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Home My WebLink AboutS-27850CI'J ro 3 v -J RL W s O i � N V � W C!) �� Elf 11 � Lr N a a I d o wz s'c OC 3E E- W e�yy a W � a v� ,E 70 o m K N 0 r z c� o 3 n � r 0 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 G G ° a a ° G Engineering PIPE HANGER (AS REO D) TO A S B U I LT .., pE /S 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 4 ° d _ a G d - 7RANSDUCER LEVEL- G a d ° d d CONTROL SYSTEM a ° d 4 ° o _ W z 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 .., pE /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