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Home My WebLink AboutS-234503OSHA APPROVED FALL - RESTRAINT CONNECTION PROPOSED CONCRETE WET WELL TOP SLAB AND ACCESS HATCH CONTROL CABLE: - TO SPLICE JUNCTION BOX LIGHT: - EXPLOSION PROOF LIGHT, INSTALLED ® HIGHEST ELEVATION CABLE HOLDER: S.S. KELLEMS - FLOAT HANGER BRACKET COIL EXCESS WIRE FOR FUTURE ADJUSTMENT FIBERGLASS OR STAINLESS STEEL ACCESS LADDER / FINISH EXTERIOR W /WASSER MC -TAR OR EQUIVALENT / LANDING: - REMOVABLE NON - CORROSIVE STRONGWELL GRATE SUPPORTED BY STAINLESS STEEL ANGLE (1/2" ANCHOR BOLTS ® 12" O.C.) ELEV 60.00 8" PVC y LOW SHRINKAGE GROUT (TYP) IE= 54.50 -� HYDROMATIC 3900 MERCURY FLOAT SWITCHES LAG PUMP ON ELEV =57.00 HIGH WATER ALARM ELEV. =56.75 ELEV. =53.00 LEAD PUMP ON ELEV. =56.00 PUMP OFF ELEV. =54.00 REDUNDANT PUMP OFF ELEV. =53.75 LW PRODUCTS COMPANY DOUBLE -LEAF ACCESS DOOR MODEL NO HD -36 . ACCESS HATCH SHALL BE H -20 LOAD RATED, LOCKABLE, AND SHALL HAVE S/S LIFTING CYLINDERS, LOCKING ARMS AND HATCH DRAINS. PAIN. OPENING SIZE 60"x72"" r3" DIA. SCH. 80 HIGH VENT PIPING SEE SHEET i FOR LOCATION 3" DIA ' SCH . 80 LOW VENT PIPING SEE SHEET 1 FOR LOCATION LW PRODUCTS COMPANY SINGLE -LEAF 1' ACCESS DOOR MODEL N. HS -56. �- ACCESS HATCH SHALL UD SHALL BE CORD H -20 LOAD RATED, LOCKABLE, AND SHALL SUPPORT HAVE HATCH DRANS AND LOCKING ARMS. RIM =70 -25 BEE HIVE STRAINER MIN. OPENING SIZE 48"x60" (BOTH VENTS) ----- -. - -11 I.. I r1r_ //�2" D.I. PRESSURE / COVER /j MIN. 1� I LOW �-1 1/2 SCH. 80 PVC SHRINKAGE SUMP PUMP DISCHARGE GROUT 4 (TYR) LOW VENT PIPE TERMINATES ® ELEV. = 59.75 SUMP PUMP DISCHRAGE PIPE TERMINATES ® ELEV. = 58.00 STAINLESS STEEL LIFTING CHAIN PUMPTECH STAINLESS STEEL SHORT -RAIL GUIDE RAIL SYSTEM . / I GROUT SHELF: - 1' WIDE 0 69 ANGLE AROUND ENTIRE BASE EXPLOSION PROOF SPLICE JUNCTION BOX 'LHII�� = °'- WET WELL: - 84 4 PRE -CAST 3" SCH. 80 LOW VENT PIPING AS REQ'D. CONCRETE DUPLEX PUMPS: AURORA SUBMERSIBLE 3HP GRINDER PUMP 3" SCH. 80 HIGH VENT PIPI FOUNDATION SOIL SHALL BE FIRM W /2" DISCHARGE MODEL NO. G2HX30ODD Q LIFT STATION AS CAPABLE LIFT STATION (36 200 VOLT) W14.50" TRIMMED IMPELLER - EXACT PUMP CONFIGURATION MUST BE NTS BYDCIIPLYORT,NG - GRAVEL BASE MAY BE REQUIRED APPROVED BY THE CITY OF RENTON II PEDING SOIL CONDITIONS PRIOR TO INSTALLATION. FIBERGLASS ACCESS LADDER TO LANDING Z EXPLOSION PROOF SPLICE JUNCTION BOX 16" BETWEEN BOXES ENCLOSURE BOXES SIZED FOR FUMP 3" SCH. 80 LOW VENT PIPING AS REQ'D. FIBERGLASS ACC -- 3" SCH. 80 HIGH VENT PIPI dry y SEE SHEET 1 FOR VENT LO II X 84!' WET WELL MANHOLE W /WASSER MC - a ¢ 3 - EXTERIOR COATING AND SENTRY. POLYMER SEMSTONE 145 -S INTERIOR COATING SYS kN ELECTRICAL CONDUIT AS REQ'D. ao II N II FIBERGLASS ACCESS LADDER TO LANDING Z 3/4" TIE RODS SEE (WEATHER PROOF ENCLOSURE W /LOCK,ING DOORS) a o DUPLEX SUBMERSIBLE GRINDER PUMPS----/ W /RAIL REMOVAL SYSTEM m P `V 22" LANDING: u - REMOVABLE. NON- CORROSIVE STRONGWELL GRATE SUPPORTED BY STAINLESS STEEL ANGLE (1/2" ANCHOR BOLTS o ® 12" O.C.) ELEV.= 60.00 z ID n V n v w�,J•iT4t' WET WELL FINISH EXTERIOR W /WASSER MC -TAR FIBERGLASS ACCESS LADDER 2" D.I. 2" POLY PIPE RATED TO 150 PSI (MIN) —PIPE SUPPORTS EQUAL TO STANDON S -89 REMOVEABLE FRP GRATING AT TOP OF SUMP PIT TO SUPPORT 200 PSF. TOP OF GRATING TO BE FLUSH WITH FINISHED VAULT FLOOR SUMP WITH AURORA SUBMERSIBLE PUMP MGUEL W25A1 - PLUMB TO DISCHARGE INTO ADJACENT WETWELL - PROVIDE WITH ELECTRICAL RECEPTACLE & AUTOMATIC FLOAT CONTROL OPERATION REQUIRED STATION FEATURES STRUCTURAL: SUBMERSIBLE GRINDER PUMPS IN WETWELL WITH SEPARATE VALVE VAULT (AURORA OR APPROVED EQUAL) ACCESS LADDERS IN VALVE VAULT AND WE -WELL WITH LADDER UP EXTENSION, EQUAL TO CITY STANDARDS. MAINTENANCE PLATFORM FOR WETWELLS 1D' AND DEEPER. INTERIOR CONCRETE WETWELL FINISH - SENTRY POLYMERS " SEMSTONE 145 -5". EXTERIOR CONCRETE FINISH - WASSER MC -TAR. CONTRACTOR SHALL CONTACT STRONGWELL CHATTFIELD FOR MAINTENANCE PLATFORM DESIGN. MECHANICAL CHECK VALVES, EQUAL TO M & H AWWA C508 W /HEIGHT & LEVEL ARM ISOLATION VALVE ON DISCHARGE - RESILIENT SEAT WEDGE VALVE SHUT OFF VALVE FOR INFLUENT LINE ELECTRICAL 200 VAC, 3 -PHASE PRIMARY POWER SUPPLY WHEN AVAILABLE (5) MERCURY FLOAT SWITCHES, HIGH LEVEL ALARM, LAG PUMP ON, LEAD PUMP ON, PUMP OFF, REDUNDANT PUMP OFF. INTRUSION SWITCHES ON ELECTRICAL ENCLOSURES, VALVE VAULT HATCH & LIMIT SWITCHES ON BOTH CHECK VALVE ARMS. EXPLOSION PROOF JUNCTION BOX AND CONNECTIONS YARD LIGHT W /SWITCH IN CONTROL PANEL. EXPLOSION PROOF LIGHT FIXTURE IN WETWELL WITH SWITCH IN CONTROL PANEL. WSDOT TYPE II JUNCTION BOXES FOR SPLICING CABLE WIRE TO BUILDING WIRE OUTSIDE OF WETWELL. FINISHES: METALS (INTERIOR) INCLUDING D.I. PIPE SURFACE PREP - SSPC -SP -6 (2) COATS TNEMEC SERIES 66 HI -BUILD EPDXOLINE EACH COAT (3 TO 5 MIL OFT) TELEMETRY: SENTRIDIAL AUTODIALER MODEL 1512 TELEMTRY PER CITY STDS. CONTRACTOR SHALL CONTACT AFFORDABLE MONITORING SERVICE @ (206)363 -2591 OR OTHER MONITORING COMPANY TO OBTAIN PHONE NUMBERS FOR TELEMETRY TO CONTACT FOR ALARM INDICATION, STANDARD NEMA 4X NON- METALLIC UL 913 CONTROL BOX SHALL INCLUDE THE FOLLOWING: - HIGH LEVEL ALARM LIGHT (FLASHING) - HIGH LEVEL ALARM HORN WITH PUSH TO SILENCE SWITCH - DRY CONTACTS FOR TELEMETRY OF ALARM CONDITIONS - REDUNDANT OFF FLOAT SWITCH - ELAPSED TIME METER (PER PUMP) - SEAL FAILURE EIGHT AND ALARM - PHASE FAILURE PROTECTION (3 PHASE ONLY) - LEAD PUMP SELECTOR SWITCH - LIGHTNING SUPPRESSOR - LAG PUMP ON TIME DELAY (15 -20 SECONDS) 110 VOLT CONVENIENCE OUTLET (GFI) - CYCLE COUNTER - SWING DEAD FRONT DOOR WITH NON -FUSED DISCONNECT (WITH FUSED DISCONNECT) - ON /OFF AUTO SWITCH FOR EACH PUMP ELECTRICAL CONDUIT 16" BETWEEN BOXES ENCLOSURE BOXES SIZED FOR FUMP VALVE VAULT W /COAL TAR EPDXY EXTERIOR COATING AS REQ'D. METER -- MIN. COMPACTED DEPTH dry MOUNT MEIER /E`C ON SIC- - O POWER ENCLOSURE II DETERMINED BY CONTRACTOR & SUPPLIER a ¢ 3 SEE W.S.D.O.T. STANDARD PLAN FOR ELECTRICAL CONDUIT AS REQ'D. J II — SERVICE DISCONNECT PANEL Q POWER CONTROL PANEL (36 "Wx36 "Hx14 "D) Z 3/4" TIE RODS SEE (WEATHER PROOF ENCLOSURE W /LOCK,ING DOORS) TELEMTRY PANELS (36 "Wx48 "Hx18 "D) (WEATHER PROOF ENCLOSURE to DUMP DISCHRAGE PIPE INTO CONC. (TYP.) Y m 3 m 4w 2" POLY PIPE RATED TO 150 PSI (MIN) - - - - - - - �. O PRESSURE SEWER 2" D.I. TYR. I - CONCRETE PAD 0 (206)363 -2591 .L 0 Z -:I < (� FCA v 0 D l' o I iyypo$L FLEXIBLE COUPLINGS -2 V I (TYP) SUMP 1 1/2" SCH 80 PVC PUMP SUMP PUMP DISCHARGE 2" SWING TYPE CHECK VALVE (TYP) 2" ECCENTRIC ISOLATION VALVE (TYP.) PLAN VIEW FIBERGLASS ACCESS NTS ACCESS HATCH HINGE LOCATION /-LADDER TO LANDING - - - - - - - - - I I ACCESS HATCH HINGE LOCATION ACCESS HATCH HINGE LOCATION. NOTES: 1. ALL PATCHES ACROSS CITY ROADS, OR ROAD APPROACHES IN CITY RIGHT -OF -WAY SHALL CONFORM TO THIS DETAIL. 2. TEMPORARY PATCH TO BE: BACKFILLED AND COMPACTED TO EXISTING GROUND LINE AND PATCHED WITH TEMPORARY COLD MIX ASPHALT. 3. FOR LONGITUDINAL CUTS THE CITY MAY REQUIRE THE ENTIRE DRIVING LANE TO BE OVERLAID. SAWCUT OR EQUAL CUT TO BE UNIFORM AND RESTORATION LIMITS MINIMUM ( W/ MULSITl D EAL JOINT ASPHALT) 12 12" MIN MIN. EXISTING GROUND --� LINE OR SUBGRADE 0 2" IP PACK JOINT x MALE IRON PIPE THREAD p1PE RATED 10 150 P51 (MIN) 2, pOLY g' SDR 35 PIPE 2" IRS SS LINER 8"x2" TART CAP MJ WITH 8° SEWER TRANSITION GASKET ACCESSORY (TYLER) COUPLING DETAIL NTS Q F- Z co -ova P EXISTING SURFACING (TYP.) -- ° SI 2" MIN. COMPACTED DEPTH ASPHALT 16" BETWEEN BOXES ENCLOSURE BOXES SIZED FOR FUMP CONCRETE PAVEMENT CLASS B METER -- MIN. COMPACTED DEPTH dry MOUNT MEIER /E`C ON SIC- - O POWER ENCLOSURE II DETERMINED BY CONTRACTOR & SUPPLIER a ¢ 3 SEE W.S.D.O.T. STANDARD PLAN FOR W Z J II — SERVICE DISCONNECT PANEL Q POWER CONTROL PANEL (36 "Wx36 "Hx14 "D) Z I I (WEATHER PROOF ENCLOSURE W /LOCK,ING DOORS) TELEMTRY PANELS (36 "Wx48 "Hx18 "D) (WEATHER PROOF ENCLOSURE to EMERGENCY POWER W /LOCKING DOORS) Y m 3 m 4w .,� A. ,}� Z MAINTENANCE SERVICE ® z� O CO. STANDARDS OR LIGHT FLASHES, PLEASE CALL 77 _777 AFFORDABLE MONITORING SERVICE Z 0 00 d 0) - CONCRETE PAD 0 (206)363 -2591 .L 0 Z -:I < (� NI9 v 0 D o o -+ v o I iyypo$L �1U cr O J wp� (7 0� 2 112" PUGET POWER - c'°^' O co Ir 3 -PHASE POWER REO'D V PUMP #2 POWER 1 "PUMP #1 POWER " PHONE w CONTROL PANEL ENCLOSURE -- SIDE VIEW co 0 CONTROL PANEL ENCLOSURE - FRONT VIEW J NTS >_ J L O Q ii O NOTES: 1. ALL PATCHES ACROSS CITY ROADS, OR ROAD APPROACHES IN CITY RIGHT -OF -WAY SHALL CONFORM TO THIS DETAIL. 2. TEMPORARY PATCH TO BE: BACKFILLED AND COMPACTED TO EXISTING GROUND LINE AND PATCHED WITH TEMPORARY COLD MIX ASPHALT. 3. FOR LONGITUDINAL CUTS THE CITY MAY REQUIRE THE ENTIRE DRIVING LANE TO BE OVERLAID. SAWCUT OR EQUAL CUT TO BE UNIFORM AND RESTORATION LIMITS MINIMUM ( W/ MULSITl D EAL JOINT ASPHALT) 12 12" MIN MIN. EXISTING GROUND --� LINE OR SUBGRADE 0 2" IP PACK JOINT x MALE IRON PIPE THREAD p1PE RATED 10 150 P51 (MIN) 2, pOLY g' SDR 35 PIPE 2" IRS SS LINER 8"x2" TART CAP MJ WITH 8° SEWER TRANSITION GASKET ACCESSORY (TYLER) COUPLING DETAIL NTS Q F- Z co -ova P EXISTING SURFACING (TYP.) -- ° SI 2" MIN. COMPACTED DEPTH ASPHALT 16" BETWEEN BOXES ENCLOSURE BOXES SIZED FOR FUMP CONCRETE PAVEMENT CLASS B CONTROL, TELEMETRY, POWER -- MIN. COMPACTED DEPTH j - FINAL CONFIGURATION TO BE 12" GRAVEL BASE MIN. COMPACTED II DETERMINED BY CONTRACTOR & SUPPLIER a ¢ 3 SEE W.S.D.O.T. STANDARD PLAN FOR W Z J II REQUIREMENTS BACKFILL COMPACTION LEGEND Q POWER CONTROL PANEL (36 "Wx36 "Hx14 "D) DUPLEX PUMP CONTROL COMPACTED TO 95% MAXIMUM DENSITY (WEATHER PROOF ENCLOSURE W /LOCK,ING DOORS) TELEMTRY PANELS (36 "Wx48 "Hx18 "D) (WEATHER PROOF ENCLOSURE to EMERGENCY POWER W /LOCKING DOORS) Y m 3 m GFI RECEPTACLE PER .,� A. ,}� Z MAINTENANCE SERVICE �~ PLACARD STATING "IF ALARM SOUNDS O CO. STANDARDS OR LIGHT FLASHES, PLEASE CALL 77 _777 AFFORDABLE MONITORING SERVICE 0 (206)363 -2591 .L N a NI9 v 0 D o o -+ v GALVANIZED STEEL CHANNEL - C6X8.2 I iyypo$L CITY OF RENTON C>EPAR'f'MENT OF PUBLIC- WORKS J G' CONCRETE PAD L�1" LIGHT & SUMP PUMP 1" FLOAT CONTROLS w V PUMP #2 POWER 1 "PUMP #1 POWER " PHONE w 1" GROUND co 0 CONTROL PANEL ENCLOSURE - FRONT VIEW >_ NOTES: 1. ALL PATCHES ACROSS CITY ROADS, OR ROAD APPROACHES IN CITY RIGHT -OF -WAY SHALL CONFORM TO THIS DETAIL. 2. TEMPORARY PATCH TO BE: BACKFILLED AND COMPACTED TO EXISTING GROUND LINE AND PATCHED WITH TEMPORARY COLD MIX ASPHALT. 3. FOR LONGITUDINAL CUTS THE CITY MAY REQUIRE THE ENTIRE DRIVING LANE TO BE OVERLAID. SAWCUT OR EQUAL CUT TO BE UNIFORM AND RESTORATION LIMITS MINIMUM ( W/ MULSITl D EAL JOINT ASPHALT) 12 12" MIN MIN. EXISTING GROUND --� LINE OR SUBGRADE 0 2" IP PACK JOINT x MALE IRON PIPE THREAD p1PE RATED 10 150 P51 (MIN) 2, pOLY g' SDR 35 PIPE 2" IRS SS LINER 8"x2" TART CAP MJ WITH 8° SEWER TRANSITION GASKET ACCESSORY (TYLER) COUPLING DETAIL NTS Q F- Z co -ova P EXISTING SURFACING (TYP.) -- ° SI 2" MIN. COMPACTED DEPTH ASPHALT ? = -' � I CONCRETE PAVEMENT CLASS B 2" CRUSHED SURFACING TOP COURSE -- MIN. COMPACTED DEPTH - 12" GRAVEL BASE MIN. COMPACTED II DEPTH a ¢ 3 SEE W.S.D.O.T. STANDARD PLAN FOR W Z TRENCH DESIGN AND BACKFILL II REQUIREMENTS BACKFILL COMPACTION LEGEND VARIABLE CD BACKFILL MATERIAL PLACED IN 6" LIFTS AND Z Ld COMPACTED TO 95% MAXIMUM DENSITY U BACKFILL MATERIAL PLACED IN 4" LIFTS AND COMPACTED TO 95% MAXIMUM DENSITY. UTILITY TRENCH DETAIL CONTACT PERSONNEL RICK BRYAN PUMP TECH, INC. (425)644 -8501 CRAIG WESTERN UTILITIES SUPPLY CO. (253)531 -1144 TODD ATKINSON STRONGWELL CHATFIELD (507)867 -3479 RUSS 'VAN DERVANTER ALARM MONITORING SERVICE, INC. (206)362 -4482 IRMA CURL LW PRODUCTS CO. (425)483 -0300 NTS j DEEXi4ED S7 -- - -- - DAM 3/16/98 - - -. - -__ RLE NO 97 -144 -- DRAWN APPFAYD 5 HELD BOLY: PAGE REVISED PEP, CITY OF RENTON REVIEW Si 3/25/98 cHECXED - Si __ .ALE NT ` n E� PEYSRW BY APPR. DATE T SHEET Z OF Z r. M C m� �p z 0 N G� W CA t. T 4 u 0 Z � m � d � N 0, � W a ¢ 3 W Z c o 0 ; o 0 d Z Ld m N w m nno�nT N m Y m 3 m .,� A. ,}� I� ,8 a A0� de 21143 vo �S37aNAt col L�./(J N a NI9 v 0 D o o -+ v E%PIRES: 9- 24- -11998 I iyypo$L CITY OF RENTON C>EPAR'f'MENT OF PUBLIC- WORKS DEEXi4ED S7 -- - -- - DAM 3/16/98 - - -. - -__ RLE NO 97 -144 -- DRAWN APPFAYD 5 HELD BOLY: PAGE REVISED PEP, CITY OF RENTON REVIEW Si 3/25/98 cHECXED - Si __ .ALE NT ` n E� PEYSRW BY APPR. DATE T SHEET Z OF Z r. M C m� �p z 0 N G� W CA t. T 4