CENTERED ON THE PIPE JOINT AND PROPERTY ASSEMBLED TO PROVDE A WA 7ER77GHTJOINT
UNDER ALL COJVD177ONS OF EXPANSION, CON7RAC77ON AND DEFLEC77ON.
6 GALE VALVES SHALL BE RESILIENT SEAT GATE VALVES CONFORMING TO THE LA7EST AWWA STANDARD. VALVES SHALL HAVE END TYPES
AS NEEDED FOR /NSTALLA77ON AND HAVE NON - RISING S7FM WITH HANDONEEL. CHECK VALVES SHALL BE SWING TYPE
NON -SLAM WITH BRONZE DISC AND SEAT RINGS AND OUTSIDE LEVER AND SPRINGS. VALVES SHALL BE EQUAL TO M &H.
7 S7RUC7URAL STEEL SHALL BE ASTM A36. FABRIC4770N SHALL BE IN ACCORDANCE WSTH ACCEPTED SHOP PRAC77CES. ALL JOINTS
SHALL BE WADED EXCEPT WHERE OTHER FAS7EN/NG METHODS ARE SHOW ON THE PLANS
8 CHAIN LINK FEVCE FABRIC SHALL BE NO. 9 WIRE, SMOOTH KNUCKLE FINISH TOP AND BOTTOM. FABRIC TO BE GAL VANIZED.
fl CORNER AND WERMEDIA7E POS75 - 2 718 INCA O.D. STANDARD PIPE, GA IF POSTS - 4 INCH O.D. STANDARD PIPE. PROVIDE
POST CAPS FOR ALL POS7S TOP RAIL - CON77N000S 1 518 /NCH O.D. STANDARD PIPE. SECURE FABRIC W97H W9RE CUPS, 14
INCHES O.0 ON LINE POSTS 12 INCHES O.0 ON RAILS AND TENSION WIRES. SET POSTS 3' - 0- INTO CONCRETE F0077NGS 9
INCH MINIMUM DIAME7ER 3= 4- DEEP. DRILL 1/8 INCH HOLE IN PIPE POST JUST ABOVE BASE. GA 7E TO HALE HEAVY PRESSED
57EEL CONNEC77ONS HINGES AND LATCH. LATCH AND ACCEPT PADLOCK. ALL S7FEL TO BE GALVANIZED.
9. DUPLEX LIQUID LEVEL CONTROL PANEL, NEMA 3 R VANDAL PROOF, DOUBLE DOOR, FAC70RY WIRED AND 7E57ED; PRESET ELECTRICAL
CONTROL PANEL; INDICA77NG LIGHTS AS REQUIRED, RELAYS, HOA; COMBINA7701V STARTERS WTH QUICK -7RIP HEA7ERS,• PUMP
AL7FRNA70RS• 7RANSDUCER LEVEL CONTROL SYSTEM,• HOUR METERS AND AMP GAUGES FOR EACH PUMP.
10. PROVIDE FLASHING ALARM BEACON AND AUDIBLE ALARM AND AUTOMA77C DIAL UP CONNEC77ON TO PRIVA7£ LIFT STA77ON MOMTOR CONTRACTOR.
11. POWER SERNCE TO PUMP STA770N TO BE INSTALLED BY PUGET SOUND ENERGY A RECEPTACLE WILL BE PROVIDED IN CONTROL PANEL
TO ALLOW PRIVATE CON7RACTOR TO POWER PUMP STA77ON IN AN EMERGENCY.
12 CO. METYPELL L REQUIREMENTS
BE ARE UR FOLLOWS
A. WETWELL LEVEL SHALL BE MEASURED USING A TRANSDUCER.
B. HIGH AND LOW LEVEL FLOATS SHALL BE USED FOR BACK -UP CONTROL. 6
13 THE FOLLOWING SHALL BE PERMANENTLY MOUN7ED AT THE PUMP STA77ON IN A LOCA77ON APPROVED BY 7HE OWNER, PERMANEN71 Y
ENGRAVED OPERA77NG DIAGRAM OF THE CONTROL AND MECHANICAL FEATURES, INCLUDING WET WELL VOLUME PER FOOT BASE ELEVA770N,
OVERFLOW ELEVA770N, EMERGENCY STORAGE LIMITED, PUMP OPERA77NG SET POINTS AND A WRITTEN DESCRIP77ON OF PUMP OPERA 770N.
14. THE MOTOR STAR7FRS SHALL USE REDUCED VOLTAGE SOLID STA7E STARTER W9TH INTRINSICALLY SAFE BARRIERS AND AN ABOVE
STA77ON DISCONNECT.
15 CHECK VALVES SHALL HAVE SENSORS FOR POSI77VE PUMP REPORT -8ACK CAPABILITY.
16. COAT 1AIS'DE NET ELL LATH HIGH SOLIDS URETHANE COA77NG. WASSER MC- CONSEAL OR EQUAL (COATING TO BE WHITE) COAT OUTSIDE
OF WET N£LL W77H 7NEMEC 4611 -413 COAL TAR EPDXY.
17 ALL FITTINGS W77H /N NET WELL SHALL BE FLANGED EXCEPT HHERE N07ED ON PLANS. PROVIDE SHACKLE RODS AND HANGER SUPPORTS
AS NEEDED. PIPING AND THRUST BLOCKING TO BE TEST TO 15OPS1.
18. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE AND SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
19. ALL EZEC7R /CAL WIRING AND EQUIPMENT INSTALLED IN THE "WET WELL" SEC7701V MUST COMPLY W77H AR77CIE 22 OF 7HE ELECTRICAL
SAFETY ORDERS FOR CLASS 1, DIVISION 1, HAZARDOUS LOCA77ON PROVISIONS OF THE NATIONAL ELECTRICAL CODE" AND ALL OTHER
APPLICABLE LOCAL CODES AND ORDINANCES. A CITY OF RENTON ELECTRICAL PERM IT WILL BE REQUIRED FOR THE LIFT STA77ON WORK.
20. ALL CONDUITS SHALL BE PVT; SCH. 80 OR APPROVED EQUAL.
21. ALL ELECTRICAL WIRE SHALL BE "7HW" COPPER CONDUCTOR OR APPROVED EQUAL.
22. ALL NUTS; BOLTS AND WASHERS SHALL BE 304 SS1316 S.S., NO EXCEPTIONS.
23 OPERA77ON, EMERGENCY GENERA77ON BACK UP & MAINTFNANCE OF LIFT ETA77ON BY PRIVA7E CONTRACTOR,
24. AN OPERA77ONS AND MAINTENANCE MANUAL SHALL BE SUPPLIED BY THE CONTRACTOR AFTER REVIEW
AND APPROVAL BY THE CITY OF RENTON AND THE OW9JERS ENGINEER. T.
4� V J��P
ELECTRICAL NOTES
1. ALL WDRK SHALL CONFORM TO 7HE LA7F5'T ED177ON OF THE NA77ONAL ELECTRICAL CODE.
2 IN ADD177ON TO THE ELEC7R /CAL 17EMS SPECIFIED OR IMPLIED ON THESE PLANS, THE ® L \
CONTRACTOR SHALL FURNISH THE FOLLOWING - 4-26-0-1---1
A. 1 - CROUSE HINDS AR 2042 S22 GENERATOR RECEPTACLE, 480V, 3 PHASE, 4 WATT. DODDSENGI :INC. s
B. 1 - DRY STEP DOWN TRANSFORMER, APPROPRIAT EL Y, SIZED TO RUN >B07H PUMPS
C. 1 - MANUAL 7RANSFER SWITCH, . ' . SIZED "„T0 -RUN 90THyPUMPS. Planning 4205 148th Ave. N.E. Suite 200
Engineering Bellevue, Washington 98007
J. THE GENERATOR RECEPTACLE SHALL 'BE MOUNTED -/N A LOCA77ON ACCESSIBLE TO A Surveying (425) 885 -7877 (425) 885 -7983 Fax
TRAILER MOUNTED GENERATOR.
4. INSTALL 6' LONG GROUND ROD, 3/4L COPPER 'CLAD. DEI Job No. 94172
C25
sc"fp xr - j 199Q
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,
BENCHMARK:
Planning
4205 148th Ave. N.E suite 200
Engine: ing
Bellevue, Washington 98007
w
Existing Apartments
T OP OF MONUMENT IN CASE, INTERSECTION
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CITY OF RENTON VERTICAL DATUM (NGVD 1929)
BENCHMARK:
Planning
4205 148th Ave. N.E suite 200
Engine: ing
Bellevue, Washington 98007
T OP OF MONUMENT IN CASE, INTERSECTION
OF 45TH PL S. AND TALBOT ROAD OF
(425) 885 7877 (425) 885-7963 fax
CITY OF RENTON STATION NO. 1227
DE/ Job No. 94172
ELEV. 154.78
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SCANNED: 3CT - 8 1999 /j J3; -7 - ?',cpS'b9 SCANNED SEP 13 2002
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SEC. 31, TWP. 23 N., RGE. 5 E., W.M.
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SEC. 31, TWP. 23 N., RGE. 5 E., W.M.
LIFT S TA TION NOTES
TO
PLAN VIEW
H STEPS 70 BOTTOM
CAST 24' A
COVER & ACCESS DOOR
TO HATCH FRAME AS RECOMMENDED
CAST IN PLACE CONCR£7F
ACCESS IN70 TOP
10' PVC AIR VENT
SPACER AS REQD TO LOCATE
LANDING APPROX.. 4' LONG
SLAB. INSTALL
DOnDS ERG/ S, INC
EYE BOLT
X 3' WIDE 3.3' TALL (FROM
STD. MH COVER
6'
EL. 61.00
FZOOR OF LIFT STATION)
& FRAME
G
G ° a
a ° G
MOUNT 7RANSDUCER AND
I
d
BACKUP FLOATS 70 WALL
(425) 885 -7877 (425) 885 -7963 Fax
TRAILER MOUNTED GENERATOR.
OF LIFT STA77ON WITH
4. INSTALL 6' LONG GROUND ROD, 314' COPPER CLAD.
DEI Job No. 94172
S7EEZ BRACKET
�
15' 15'
18' I
SCANNED SEP 13 2002
4' SPOOL (FL)
'
h
_
4' FM
SSMH 1
PIPE SLIDE RAILS
N
L °�
SUBMERSIBLE PUMPS
c / - -'? 3'r c 6
SCMMFQ )CT - f 1999
4 WYE (R)
30'x36' ACCESS
_
(2 EA.) PACO.
4' 45- BEND (FL)
DOOR PER PACO
PUMP SPECS CAST
(SEE NO IC 3)
2 -4' GATE VALVES (FZ)
INTO TOP SLAB
BACK UP FLOAT
°
2 -4' CHECK VAL VES (FL)
2 -4' 90- BENDS (FL)
10' AIR_'
VENT
TO
PLAN VIEW
..,
pE
BOLT UPPER GUIDE RAIL SPACER
COVER & ACCESS DOOR
TO HATCH FRAME AS RECOMMENDED
PER PACO PUMPS SPECS
BY MANUFAC7URER, POS177ON
10' PVC AIR VENT
SPACER AS REQD TO LOCATE
WITH SCREEN
GUIDE RAIL PIPES IN 7RUE
VER77CAL POSITION.
DOnDS ERG/ S, INC
EYE BOLT
PANEL
112-0, S. S.
6'
EL. 61.00
C. 1 - MANUAL 7RAN -97P SWITCH, APP TEL rSZED TO RUN BOTH PUMPS
Planning
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G ° a
a ° G
Engineering
PIPE HANGER
(AS REO D)
TO
A S B U I LT
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CON7ROL
- 4 -26 -01
A. 1 - CROUSE HINDS AR 2042 S22 GENERA 7OR RECEPTACLE, 480V, 3 PHASE, 4 WATT
DOnDS ERG/ S, INC
PANEL
_
C. 1 - MANUAL 7RAN -97P SWITCH, APP TEL rSZED TO RUN BOTH PUMPS
Planning
G
Engineering
Bellevue, Washington 98007
d
STAINLESS STEEL CHAIN
(425) 885 -7877 (425) 885 -7963 Fax
TRAILER MOUNTED GENERATOR.
4. INSTALL 6' LONG GROUND ROD, 314' COPPER CLAD.
DEI Job No. 94172
(W h'i CLEWS FITTINGS
0 EACH END.)
SCANNED SEP 13 2002
4' D.I. DISCHARGE PIPE (FL)
a
2' STAINLESS
PIPE SLIDE RAILS
a
SUBMERSIBLE PUMPS
c / - -'? 3'r c 6
SCMMFQ )CT - f 1999
_
(2 EA.) PACO.
d
(SEE NO IC 3)
BACK UP FLOAT
°
SWITCHES 3/8" 0
CORD. FOR HIGH
WA7FR & LOW
lE 50.94
WA7FR ALARMS
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7RANSDUCER LEVEL-
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1. 7HE SANITARY SEWER LIFT STARON SHALL BE CCN57RUC7ED AS SHOWN IN PLAN AND IN ACCORDANCE W1771 THESE SPECE?C4 77O VS
AND THE CITY OF REwm STA.NDAl7DS AND SPmnrm71ONS
2. 7HE CONTRACTOR SHALL SUBMIT TO 7HE CITY OF RENTON, AND THE OWNERS ENGINEER, FOUR (4) SE75 OF DETAILED SHOF BRAIWNGS OF 771E LIFT STA770N.
SHOP DRAWINGS SHALL INCLUDE DETAILS OF THE FOLLOWING; BUT SHALL NOT BE LIMITED TO 771E FOLLOWING.'
1. MANHOLE CHAMBER, BASE AND 70P SEC7I0N. 7. PUMP SLIDE RAILS
2. PUMPS WI7H PERFORMANCE CURVES B VAL WS; PIPING AND F7777NGS.
J. REC7RICAL EQUIPMENT. 9. LADDERS
4. ELECIR /CAL MOTORS
5 LIFT STA77ON ACCESS LID.
6. SLIDE AWAY PUMP COUPLINGS
ACCEPTANCE FOR /NSTALLA7701V OF 771E PUMPING UNI7S SHALL BE CONTINGENT UPON 771E COMPLETENESS OF 7HE ABOVE
INFORMA77OV.
7HE CONTRACTOR SHALL PERFORM TESTS IN THE PRESENCE OF 771E CITY OF RDV70N INSPEC77ON AND THE OIWVERS ENGINEER TO VERIFY
COMPLETE COMPLIANCE WITH THESE DRAWINGS
J. THE CONTRACTOR .SHALL FURNISH AND INSTALL AS 5WOWtV ON 771E DRAWINGS A PACO MODEL 480-11 DUPLEX WAS7EWAIER PUMPING
SYSTEM, OF THE SUBMERSIBLE; QUICK- DISCOVNECRON TYPE. EACH PUMP SHALL HAVE A CAPACITY OF 120 GPM AT A TOTAL
DYNAMIC HEAD OF 55 FEET. MO7OR_0 SHALL BE NOT LESS 7HAN 5.0 HP, 1750 RPM, 3 PHASE- 60 HZ 480 AX7.S PUMPS SM411.
BE DESIGNED 70 PASS NOT LESS THAN A 2 -112 INCH DIAMETER SOLID. EACH PUMP IMPELLER 571ALL BE TRIMMED TO 7HE EXACT FLOW
AND HEAD COND /AON AND OVERSIZED MOTORS WILL NOT BE ACCEPTABLE PUMPING SY57EM STlAIL BE PACO TYPE GD
QUICK- DISCONNECT AS MANUFAC7URED BY PACIFIC PUMPING COMPANY. MOTORS SHALL EACH INCLUDE 40 FEET OF WATERPROOF
POWER CABLE AND SIGNAL CABLE WIN FAC7ARY- INSTALLED WA7ER77GHT CONNEC77CWS STAINLESS STEEL CABLE SUPPORT GRIPS
WITH SINGLE U -EYE ROD, FOR EACH GMP OF MOTOR WIRES SHALL BE FURNISHED.
4. EACY1 PUMP SHALL HAVE A BASE MOYNANG PLACE IWIH QUICK DISCONNECT DISCHARGE ELBOW, NON SPARKING PUMP GUIDE B24C70=T,
AND GUIDE RAILS CONTRACTOR WILL SUPPLY STAINLESS CABLE (N)LON COVERED ALL CABLE -WALL BE UL- USTED) OF AVEQUA7E
CAPACITY AND LENG7H FOR RAI57NG AND LOWMNG PUMP -MOTOR ASSEMBLY. 7HE ACCESS LID .91ALL BE SPECIAL -q,&; ALUIMUM
30° X 36' ( /.D.) HINGED LONG S✓DE MODIFIED 70 HALE A SURFACE MOUN7ED PADLOCK HASP BOLTED TO DOOR LEAF
5 SEWAGE PUMP PIPING AND VALVES SHALL BE AS -SHOW SCHEMA WAIL Y ON THE DRAWINGS FIFE -WALL BE DUC77LE IRON
CONFORMING TO 7HE REOU/REMENTS OF ANSI A2150 FYPE WALL 7HICKNESS -WALL BE AS AFOUIRED FOR 7HICY(NESS CLASS 5O
PIPE FLANGES SHALL CONFORM 70 771E REQ1AREME1V7S OF ANSI B761, CLASS 125 ALL F7PE PASSING 7HROlG1 CONCRETE WALLS
SHALL PASS THROUGH A MECHANICAL JaNT SLEEVE WI7H NECIPRENE G45KETS FLEXIBLE COUPLINGS -WALL BE THE G.49M77ED
SLEEVE TYPE. COUPLINGS SHALL BE CENTERED OV 7HE FIFE- "NT AND PROPERTY ASSEMBLED 70 PROWDE A WATERRGHT JOBVT
UNDER ALL CORD177OVS OF EXPANSION, CON7R4C77ON AND DFFLECRON
6. GA 7E VAL WS -WALL BE RESILIENT SEA T GA TE VALVES CYAN MffNG 70 THE LA TEST ANNA STANDARD. VALVES SHALL HA VE END TYPES
AS NEEDED FOR /NSTALLA77O1T AND HAVE NOW --RISW STEM iW7H HANDWHEEL. C7-/ECK VALVES S7IALL BE SWNG TYPE
LIFT STA 77071 132' D /A. l 15' GRA W�_ NON-SLAM W7771 BRONZE DISC AND SEA T RINGS AND oti/NOE L€►ER AND SPRINGS VAL WS -WALL BE EQUAL TO M&H
WET WELL SEE PLAN ACCESS RgAD
& CONS THIS y 7 S7RUC7URAL STEEL SHALL BE AS711 A36 FABRTCARON 571ALL BE IN ACCORDANCE Wl77i ACCEPTED .SHOP PRAC77CES ALL "NIS
SHALL BE WELDED EXCEPT ifflE £ OTrIEir FASO ME7TIODS ARE 5710WN ON THE PLANS
m �
8
CHAIN LINK FENCE FABRIC WALL BE Na 9 m?& SMOOTH KNUCKLE 1:7NI91 761P AND BOT7 ML FABRIC TO BE GALVANIZED_
�fb 4 CORNER AND WERMEO/A7E POSTS - 2 7/B GVCIl O.D. STANDARD PIP£ GA IF POSTS - 4 INCH OD STANDARD PIPE FRONDE
POST CAPS FOR ALL POSTS 7OW RAIL - CIGNRNUCu/S 1 518 INCH O.D. STANDARD PIPE SECURE FABRIC WIR1 WIRE CLIPS 14
INCHES 0..0 CN LINE POSTS 12 lwiES a OV RAILS AND TENSION WRES SET POSTS 3' - O' INTO CON(YiE/E FooRNGS 9
F * INCH MINIMUM DIAMETER 3= 4- DEEP. DRILL 1/19 INCI1 HOLE IN PIPE POST MST ABOVE BASE GATE TD HAVE HEAVY PRESSED
STEEL CONNECTIONS HINGES AND LA 771{ LA7Li1 AND ACCEPT PADLOCK. ALL S7EEZ 70 BE GALVANIZED
1 R AT 9 DUPLEX LIQUID LEVEL C00117ROL PANG, • NEMA 3 R VANDAL PROOF; DOUBLE DOOR FACTOR)' WIRED AND 7ES'7ED,• PRESET ELECRBCAL
CONTROL PANE- L16H7S AS REOUIREt� RELAYS HOA; CaWB/NARON STARTERS WITH QUICK- -TRIP HEATER$ PUMP
t� S TET AL7ERNA70RS$ 7RANSDUCER LEVEL CONTROL SYSARt HOUR ME7ERS AND AMP GAUGES FOR EACH PUMP.
g "SN� 1
6' SSM P/ 10 PROVIDE FLASHING ALARM BEACOV AND AUDIBLE ALARM AND AU70MADC DIAL UP CONNECRON TO PRIVA7E LIFT STA77 NV MONI7OR CONTRACTOR
Pi 11. POWER .SERVICE 70 PUMP STA770V 70 BE INSTALLED BY PUNT SOUND ENERGY A RECEPTACLE KILL BE PRONDEO /N CONTROL PANEL
TO ALLOW PRIVA7E CONTRACTO TA R TO POWER PUMP S7701V IN AN EMERGENCY
6' AIN
X 18 (IEVK 12. CON7ROL,40GIC REQUIRBWEIV75 ARE AS FOLLOWS
r -� 1' 14' A. WETWELL LEVEL SHALL BE MEA57/RED USING A 7RAAWUGER.
f B. HIGH AND LOW LEVEL FLOATS SHALL BE USED FOR BACK -UP CON7ROY_
METER} MAIN `POWER
13. THE FOLLOWING SHALL BE POWANENILY MOUNTED AT THE PUMP STARON IN A LOCARON APPROVED BY 771E OWNER PUZVAND7VTLY
_V x42 "x 7HlCK CONC. P GENERA TOR CONNEC770N ENGRAVED OPERATING DIAGRAM OF THE CONTROL AND MECHANICAL FEATURES INCYUDING WET WELL VOLUME PER FOOT, BASE EZEVARON,
A/JQ DUPLE)? -110 LEVEL CON7170L OVERFLOW REVA7701V EMERGENCY S70RAGE UAUIED, PUMP OPERARNG 5ET POWS AND A WRITTEN DESCRIPDON OF PUMP CPER4770M
PANEL AS SUPPLIED B PACO P M
INSTALL MOBILE GENERATOR CONNEC77ON 14. THE MOTOR STARTERS SHALL USE REDUCED VOLTAGE SOLID STATE STARTER WI7H INTRINSICALLY SAFE BARRIERS AND AN ABOVE
AND DRY 7RANSFORMER FOR TRAILER STA770N DISCONNECT.
MOUNTED EMERGENCY GENERATOR 480 V,
3ph,6OHz 15. CHECK VALVES -WALL HAVE SENSORS FOR PO,977W PUMP REPORT -BAG( CAPABILITY
LIFT STATION SITE PLAN 16. COAT INSIDE WET WELL WITH HIGH SOLIDS URETHANE COARNa WASSER MC- CONSEAL OR EQUAL (COARNG 70 BE W4I7E). COAT OL1737DE
OF WET WELL WITH 7NEMEC 46H -413 COAL TAR EPDXY
132 0 CONC. MANHOLE w/
RUBBER GASKET JOINTS
PIPE. INC. OR EQUAL
(GROUT JOINTS INSIDE & OUT)
8" FROM HIGH WA7ER ALARM FLOAT EL. 51.50
SSMH 1 2ND PUMP ON EL. 51.00
1ST PUMP ON EL. 50.50
PUMPS OFF EL. 50.00
LOW WA7FR ALARM FLOAT EL 49.50
BOTTOM EL. 4 9. 0
- CONC. 9 4. 1 SLOPE TO
SECTION VEW PUMP BASEPLA IF
LIFT S TA TION DETAIL
Y E11�7E I BY64a DATE A
RNEW LL
17. ALL RT77NGS WITHIN NET WELL SfIALL BE FLANGED D(CEPT WERE N07EV ON PLANS PROVIDE STIACKLE RODS AND HANGER SUPPORTS
AS NEEDED. PrR'NG AND 7771RUST BLLOuuNG 70 BE TEST TO 150PS>
18. CONCRETE SHALL BE PORTLAND CEMENT CONCRETE AND SHALL DEVELOP A MINIMUM COMPRESSIVE` S7RENG7H OF 3000 PST.
19. ALL ELECTR ICAL WIRING AND EQUIPMENT INSTALLED IN 771E WET WELL' SEC7701V MUST COWL W 771 ARRCYE 22 O' THE EZEC7R /CAL
S .FETY ORDERS FOR CLASS 1, D(W570111 1, HAZARDOUS LOCARLNV PROVISIONS OF 771E 7VA2101VAL ELEC7R /CAL CODE- AND ALL OTHER
APPLICABLE LOCAL CODES AND ORDINANCES A CITY OF RDV70N ELEC776CAL PERMIT WILL BE REQUIRED FOR THE LIFT STA77ON NA7RK.
20. ALL CONDUITS SHALL BE PVC SCH BO OR APPROVED EQUAL 5"47850c
21. ALL ELECTR /CAL W1R£ SHALL BE 7HW' COPPER CONDUCTOR OR APPROVED EQUAL
22 ALI NUTS BOLTS AND WASHERS 91AU BE 304 SS/316 SS, NO EXCEPTIONS
23 OPERA77ON, EMERGENCY GENERA776N BACK UP & MAINTENANCE OF LIFT STA77CN BY PR/VA7E CONIRAC70R,
24. AN OPLRA770115 AND MAINTENANCE MANUAL STALL BE SUPPLIED BY 771E C0N7RAC7OR AFTER REVIEW
AND APPROVAL BY THE CITY OF RENTON AND 7HE OWNER'S ENGINEER
<v� ? T .✓Qys
ELECTRICAL NOTES
1. ALL. WORK SHALL CONFORM TO THE LATEST EZ-'7701V OF THE NATIONAL E7EC7RICAL CODE.
A S B U I LT
..,
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/S
2 IN ADD177ON TO 771E ELECTRICAL 17EMS SPEARED OR IMPLIED ON THESE PLANS, THE
CONTRACTOR SHALL FURNISH THE FOLLOWING•
- 4 -26 -01
A. 1 - CROUSE HINDS AR 2042 S22 GENERA 7OR RECEPTACLE, 480V, 3 PHASE, 4 WATT
DOnDS ERG/ S, INC
B. 1 - DRY STEP DOWN TRANSFORMER, APPROPRIATELY STZ£D 70 RUN BOTH PUMPS
_
C. 1 - MANUAL 7RAN -97P SWITCH, APP TEL rSZED TO RUN BOTH PUMPS
Planning
4205 148th Ave. N.E. Suite 200
Engineering
Bellevue, Washington 98007
J. THE GENERATOR RECEPTACLE SHALL BE MOUN7ED IN A LOCA77ON ACCESSIBLE 70 A
Surveying
(425) 885 -7877 (425) 885 -7963 Fax
TRAILER MOUNTED GENERATOR.
4. INSTALL 6' LONG GROUND ROD, 314' COPPER CLAD.
DEI Job No. 94172
SCANNED SEP 13 2002
025
c / - -'? 3'r c 6
SCMMFQ )CT - f 1999