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Home My WebLink AboutS-286719N N - 3 - 9 �Fa 9S 3 E Q w a ri ?a ~ CPc E �E �E F � �E SIR 4 m a� <: � o ti 3 w U F d 5 a w w o w c� co 3. Q x w 0 w w m 00000 w W 0 WWa U 0 Z 0 f J N M O Z Z Q -� fp C) w w ~ o 0' M m ww � O O 0 � Z Q fr }- H Q < UU (70N �fr o o z w w a- in aa 00000 LJ (n V) twn i w 5 w w a f, of 0 i N d O Z LIFT S TA T /ON NO TES 1. 7HE SANITARY SEVER LIFT STA77GW SHALL BE CONS7RUCIED AS SHOWN IN PLAN AND IN ACCORDANCE W77H 7HESE SPEQ'F7CA77ONS AND 7HE CITY OF REN70N STANDARDS AND SPECIFICATIONS. 2 THE CONTRACTOR SHALL SUBMIT 70 7H£ CITY OF REN70N, AND THE OWNERS ENGINEER, FOUR (4) SETS OF DETAILED SHOP DRA WNW OF THE LIFT STA77ON. SHOP DRAWINGS SHALL INCLUDE DETAILS OF 7HE FOLLOWNQ BUT SHALL NOT BE LIM17ED 70 THE FOLLOWING• 1. MANHOLE CHAAIBE7Z BASE AND TOP SEC770N. 6. SLIDE AWAY PUMP COUPLINGS 2 PUMPS WAY PERFORMANCE CURVES: 7 hfIMP SLIDE RAILS J. ELECTRICAL EQUIPMENT. B VAL WS; PIPING AND FITTINGS 4. ELECTRICAL M07ORS 9 LADDERS. 5 UFT ST4 77ON ACCESS LID. ACCEPTANCE FOR INSTALLATION OF THE PUMPING UN 17S SHALL BE CONTINGENT UPON THE COMPLE7FNESS OF THE ABOVE 1NFORM4 770N. 7HE CON7RAC70R SHALL PERFORM TESTS IN THE PRESENCE OF THE CITY OF REN70N INSPEC77ON AND THE OWNERS ENGINEER 70 VERIFY COMPLE7F COMPLIANCE WTH THESE DRAWINGS ,I THE CON7RAC70R SHALL FURNI -W AND INSTALL AS 5HONN ON THE DRAWINGS TWO FZYGT MODEL CP- 3152 -454 WAS7F WATER PUMPS OF 7HE SUBMER5IBLE QUICK- DISCONNEC77ON TYPE. EACH PUMP SHALL HAVE A CAPACITY OF 510 GPM AT A 70TAL DYNAMIC HEAD OF 100 FEET. M07ORS SHALL BE NOT LESS 7HAN 20 HP, 1750 RPM, 3 PHASE; 60 HZ 480 VOLTS PUMPS SHALL BE DESIGNED TO PASS NOT LESS THAN A 3 INCH DIAMETER SOLID. EACH PUMP IMPELLER SHALL BE 7RIMMED 70 THE EXACT FLOW AND HEAD COIVD17701V AND OVERSYZED M07ORS HILL NOT BE ACCEPTABLE. U07ORS SHALL EACH INCLUDE 40 FEET OF WATERPROOF POWER CABLE AND SIGNAL CABLE WTH FAC70RY- INSTALLED NA7ER77GHT CO4NEC77CNS STAINLESS STEEL CABLE SUPPORT GRIPS WTH SINGLE U -EYE ROD, FOR EACH GROUP OF MOTOR WRES SHALL BE FURN15HE0. 4. EACH PUMP SHALL HAVE A BASE MOUNTING PLA7E WTH QUICK DISCONNECT DISCHARGE ELBOW, NON SPARKING PUMP GUIDE BRACKET, AND GUIDE RAILS CONTRACTOR HILL SUPPLY STAINLESS CABLE (NYLON COVERED ALL CABLE SHALL BE U.L. LISTED) OF ADEQUA7E CAPACITY AND LENGTH FOR RAISING AND LON£R/NG PUMP -MO70R ASSEMBLY. THE PUMP REMOVAL SY57FM SHALL BE CON677?UC7FD WTH STAINLESS S7EEL MATERIALS INCLUDING GUIDE BRACKETS AND RAILS 5. SEWAGE PUMP PIPING AND VALVES SHALL BE AS SHOW) SCHEMA 77CALL Y ON THE DRAWINGS. PIPE SHALL BE DUC77LE IRON CONFORMING 70 THE REQUIREMENTS OF ANSI A21.50. PIPE WALL THICKNESS SHALL BE AS REQUIRED FOR THICKNESS CLASS 50. PIPE FLANGES SHALL CONFORM 70 THE REQU/REMEN75 OF ANSI B161, CLASS 125. ALL PIPE PASSING THROUGH C0NCRE7F WALLS SHALL PASS THROUGH A MECHANICAL JOINT SLEEVE WTH NEOPRENE GASKETS FLEXIBLE COUPLINGS SHALL BE THE GA57CElED -SLEEVE TYPE TYPE. COUPLINGS SHALL BE CEWERED ON 7,E PIPE JOINT AND PROPERTY ASSEMBLED 70 PROVIDE A WA7ER77GHT JOINT UNDER ALL COND177ONS OF EXPANSION, CON7R4C770N AND DEFZEC770N. 6. GA 7F VALVES SHALL BE RESILIENT SEAT GATF VALVES CONFORMING TO THE LATEST AWWA STANDARD. VALVES SHALL HAVE END TYPES AS NEEDED FOR INSTALLA77ON AND HAVE NON - RISING S7FM WTH HANDWHEEL. CHECK VALVES SHALL BE SHING TYPE NON -SLAM WTH BRONZE DISC AND SEAT RINGS AND OU75IDE LEVER AND NEIGH73. VALVES SHALL BE EQUAL TO M&H. GATF VALVES AND CHECK VALVES SHALL BE FUSION HONED EPDXY COATED INSIDE AND OUT 7. STRUCTURAL S7FEL SHALL BE ASTM A36. FABRICA77ON SHALL BE IN ACCORDANCE WTH ACCEPTED SHOP PRAC77CES ALL JOIN7S SHALL BE MELDED EXCEPT WHERE OTHER FAS7FNING METHODS ARE SHOW/ ON THE PLANS 8. CHAIN LINK FENCE FABRIC SHALL BE NO 9 HIRE, SMOOTH KNUCKLE FINISH TOP AND BOTTOM. FABRIC TO BE GALVANIZED. CORNER AND INTERMEDIATE POSTS - 2 718 INCH O.D. STANDARD PIPE, GA 7E POSTS - 4 INCH O.D. STANDARD PIPE. PROVIDE POST CAPS FOR ALL POSTS. TOP RAIL - COIV77N000S 1 518 INCH OD. STANDARD PIPE SECURE FABRIC WTH WRE CLIPS, 14 INCHES O.C. ON LINE POS7S, 12 INCHES O.C. DN RAILS AND 7ENSION WRES SET POSTS 3' - 0" INTO CONCRE7F F0077NGS 9 INCH MINIMUM DIAMETER 3= 4' DEEP. DRILL 1/8 INCH HOLE IN PIPE POST JUST ABOVE BASE. GATE TO HAVE HEAVY PRESSED STEEL CONNEC77ONS, HINGES AND LATCH. LATCH AND ACCEPT PADLOCK. ALL S7EEL TO BE GAL VA /ZL-D. 9. DUPLEX LIQUID LEVEL CONTROL PANEL; NEMA 3 R VANDAL PROOF, DOUBLE DOOR, FACTORY WRED AND 7ES7ED.- PRESET ELECTRICAL CON7ROL PANEL,- INDICA77NG LIGHTS AS REQUIRED, RELAYS; HOA; COMBINATION STAR7ERS WTH QUICK -7RIP HEA7ERS,- PUMP AL7ERNATORS; 7RANSDUCER LEVEL CON71OL/ SY57EM,- HOUR METERS AND AMP GAUGES FOR EACH PUMP. 10. POWER SERVICE TO PUMP STA77ON TO BE INSTALLED BY PUGET SOUND ENERGY. A RECEPTACLE SHALL BE PROVIDED AT THE PUMP STA770N FOR CONNECTION TO THE CITY OF RENTONS PORTABLE GENERATOR. THE RECEPTACLE SHALL BE CROUSE HINDS AREA 10486. 11. CONTROL /LOGIC REQUIREMENTS ARE AS FOLLOWS - A- M£TMELL LEVEL SHALL BE MEASURED USING A 7RANSDUCER. B. START AND STOP LEVEL FLOATS SHALL BE USED FOR BACK -UP CON7ROL WTH A HIGH LEVEL FLOAT. 12 THE FOLLOWING SHALL BE PERMANENTLY MOUN7ED AT THE PUMP STA77ON IN A LOCA77ON APPROVED BY THE OWNER. PERMANEN77 Y ENGRAVED OPERA77NG DIAGRAM OF THE CONTROL AND MECHANICAL FEA711RES, INCLUDING WET WELL VOLUME PER FOOT, BASE ELEVATION, OVERFLOW ELEVA770N, EMERGENCY STORAGE LIM 17ED, PUMP OPERA77NG SET POINTS AND A WRITTEN DESCRIP77ON OF PUMP OPERA77ON. 13. THE MOTOR STAR7FRS SHALL USE REDUCED VOLTAGE SOLID STATE STAR7FR NTH MAGNE77C ONLY CIRCUIT BREAKER PR07EC770N, AND AN ABOVE STA77ON DISCONNECT. 14. CHECK VALVES SHALL HAVE LIMIT SWTCH SENSORS FOR POS177VE PUMP REPORT -BACK CAPABILITY. 15. COAT INSIDE WET WELL WTH A POLYUREA ELASTOMER.- POLYSHIELD SS -100 OR EQUAL (COA77NG TO BE W1I7E). COAT OUTSIDE OF WET WELL WTH 7NEMEC 46H -413 COAL TAR EPDXY. 16. ALL FIT77NGS W1HIN WET WELL SHALL BE FLANGED EXCEPT WHERE N07ED ON PLANS. PROVIDE SHACKLE RODS AND HANGER SUPPORTS AS NEEDED. PIPING AND 7HRUST BLOCKING TO BE TEST TO 15OPS1. 17 CONCRETE SHALL BE PORTLAND CEMENT CONCRETE AND SHALL DEVELOP A MINIMUM COMPRESSIVE S7RENG7H OF 3000 PSI. 76. ALL ELEC7RICAL WRING AND EQUIPMENT INSTALLED IN THE -MET WELL" SEC77ON MUST COMPLY WTH AR77CLE 22 OF THE ELEC7RICAL SAFETY ORDERS FOR CLASS 1, DIVISION 1, HAZARDOUS LOCATION PROVISIONS OF THE NATIONAL ELEC7RICAL CODE" AND ALL OTHER APPLICABLE LOCAL CODES AND ORDINANCES A CITY OF RENTON ELECTRICAL PERMIT WLL BE REQUIRED FOR THE LIFT STA77ON WORK. 19. ALL CONDUITS SHALL BE GALVANIZED RIGID CONDUIT WTH THREADED HUB FIT77NGS AND BOXES CONDUIT ENTERING 771E WET WELL SHALL BE PVC COATED GRC INSIDE, AAD OUTSIDE. 20. ALL ELECTRICAL MIRE SHALL BE "THW" COPPER CONDUCTOR OR APPROVED EQUAL. 21. ALL NUTS BOLTS AND WASHERS SHALL BE 304 S.S 1316 SS, NO EXCEPTIONS. 22. AN OPERA77ONS AND MAIN7ENANCE MANUAL SHALL BE SUPPLIED BY THE CON7RACTOR AFTER REVIEW AND APPROVAL BY 7HE CITY OF RENTON AND THE OWNERS ENGINEER, 23. ALL FITTINGS, VALVES, PIPE, GUIDE RAILS, AND ELEC7RICAL BOXES SHALL BE PROVIDED UNDER THIS JOB FOR ACCEPTANCE OF A THIRD PUMP TO BE ADDED IN THE FUTURE. THE STATION, WHEN COMPLETE, SHALL BE ABLE TO ACCEPT THE PUMP WTHOUT ANY ADD177ONS OR MODIF70A77ONS TO THE STA770N. NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. U 0 � M � rn O � 3 E 39 i . IG- 'FowER uRu'r A.B, i " I � X� 1 -8 45' BEND (MAR) x 2 -8" WAS (/Z.M/J) /A. D./.: S FO aEANOUT V.000lVG CONC F.M- e•fl• , , , , o , , U7A/7Y A rn � 6' N RYAN LINK - MV,-E (SEE- NOTE 8). x� 60' --I- 1 i t SADDLE - 7`A//iL"'I2iP aFARANCE 76.Z VRD'(5511H 73 ;t I SSMH 73 -�- - 60" D /A. -^ - - 3Q , 111- O° e l .. HOT B`a' Ld 25B [) 314" WAAW (A. K) 425.885-7877 Fax 425.885-7963 0aoossSxl7NC SFE .£F ®al g a N J ENGINEERING • PLANNING SURVEYING H Ld W° ASBU I LT r � A I F] w 11 tz SCANNED SEP 13 2002 of W Wr' 3: Lii Of � a Z i Q N N - 3 - 9 �Fa 9S 3 E Q w a ri ?a ~ CPc E �E �E F � �E SIR 4 m a� <: � o ti 3 w U F d 5 a w w o w c� co 3. Q x w 0 w w m 00000 w W 0 WWa U 0 Z 0 f J N M O Z Z Q -� fp C) w w ~ o 0' M m ww � O O 0 � Z Q fr }- H Q < UU (70N �fr o o z w w a- in aa 00000 LJ (n V) twn i w 5 w w a f, of 0 i N d O Z LIFT S TA T /ON NO TES 1. 7HE SANITARY SEVER LIFT STA77GW SHALL BE CONS7RUCIED AS SHOWN IN PLAN AND IN ACCORDANCE W77H 7HESE SPEQ'F7CA77ONS AND 7HE CITY OF REN70N STANDARDS AND SPECIFICATIONS. 2 THE CONTRACTOR SHALL SUBMIT 70 7H£ CITY OF REN70N, AND THE OWNERS ENGINEER, FOUR (4) SETS OF DETAILED SHOP DRA WNW OF THE LIFT STA77ON. SHOP DRAWINGS SHALL INCLUDE DETAILS OF 7HE FOLLOWNQ BUT SHALL NOT BE LIM17ED 70 THE FOLLOWING• 1. MANHOLE CHAAIBE7Z BASE AND TOP SEC770N. 6. SLIDE AWAY PUMP COUPLINGS 2 PUMPS WAY PERFORMANCE CURVES: 7 hfIMP SLIDE RAILS J. ELECTRICAL EQUIPMENT. B VAL WS; PIPING AND FITTINGS 4. ELECTRICAL M07ORS 9 LADDERS. 5 UFT ST4 77ON ACCESS LID. ACCEPTANCE FOR INSTALLATION OF THE PUMPING UN 17S SHALL BE CONTINGENT UPON THE COMPLE7FNESS OF THE ABOVE 1NFORM4 770N. 7HE CON7RAC70R SHALL PERFORM TESTS IN THE PRESENCE OF THE CITY OF REN70N INSPEC77ON AND THE OWNERS ENGINEER 70 VERIFY COMPLE7F COMPLIANCE WTH THESE DRAWINGS ,I THE CON7RAC70R SHALL FURNI -W AND INSTALL AS 5HONN ON THE DRAWINGS TWO FZYGT MODEL CP- 3152 -454 WAS7F WATER PUMPS OF 7HE SUBMER5IBLE QUICK- DISCONNEC77ON TYPE. EACH PUMP SHALL HAVE A CAPACITY OF 510 GPM AT A 70TAL DYNAMIC HEAD OF 100 FEET. M07ORS SHALL BE NOT LESS 7HAN 20 HP, 1750 RPM, 3 PHASE; 60 HZ 480 VOLTS PUMPS SHALL BE DESIGNED TO PASS NOT LESS THAN A 3 INCH DIAMETER SOLID. EACH PUMP IMPELLER SHALL BE 7RIMMED 70 THE EXACT FLOW AND HEAD COIVD17701V AND OVERSYZED M07ORS HILL NOT BE ACCEPTABLE. U07ORS SHALL EACH INCLUDE 40 FEET OF WATERPROOF POWER CABLE AND SIGNAL CABLE WTH FAC70RY- INSTALLED NA7ER77GHT CO4NEC77CNS STAINLESS STEEL CABLE SUPPORT GRIPS WTH SINGLE U -EYE ROD, FOR EACH GROUP OF MOTOR WRES SHALL BE FURN15HE0. 4. EACH PUMP SHALL HAVE A BASE MOUNTING PLA7E WTH QUICK DISCONNECT DISCHARGE ELBOW, NON SPARKING PUMP GUIDE BRACKET, AND GUIDE RAILS CONTRACTOR HILL SUPPLY STAINLESS CABLE (NYLON COVERED ALL CABLE SHALL BE U.L. LISTED) OF ADEQUA7E CAPACITY AND LENGTH FOR RAISING AND LON£R/NG PUMP -MO70R ASSEMBLY. THE PUMP REMOVAL SY57FM SHALL BE CON677?UC7FD WTH STAINLESS S7EEL MATERIALS INCLUDING GUIDE BRACKETS AND RAILS 5. SEWAGE PUMP PIPING AND VALVES SHALL BE AS SHOW) SCHEMA 77CALL Y ON THE DRAWINGS. PIPE SHALL BE DUC77LE IRON CONFORMING 70 THE REQUIREMENTS OF ANSI A21.50. PIPE WALL THICKNESS SHALL BE AS REQUIRED FOR THICKNESS CLASS 50. PIPE FLANGES SHALL CONFORM 70 THE REQU/REMEN75 OF ANSI B161, CLASS 125. ALL PIPE PASSING THROUGH C0NCRE7F WALLS SHALL PASS THROUGH A MECHANICAL JOINT SLEEVE WTH NEOPRENE GASKETS FLEXIBLE COUPLINGS SHALL BE THE GA57CElED -SLEEVE TYPE TYPE. COUPLINGS SHALL BE CEWERED ON 7,E PIPE JOINT AND PROPERTY ASSEMBLED 70 PROVIDE A WA7ER77GHT JOINT UNDER ALL COND177ONS OF EXPANSION, CON7R4C770N AND DEFZEC770N. 6. GA 7F VALVES SHALL BE RESILIENT SEAT GATF VALVES CONFORMING TO THE LATEST AWWA STANDARD. VALVES SHALL HAVE END TYPES AS NEEDED FOR INSTALLA77ON AND HAVE NON - RISING S7FM WTH HANDWHEEL. CHECK VALVES SHALL BE SHING TYPE NON -SLAM WTH BRONZE DISC AND SEAT RINGS AND OU75IDE LEVER AND NEIGH73. VALVES SHALL BE EQUAL TO M&H. GATF VALVES AND CHECK VALVES SHALL BE FUSION HONED EPDXY COATED INSIDE AND OUT 7. STRUCTURAL S7FEL SHALL BE ASTM A36. FABRICA77ON SHALL BE IN ACCORDANCE WTH ACCEPTED SHOP PRAC77CES ALL JOIN7S SHALL BE MELDED EXCEPT WHERE OTHER FAS7FNING METHODS ARE SHOW/ ON THE PLANS 8. CHAIN LINK FENCE FABRIC SHALL BE NO 9 HIRE, SMOOTH KNUCKLE FINISH TOP AND BOTTOM. FABRIC TO BE GALVANIZED. CORNER AND INTERMEDIATE POSTS - 2 718 INCH O.D. STANDARD PIPE, GA 7E POSTS - 4 INCH O.D. STANDARD PIPE. PROVIDE POST CAPS FOR ALL POSTS. TOP RAIL - COIV77N000S 1 518 INCH OD. STANDARD PIPE SECURE FABRIC WTH WRE CLIPS, 14 INCHES O.C. ON LINE POS7S, 12 INCHES O.C. DN RAILS AND 7ENSION WRES SET POSTS 3' - 0" INTO CONCRE7F F0077NGS 9 INCH MINIMUM DIAMETER 3= 4' DEEP. DRILL 1/8 INCH HOLE IN PIPE POST JUST ABOVE BASE. GATE TO HAVE HEAVY PRESSED STEEL CONNEC77ONS, HINGES AND LATCH. LATCH AND ACCEPT PADLOCK. ALL S7EEL TO BE GAL VA /ZL-D. 9. DUPLEX LIQUID LEVEL CONTROL PANEL; NEMA 3 R VANDAL PROOF, DOUBLE DOOR, FACTORY WRED AND 7ES7ED.- PRESET ELECTRICAL CON7ROL PANEL,- INDICA77NG LIGHTS AS REQUIRED, RELAYS; HOA; COMBINATION STAR7ERS WTH QUICK -7RIP HEA7ERS,- PUMP AL7ERNATORS; 7RANSDUCER LEVEL CON71OL/ SY57EM,- HOUR METERS AND AMP GAUGES FOR EACH PUMP. 10. POWER SERVICE TO PUMP STA77ON TO BE INSTALLED BY PUGET SOUND ENERGY. A RECEPTACLE SHALL BE PROVIDED AT THE PUMP STA770N FOR CONNECTION TO THE CITY OF RENTONS PORTABLE GENERATOR. THE RECEPTACLE SHALL BE CROUSE HINDS AREA 10486. 11. CONTROL /LOGIC REQUIREMENTS ARE AS FOLLOWS - A- M£TMELL LEVEL SHALL BE MEASURED USING A 7RANSDUCER. B. START AND STOP LEVEL FLOATS SHALL BE USED FOR BACK -UP CON7ROL WTH A HIGH LEVEL FLOAT. 12 THE FOLLOWING SHALL BE PERMANENTLY MOUN7ED AT THE PUMP STA77ON IN A LOCA77ON APPROVED BY THE OWNER. PERMANEN77 Y ENGRAVED OPERA77NG DIAGRAM OF THE CONTROL AND MECHANICAL FEA711RES, INCLUDING WET WELL VOLUME PER FOOT, BASE ELEVATION, OVERFLOW ELEVA770N, EMERGENCY STORAGE LIM 17ED, PUMP OPERA77NG SET POINTS AND A WRITTEN DESCRIP77ON OF PUMP OPERA77ON. 13. THE MOTOR STAR7FRS SHALL USE REDUCED VOLTAGE SOLID STATE STAR7FR NTH MAGNE77C ONLY CIRCUIT BREAKER PR07EC770N, AND AN ABOVE STA77ON DISCONNECT. 14. CHECK VALVES SHALL HAVE LIMIT SWTCH SENSORS FOR POS177VE PUMP REPORT -BACK CAPABILITY. 15. COAT INSIDE WET WELL WTH A POLYUREA ELASTOMER.- POLYSHIELD SS -100 OR EQUAL (COA77NG TO BE W1I7E). COAT OUTSIDE OF WET WELL WTH 7NEMEC 46H -413 COAL TAR EPDXY. 16. ALL FIT77NGS W1HIN WET WELL SHALL BE FLANGED EXCEPT WHERE N07ED ON PLANS. PROVIDE SHACKLE RODS AND HANGER SUPPORTS AS NEEDED. PIPING AND 7HRUST BLOCKING TO BE TEST TO 15OPS1. 17 CONCRETE SHALL BE PORTLAND CEMENT CONCRETE AND SHALL DEVELOP A MINIMUM COMPRESSIVE S7RENG7H OF 3000 PSI. 76. ALL ELEC7RICAL WRING AND EQUIPMENT INSTALLED IN THE -MET WELL" SEC77ON MUST COMPLY WTH AR77CLE 22 OF THE ELEC7RICAL SAFETY ORDERS FOR CLASS 1, DIVISION 1, HAZARDOUS LOCATION PROVISIONS OF THE NATIONAL ELEC7RICAL CODE" AND ALL OTHER APPLICABLE LOCAL CODES AND ORDINANCES A CITY OF RENTON ELECTRICAL PERMIT WLL BE REQUIRED FOR THE LIFT STA77ON WORK. 19. ALL CONDUITS SHALL BE GALVANIZED RIGID CONDUIT WTH THREADED HUB FIT77NGS AND BOXES CONDUIT ENTERING 771E WET WELL SHALL BE PVC COATED GRC INSIDE, AAD OUTSIDE. 20. ALL ELECTRICAL MIRE SHALL BE "THW" COPPER CONDUCTOR OR APPROVED EQUAL. 21. ALL NUTS BOLTS AND WASHERS SHALL BE 304 S.S 1316 SS, NO EXCEPTIONS. 22. AN OPERA77ONS AND MAIN7ENANCE MANUAL SHALL BE SUPPLIED BY THE CON7RACTOR AFTER REVIEW AND APPROVAL BY 7HE CITY OF RENTON AND THE OWNERS ENGINEER, 23. ALL FITTINGS, VALVES, PIPE, GUIDE RAILS, AND ELEC7RICAL BOXES SHALL BE PROVIDED UNDER THIS JOB FOR ACCEPTANCE OF A THIRD PUMP TO BE ADDED IN THE FUTURE. THE STATION, WHEN COMPLETE, SHALL BE ABLE TO ACCEPT THE PUMP WTHOUT ANY ADD177ONS OR MODIF70A77ONS TO THE STA770N. NW 1/4, NW 1/4, SEC. 14, TWP. 23 N., RGE. 5 E., W.M. U 0 � M � rn O � 3 E 39 i . IG- 'FowER uRu'r A.B, i " I � X� 1 -8 45' BEND (MAR) x 2 -8" WAS (/Z.M/J) /A. D./.: S FO aEANOUT V.000lVG CONC F.M- e•fl• , , , , o , , U7A/7Y A rn � 6' N RYAN LINK - MV,-E (SEE- NOTE 8). x� 60' --I- 1 i t SADDLE - 7`A//iL"'I2iP aFARANCE 76.Z VRD'(5511H 73 ;t I SSMH 73 -�- - 60" D /A. -^ - - 3Q , 111- O° e l .. HOT B`a' 25B [) 314" WAAW (A. K) 425.885-7877 Fax 425.885-7963 0aoossSxl7NC SFE .£F ®al ® NOTE 25 & 15 ___� FlS-BL([LT Come_ PIVIV551f11 77 wl t4 "6.K IN51DE C6 1E (f►.S) SSMH 72,4 � F 1 M 345.37 60" DL4 3c I E 3Y/. o0 fLECIPyRL S� /T£ .i as ofi E-1 AAW AA/D SFf -- zi rV CONC -(v�R. c c \ \i cn caw. Fm 6feA i N EdA<RG UNRY VAL[T MELL Na 23J-4A a4 10'0 LOW 07051ki \ i fUIUPE Cr WlE bOv 00. p50 � 1F 16' G4 IT" mp) EIE/XiFACY G47E VAL If S7a4A6E MW i Ra.9 p ozo IeOAT(AS) - NMFleWAff7YSS ®£&W € E � _ i F7TKRE -12 QPAN7Y,� € w � - - - - -- - - = -- - - SWTARY5€AV? LFT STAIXIY two NET AWL (Sf LETALS) (RY,) LIFT S TA T /ON SITE PLAN 24. ACCESS HATCHES TO VAULT AND WETWELL SHALL BE DOUBLE ALUM /NUM DIAMOND PIA 7F ACCESS DOOR EQUAL TO BXCO TYPE JD, DOORS TO LOCK /N VER77CAL P05777ON W77-lOUT MOVEMENT, SPRING ASSISTED OPENING, H -20 LOAD RA7ED, MILL FINISH, RECESSED HASP COVERED WTH HINGED LID. MOUNT PER MANUFAC7URE'S RECOMMENDATIONS. ALL HARDWARE AND FAS7ENERS SHALL BE TYPE 316 STAINLESS S=L. ROU7F 1 112" PVC DRAIN PIPE FROM FRAME TO BELOW INTERIOR GRA77NG. ENGINEERING CALCULA77ONS SHALL BE PROVIDED 70 SUBSTAN77A. TF H -20 LOAD RATING. PROVIDE ACCESS HATCHES WTH TWO STAINLESS S7FEL SAFETY CHAINS ON EACH OPEN END. PROVIDE EACH CHAIN W771 ONE STAINLESS STEEL CLEWS CRAP HOOK WTH SAFETY CLIP FOR EASY REMOVAL 25. PROVIDE A POTABLE MA7ER SERVICE CONNEC770N TO STA770N WIN A 314 -INCH HOSE BIB, 50 FEET OF INDUSTRIAL GRADE HOSE, AND HOSE REEL WATER SERVICE SHALL MEET CITY OF RENTON STANDARD CONNEC710N DETAILS AND HAVE A REDUCED PRESSURE BACKFLOW PREVENTOR ABOVE GRADE IN A HOT BOX. 77-IE RP DEVICE SHALL BE WRAPPED IN ELEC7RICAL HEAT TAPE. A GFCI RECEPTACLE SHALL BE PROVIDED IN THE HOT BOX FOR POWER TO 7HE HEAT TAPE. 26. PROVIDE A 7FE FITTING ON THE INFLUENT PIPE TO THE WETMELL FOR DEFLECTING SEWAGE AWAY FROM THE PUMP. 27. ALL MECHANICAL PIPING IN DRY VAULT SHALL BE PAINTED WTH 7NEMEC SERIES 66 HI -BUILD EPDX00VE. CITY TO CHOOSE COLOR. 28. THE ELEC7RICAL ENCLOSURE STRUCTURE HILL CONTAIN THE FOLLOWING CON57RUCT10N DETAILS. FOUNDA77ON. CON VEN77ONAL CONCRE7E SPREAD FOOTING WTH 8" ]HICK STEM WALL. FLOORING.• ONCE ALL OF THE CONDUITS ARE EX7ENDED, A 4" THICK CONCRETE SLAB HILL BE POURED FRAMING • THE BUILDING HILL BE WOOD FRAMED WTH 2x4 S7TIDS AND 2x6 JOISTS SIDING: HARDI PLANK SIDING, 8' SLAB WTH 112 LAP. ROOFING: 25 YEAR COMPOS177ON ROOF. PR /OR TO AC7UAL CONS7RUC770N, DETAILED PLANS HILL BE PREPARED AND SUBMITTED FOR CITY REVIEW. 29. VALVE VAULT SUMP PUMP SHALL BE PACO PIP 702A OR APPROVED EQUAL WIT/ 1 112" COPPER G47E VAL VE, 1 1/2" COPPER SWNG CHECK VAL W AND 1 1/2" COPPER UNION. 30. PROVIDE EXTRA VALVE KEY TO BE STORED INSIDE ELECTRICAL ENCLOSURE. h, 7 A, ml 1 " =10' 1 76 FR 2 31*� 5-286719 Gpg• T_` 1 SCALE: 1 " = 10' 0 5 10 20 c, o - 4 -26 -01 1 -41 -0! 4205 748th Ave. E Suite 200 C � ME Bellen;e, Washington 98007 .. -- 425.885-7877 Fax 425.885-7963 ~ DESIGN ENGINEERING • PLANNING SURVEYING ASBU I LT I F] 9416BC532 SCANNED SEP 13 2002