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Home My WebLink AboutS-278506W N 1 z o �° Majo _J f� a � O U0 V � W P Uj �ti In of l g < cn a a° 0 0 r � m F+-I m •E C ® 3v �z =w 0- a U N mo `oE .2 m mE E7-4 c 0m mi im 0 z co 0 d m J w m W S D U W a W S o c Z 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) h xVJ. - - - = F_ - - - 4 FM - -..._� 8° FROM _ m - - - - - SSMH 1 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 ROLL #160 #241 � 24