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HomeMy WebLinkAboutLS & FM Rehab Ph 2 (Group 1B) - Vol IICity of Renton Contract Provisions for Lift Station and Force Main Rehab Phase 2 (Group 1B) Project ______________________________________________________________________________ VOLUME II. CONSTRUCTION PLANS COVERCALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 CONTACT INFORMATION JOE STOWELL CITY OF RENTON PROJECT MANAGER (425) 430-7212 EDWIN HALIM, P.E.RH2 ENGINEERING, INC.CONSULTANT (425) 951-5332 MARINE BEHR RH2 ENGINEERING, INC.CONSULTANT (425) 951-5307 LIFT STATION AND FORCE MAIN IMPROVEMENTS PHASE 2 (GROUP 1B) PROJECT NO. WWO-27-03993 FALL 2021 CITY OF RENTON VICINITY MAP CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-COV.DWGSHOWN COV COV 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:COVERPROPOSED WORK SUMMARY MATRIX LOCATION MAGNETIC LOCATE MARKER SITE WORK MECHANICAL COATING REMOVAL ELECTRICAL BAXTER 2 X X --X DEVIL'S ELBOW 5 X X X -- EAST VALLEY 2 X ----X TOTAL 9 CONTACT COMPANY POSITION PHONE SHEET INDEX SHEET NO.DESCRIPTION DWG NO. PUGET SOUND LAKE WASHINGTON EAST VALLEY LS DEVIL'S ELBOW LS BAXTER LS LIFT STATION ADDRESSES LOCATION ADDRESS BAXTER 4505 LAKE WASHINGTON BOULEVARD NORTH DEVIL'S ELBOW NE 27th STREET AND 120th PLACE SE EAST VALLEY 3371 EAST VALLEY ROAD CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-G01.DWGSHOWN G001 1 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:VACTOR PIPE IMPROVEMENTS ANDGENERAL DETAILS 1AVACTOR SUCTION PIPING AND SUPPORT #5 EPOXY-COATED REBAR WITH 4" EMBEDMENT INTO WET WELL WALL AND 4" MIN HEIGHT SHOP-BENT TO 90° PROVIDE 1 4" THICK, 3" WIDE NEOPRENE PAD BETWEEN STRAP AND PIPE. STRAP SHALL BE TIGHT AROUND PIPE 5" 2" WIDE, 1 8" THICK STAINLESS STEEL PIPE STRAP, BENT TO PROVIDE CLEARANCE AS SHOWN 8" ALUMINUM FLAT FLANGE X 8" HOSE FITTING WITH MOUNTING HOLES. BOLT TO PVC PIPE. TOP OF FLANGE TO BE INSTALLED APPROX. 3" BELOW BOTTOM OF ACCESS HATCH. 8" PVC PIPE, APPROX. LENGTH VARIES VARIES HMA, MATCH SURROUNDING PAVEMENT COMPACTED DEPTH PG 64-22, MIN. 3" GRAVEL TOP COURSE, 6" COMPACTED DEPTH (MIN.) NATIVE SUBGRADE, TRENCH BACKFILL OR STRUCTURAL BACKFILL. PROOF ROLL PRIOR TO GRAVEL PLACEMENT. PAVEMENT SURFACE RESTORATION DETAIL NOTE: WHERE ASPHALT PAVEMENT REPAIR IS DIRECTED BY THE CITY FOR EXISTING DAMAGED PAVEMENT, EXISTING PAVEMENT SHALL BE SAW CUT AND REPLACED WITH COMPACTED PG 64-22 ASPHALT, DEPTH PER RESTORATION DETAIL. NON-PAVED SURFACE RESTORATION DETAIL STAINLESS STEEL BOLT, 1 2" DIAMETER, TYP. OF 4 NOTES: 1. ENSURE THAT PIPE INSTALLATION LOCATION IS ACCESSIBLE FOR CONNECTION TO VACTOR TRUCK WHEN ACCESS HATCH IS OPEN. LOCATION MUST NOT INTERFERE WITH LADDER ACCESS OR OTHER MAINTENANCE OR OPERATIONAL FUNCTION. COORDINATE WITH CITY WASTEWATER OPERATOR PRIOR TO FINALIZING THE LOCATION OF THE VACTOR PIPE EXTENSION. 2. PROVIDE ALUMINUM WELD-ON CROWN AT LOWER END OF PVC. BOLT TO PVC. 3. ENSURE ALL BOLT HOLES ARE SEALED. 3" 11 2" BOLTED CONNECTION HMACONCRETE 6" CONCRETE 6" CRUSHED SURFACING BASE COURSE GRASS SEEDING OR SOD AS SPECIFIED NATIVE SUBGRADE, TRENCH BACKFILL OR STRUCTURAL BACKFILL. PROOF ROLL PRIOR TO GRAVEL AND TOP SOIL PLACEMENT. 8" PVC PIPE, SEE TABLE ON THIS SHEET LIFT STATION PROPOSED VACTOR PIPE LENGTHS LIFT STATION APPROX. PIPE LENGTH (FT) BAXTER 19.7' DEVIL'S ELBOW 16.5' COMPACTED GRAVEL TOP COURSE. DEPTH TO MATCH EXISTING, 6" MIN. GRAVEL AREALANDSCAPED AREA COMPACTED TOP SOIL, 6" MIN. DRILL AND EPOXY PIPE REBAR SUPPORTS INTO EXISTING WET WELL, SEE DETAIL ON THIS SHEET BAXTER DEVIL'S ELBOW DRILL AND EPOXY PIPE REBAR SUPPORTS INTO EXISTING WET WELL, SEE DETAIL ON THIS SHEET 8" PVC PIPE, SEE TABLE ON THIS SHEET ± 6" 2'-6" MAGNETIC MARKER APPROX. 4'-0" 1 1/4" PVC PIPE TOP OF PIPE OR ELBOW TYPICAL MAGNETIC MARKER INSTALLATION CRUSHED ROCK RESTORE PER RESTORATION DETAILS ON DWG NO. G001, AND CITY OF RENTON STANDARD DETAILS TYP. DEVIL'S ELBOW WETWELL COATING REMOVAL REMOVE EXISTING PEELING COATING BELOW THE "PUMP ON" LEVEL AROUND THE FULL CIRCUMFERENCE OF THE WET WELL, INCLUDING THE WET WELL FLOOR, AND TAKE MEASURES TO PROTECT ALL APPURTENANCES, APPROX. 450 SQ. FT. VACTOR WET WELL DURING COATING REMOVAL PROCESS. ABBREVIATIONS APPROX.APPROXIMATELY ATS AUTOMATIC TRANSFER SWITCH CB CATCH BASIN CLR CLEARANCE CMP CORRUGATED METAL PIPE CPP CORRUGATED POLYETHYLENE DI DUCTILE IRON DIA DIAMETER DWG DRAWING ECO ECOLOGY EL ELEVATION FCA FLANGED COUPLING ADAPTER FL FLANGE FM FORCE MAIN FT FEET HMA HOT MIX ASPHALT IE INVERT ELEVATION LF LINEAR FEET LS LIFT STATION MCC MOTOR CONTROL CENTER MH MANHOLE MIN.MINIMUM NO. NUMBER O.C.ON CENTER OHP OVERHEAD POWER OP OPERATION PE PLAIN END PVC POLYVINYL CHLORIDE RE RIM ELEVATION SS SANITARY SEWER SSFM SANITARY SEWER FORCE MAIN ST STORM SQ. FT.SQUARE FEET TBM TEMPORARY BENCHMARK TP TEST PIT TYP.TYPICAL VERT VERTICAL W/WITH B BOLTED CONNECTION, SEE DETAIL B MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-G01.DWGSHOWN G002 2 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:GENERAL DETAILS 2CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B) MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-G01.DWGSHOWN G003 3 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:GENERAL DETAILS 3CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B) KESMWBNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-GEN-E01.DWGSHOWN E001 4 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:ELECTRICAL LEGENDCITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)GENERAL NOTES LADDER LOGIC SYMBOL LEGEND INSTRUMENT METERINDICATE TYPE BY LETTER VALVE SYMBOLS ABBREVIATIONSONE-LINE DIAGRAM SYMBOLS LIGHTING FIXTURES/DEVICESPANELBOARDS, SWITCHES, AND EQUIPMENT GROUNDING SYSTEM SYMBOLS ELECTRICAL SITE PLAN SYMBOLS RECEPTACLES AND JUNCTION BOX SYMBOLS FIRE SYSTEM SYMBOLS ADDITIONAL SYMBOLS RACEWAY LEGEND SITE PLAN LEGEND BUILDING OR FACILITY PLAN LEGEND SWITCH OUTLETS ONE-LINE DIAGRAM INFORMATION KESMWBNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-GEN-E01.DWGSHOWN E002 5 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:ELECTRICAL DETAILSCITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)EXISTING BUILDING CONDUIT PENETRATION DETAILTO INTERIOR EQUIPMENT3" 3" 3"6" 9" NOTE: BURY DEPTH OF CONDUIT AND HORIZONTAL SPACING SHALL BE CONFIRMED WITH SERVING UTILITY BEFORE CONSTRUCTION. TYPICAL ELECTRICAL TRENCH DETAIL ELECTRICAL CONDUIT NUMBER AND SIZE VARY AS PER SITE PLAN. MAINTAIN 12" SPACING BETWEEN TELEMETRY CONDUITS AND OTHER CONDUITS. EXISTING BUILDING INTERIOR WALL EXISTING BUILDING EXTERIOR WALL CONTRACTOR SHALL GROUT FILL CONDUIT PENETRATION. GROUT SHALL BE DYED TO MATCH EXISTING BLOCK. CONDUIT "LB", TYPICAL. FINISHED GRADE CONDUIT COPPER CONDUCTOR CADWELD TYPE TA. CADWELD CABLE TO CABLE TEE CONNECTION.COPPER CONDUCTOR CADWELD TYPE RR. CADWELD END CABLE TO UPPER REBAR CONNECTION. REBAR COPPER CONDUCTOR CADWELD TYPE GR 5/8" X 8' COPPER GROUND ROD.COPPER CONDUCTOR (TYPICAL) CADWELD TYPE XA. CADWELD CABLE TO CABLE CROSS CONNECTION.CADWELD CABLE TO GROUND ROD CONNECTION. GROUNDING CROSS DETAILGROUND TEE DETAIL GROUND TEE DETAIL GROUND REBAR DETAIL GRADE 8'-0" GROUNDING ROD DETAIL CONCRETE GROUND ROD PROTECTOR 13" DEPTH X 12" HEIGHT WITH COVER. PIPE INC. #12R-12A & 12R-12T, OR EQUAL. CONCRETE COVER. 5/8"x8' LONG COPPER GROUND ROD. 2" 2'-0" MIN.4'-0" MAX. 1'-0" MIN. 1" 6" MINIMUM DRAIN OPENING. PROVIDE GRATE TO COVER OPENING. CABLE RACK (TYPICAL OF 4 SIDES). BOLT TO HAND HOLE. HANDHOLE DETAIL 2'-6" 2'-6" HANDHOLE NAMEPLATE COVER. NAMEPLATE SHALL READ ELECTRICAL. LIFTING INSERTS (TYPICAL). 12" MIN. OVER LOCKING SCREW (TYPICAL). HATCH COVER. HOT DIPPED GALVANIZED AND H-20 RATED. NATIVE BACKFILL COMPACTED TO 90% ASTM D1557. 5 CUBIC FEET OF DRAIN GRAVEL AROUND DRAIN AREA. 6" GRANULAR FILL. CONDUIT (TYPICAL). CONTRACTOR SHALL GROUT FILL AROUND CONDUIT FOR WATER TIGHTNESS. GRADING RING AS REQUIRED (TYPICAL).VAULT LID. HANDLE (TYPICAL). CONDUIT (TYPICAL). FINISHED GRADE. NATIVE MATERIAL COMPACTED TO 95% PER ASTM D1557 OR AS REQUIRED PER PLAN RED ELECTRICAL WARNING TAPE CENTERED OVER EACH CONDUIT IN TRENCH (TYP.) FINISH SURFACE PER DETAIL ON DWG NO. G001 COVER OVER HIGHEST CONDUIT IN TRENCH MINIMUM DEPTH BELOW BOTTOM OF DEEPEST CONDUIT INSTALLED IN TRENCH SAND BEDDING MATERIAL PER WSDOT SPECIFICATION 9-03.13 1', TYP. BOTH SIDES 24" MIN (<600V) 36" MIN-48" MAX FOR PRIMARY SERVICE CONDUITS PORT QUENDALL COMPANY 292405-9001 12 SEAHAWKS WAY SEAHAWKSWAYQUENDALL TERMINALS 292405-9002 NO SITUS QUENDALL TERMINALS 292405-9002 NO SITUS KING COUNTY-PARKS 292405-9005 4500 LAKE WASHINGTON BLVD KING COUNTY-PARKS 292405-9005 4500 LAKE WASHINGTON BLVD APPROXIMATE LOCATION OF METRO SEWER CONTRACTOR TO PRESERVE GATE AND SITE ACCESS AT ALL TIMES DURING CONSTRUCTION.SEAHAWKSWAYPRIMARY SITE ACCESS COORDINATE WITH OWNER FOR ENTRY THROUGH SECURED GATE. EXISTING TREES, DO NOT DISTURB.CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 30, 2021Nov 30, 2021REN117-037RENLS2-D-BXT-C01.DWGSHOWN C101 6 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:BAXTER LIFT STATION EXISTING ANDPROPOSED SITE PLAN1 2 PROPOSED LIFT STATION IMPROVEMENTS EXISTING SITE CONDITIONS & FORCE MAIN UPGRADES INSTALL PIG PORT ACCESS INSIDE VALVE VAULT, SEE DWG NO. M101 PROPOSED ELECTRICAL SERVICE DISCONNECT RELOCATION, SEE DWG NO. E101 INSTALL MAGNETIC MARKER WEST OF BNSF RIGHT-OF-WAY ON FIRST BEND. RESTORE ANY DISTURBED LANDSCAPING TO EXISTING OR BETTER CONDITION PER RESTORATION DETAILS ON DWG NO. G001 INSTALL MAGNETIC MARKER EAST OF BNSF RIGHT-OF-WAY ON FIRST BEND. RESTORE ANY DISTURBED LANDSCAPING TO EXISTING OR BETTER CONDITION PER RESTORATION DETAILS ON DWG NO. G001 2 1 3 3 1. CONTRACTOR SHALL INTERCEPT EXISTING SECONDARY UTILITY POWER WITH HANDHOLE. CONTRACTOR SHALL SPLICE EXISTING CONDUCTORS TO PROPOSED CONDUCTORS AND EXTEND PROPOSED CONDUCTORS WITH PROPOSED CONDUIT TO PROPOSED MAIN SERVICE DISCONNECT. 2. ROUTE PROPOSED CIRCUIT TO PROPOSED MAIN SERVICE DISCONNECT. SEE EXISTING LIFT STATION CONTROL BUILDING ON DWG NO. E102 FOR PROPOSED MAIN SERVICE DISCONNECT LOCATION. 3. SEE DWG NO. E102 FOR CONDUIT AND CONDUCTOR SCHEDULE. ELECTRICAL NOTES EXISTING UTILITY POLE ELECTRICAL TRENCH PER DETAIL ON DWG NO. E002. RESTORE PAVEMENT TO EXISTING OR BETTER CONDITION PER DETAIL ON DWG NO. G001. BAXTER LIFT STATION EXISTING PLAN BAXTER LIFT STATION PROPOSED PLAN SECTION OBLIQUE EXISTING VALVE VAULT A A A EXISTING 48"x72" ACCESS HATCH BT1 BT1EXISTING 810-LA VAULT EXISTING 6" CHECK VALVE (FLxFL), TYP. OF 2 EXISTING 6" FCA, TYP. OF 2 EXISTING 6" SPOOL (PExFL), TYP. OF 2, VERIFY LENGTH IN FIELD EXISTING 6" PLUG VALVE WITH OPERATION NUT (FLxFL), TYP. OF 2 EXISTING 6" 45° BEND (FLxFL), TYP. OF 2 EXISTING 6" PIPE (FLxFL), TYP. OF 2, VERIFY LENGTH IN FIELD EXISTING 6"x6"x6" TRUE WYE (FLxFLxFL) REMOVE EXISTING 6" 90° BEND EXISTING 6" PIPE (FLxFL), LENGTH 3'-0" EXISTING 6" MAGNETIC FLOW METER (FLxFL) EXISTING 6" MAGNETIC FLOW METER (FLxFL) EXISTING 6" PIPE (FLxFL), TYP. OF 2, VERIFY LENGTH IN FIELD 2" BRASS NIPPLE AS REQUIRED, TYP. OF 2 2" BRASS BALL VALVE DI BLIND FLANGE WITH THREADED TAP PLUG VALVE 6" DI 90° BEND (FLxFL) DI TEE PIPE SUPPORT, TYP.REMOVE EXISTING BEND CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-BXT-M01.DWGSHOWN M101 7 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:BAXTER LIFT STATION MECHANICALPLAN6" DI TEE (FLxFL) 6" DI ECCENTRIC PLUG VALVE W/ QUARTER ( 1 4 ) TURN OPERATION NUT (FLxFL) 6" DI 90° BEND (FLxFL) 6" DI BLIND FLANGE W/ 2" THREADED TAP (FL) BRASS BALL VALVE AND NIPPLES FOR PIGGING PORT DI TEE PIGGING PORT PIPE SUPPORT CONSTRUCTION NOTES 1. PROVIDE AND INSTALL TEMPORARY PUMP SYSTEM PER SPECIFICATIONS WHILE LIFT STATION IS OUT OF SERVICE DUE TO PIG PORT INSTALLATION. 40/315/2 480V 5KVA, 1Ø, 3W 240/120V 240/120V PNL L 40/3 INSIDE OUTSIDE ONE-LINE DIAGRAM 15/3 EXISTING MOTOR CONTROL CENTER 480V, 3ɸ, 4W SPD 100/3 TM ATS EXISTING AUTOMATIC TRANSFER SWITCH EXISTING GENERATOR RECEPTACLE 40KW MTS EXISTING MANUAL TRANSFER SWITCH 480/277 - VOLTEXISTING PRIMARY SERVICE M 100/3 100/3 100/3 SE, TM MAIN SERVICE DISCONNECT EXISTING GROUND TO NEUTRAL BOND TO BE REMOVED EXISTING STANDBY GENERATOR PHASE MONITOR RELAY PMR CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)EXISTING POWER HANDHOLE EXISTING SEAL-OFF, (TYPICAL) WET WELL CLASS 1 DIVISION 1 AREA WET WELL PUMP 1PUMP 2TRANSFERPUMPNEUTRAL GND BUS IO/MBCMRNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-BXT-E01.DWGSHOWN E101 8 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:BAXTER LIFT STATION ONE-LINEDIAGRAMEXISTING CONDUCTORS AND EXPOSED CONDUIT TO BE REMOVED. EXISTING UNDERGROUND CONDUIT TO BE ABANDONED. REPAIR AND MAKE WEATHERPROOF ANY CONDUIT PENETRATIONS. PATCH AFFECTED PANELS AS NECESSARY. EXISTING CONDUIT AND CONDUCTORS TO BE REMOVED. PATCH AFFECTED PANELS AS NECESSARY. 1. SEE DWG NO. E102 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. SEE DWG NO. E102 FOR ELECTRICAL EQUIPMENT SCHEDULE. 3. GROUND ROD PER N.E.C. (TYPICAL). SEE DWG NO. E002 FOR DETAIL. ELECTRICAL NOTES EXISTING TRANSFORMER CONNECT TO EXISTING GROUND ELECTRODE SYSTEM AND PROPOSED GROUND RODS. SEE GROUNDING DETAIL, THIS SHEET. GND BUS S/N GROUNDING SERVICE ENTRANCE DISCONNECT SWITCH#6 MIN. #6 MIN.#6 MIN. CONTRACTOR SHALL INTERCEPT EXISTING SECONDARY UTILITY POWER WITH HANDHOLE. CONTRACTOR SHALL SPLICE EXISTING CONDUCTORS TO PROPOSED CONDUCTORS AND EXTEND PROPOSED CONDUCTORS WITH CONDUIT TO PROPOSED MAIN SERVICE DISCONNECT. EXISTING SECONDARY UTILITY POWER CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)KESMWBNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-BXT-E02.DWGSHOWN E102 9 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:BAXTER LIFT STATION ELECTRICALPLANEXISTING MOTOR CONTROL CENTER EXISTING MAIN SERVICE DISCONNECT EXISTING LIFT STATION CONTROL BUILDING EXISTING UTILITY METER MAIN SERVICE DISCONNECT. INSTALL GROUND RODS PER N.E.C. OUTSIDE OF BUILDING. SEE PROPOSED LIFT STATION IMPROVEMENTS SITE PLAN ON DWG NO. C101 FOR CONTINUATION. EXISTING AUTOMATIC TRANSFER SWITCH POWER CONDUIT AND CONDUCTOR SCHEDULE EXISTING MOTOR CONTROL CENTER ɸ ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE EXISTING AUTOMATIC TRANSFER SWITCH EXISTING MOTOR CONTROL CENTER REMOVE EXISTING CONDUIT AND CONDUCTORS BETWEEN EXISTING AUTOMATIC TRANSFER SWITCH AND EXISTING MOTOR CONTROL CENTER. REMOVE CONDUCTORS BETWEEN EXISTING UTILITY METER AND EXISTING MOTOR CONTROL CENTER. CUT CONDUIT 2" ABOVE GRADE AND CAP, TYP. CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)KESMWBNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-BXT-E03.DWGSHOWN E103 10 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:BAXTER LIFT STATION TELEMETRYMODIFICATIONSEXISTING TELEMETRY PANEL EXTERIOR EXISTING TELEMETRY POWER ENCLOSURE INTERIOR 1. OWNER WILL PROVIDE THE TELEMETRY PANEL TO THE CONTRACTOR. 2. COORDINATE TELEMETRY PANEL REMOVAL AND NECESSARY SHUTDOWN PERIOD WITH OWNER BEFOREHAND; 5 WORKING DAYS NOTICE REQUIRED. SHUTDOWN DURATION SHALL NOT EXCEED 5 CALENDAR DAYS. 3. CONTRACTOR SHALL DISCONNECT ALL EXISTING CONDUCTORS AND CONDUITS FROM THE EXISTING TELEMETRY PANEL (RTU) AND REMOVE THE EXISTING RTU FROM ITS LOCATION TO MAKE SPACE FOR INSTALLATION OF THE OWNER PROVIDED RTU. EACH EXISTING CONDUCTOR SHALL BE LABELED PRIOR TO DISCONNECTING FROM THE RTU TO AID IN THE INSTALLATION OF THE OWNER PROVIDED RTU. 4. CONTRACTOR SHALL REVIEW TELEMETRY PANEL DRAWINGS AND LAND PROPOSED CONDUCTORS IN TELEMETRY PANEL. 5. INSTALL OWNER PROVIDED RTU IN THE SAME LOCATION AS THE EXISTING RTU AND EXTEND ALL EXISTING CONDUITS TO THE OWNER PROVIDED RTU. CONTRACTOR SHALL MODIFY EXISTING CONDUIT AND INSTALL NEW CONDUIT AS NECESSARY TO REROUTE CONDUIT INTO THE OWNER PROVIDED TELEMETRY PANEL BASED ON THE PANEL SIZING. REPLACE ALL EXISTING CONDUCTORS BETWEEN THE RTU AND REMOTE DEVICES WITH PROPOSED CONDUCTORS INSTALLED IN EXISTING AND EXTENDED CONDUITS. CONTRACTOR SHALL PROVIDE ALL MATERIALS. APPROXIMATE CONTROL CONDUCTOR LENGTH TO MCC TERMINALS FROM EXISTING TELEMETRY PANEL IS 20'. 6. INSTALL OWNER PROVIDED RADIO IN OWNER PROVIDED RTU. SEE TELEMETRY PANEL DRAWINGS FOR DETAILS. TELEMETRY PANEL INSTALLATION NOTES ALL INCOMING AND OUTGOING CIRCUITS TO BE DISCONNECTED FROM EXISTING TELEMETRY PANEL AND RETERMINATED INSIDE OWNER PROVIDED TELEMETRY PANEL PER TELEMETRY PANEL SHOP DRAWINGS. SEE TECHNICAL SPECIFICATION APPENDIX FOR TELEMETRY PANEL SHOP DRAWINGS EXISTING TELEMETRY PANEL INTERIOR EXISTING CONDUITS TO BE TERMINATED AT OWNER PROVIDED TELEMETRY PANEL, TYPICAL OF ALL CONDUITS ENTERING EXISTING TELEMETRY PANEL AND POWER ENCLOSURE. EXISTING TELEMETRY POWER ENCLOSURE TO BE REMOVED AND RETURNED TO OWNER. EXISTING TELEMETRY PANEL TO BE REMOVED AND RETURNED TO OWNER. INSTALL OWNER PROVIDED TELEMETRY PANEL IN SAME LOCATION AS EXISTING TELEMETRY PANEL WITH STAINLESS STEEL MOUNTING HARDWARE. ALL INCOMING AND OUTGOING CIRCUITS TO BE DISCONNECTED FROM EXISTING TELEMETRY POWER ENCLOSURE AND RETERMINATED INSIDE PROPOSED TELEMETRY PANEL PER OWNER PROVIDED TELEMETRY PANEL SHOP DRAWINGS. FERNDALE PL NENE 27TH ST KNOWLE, RYAN D 042305-9280 2616 FERNDALE PL NE EDWARDS, MATTHEW B AND ANGELA D 042305-9353 2624 FERNDALE CT NE KING COUNTY - PARKS 042305-9304 NO SITUS DURHAM, MICHAEL AND DAWN 042305-9266 2626 FERNDALE PL NE HONEY C R E E K T R A I L MAINTENANCE DITCH #1, APPROX. 78 LF MAINTENANCE DITCH #2, APPROX. 106 LF MAINTENANCE DITCH#3, APPROX. 103 LFSTART DITCH #1 MAINTENANCE N: 190883.87 E: 1306857.01 END DITCH MAINTENANCE #1 N: 190877.82 E: 1306934.62 START DITCH #2 RESTORATION N: 190906.19 E: 1307074.92 END DITCH #2 RESTORATION N: 190856.32 E: 1307164.37 S T A R T D I T C H # 3 M A I N T E N A N C EN: 190855.42E: 1307165.45TP-3 TP-4 TP-2 TP-1 ASPHALT BERM PER DETAIL, APPROX. 30 LF NO DITCH MAINTENANCE WITHIN TREE ROOT ZONE EXISTING 36" AND 52" TREE, DO NOT DISTURB DITCH CENTERLINE 6" MIN. DITCH PAY WIDTH DITCH WIDTH SHALL MATCH EXISTING WIDTH WITHOUT IMPACTING ASPHALT AND CUTTING INTO THE TOE OF THE ADJACENT SLOPE (2' MINIMUM - 3' MAXIMUM WIDTH), TYP. PROVIDE 1' THICK OF QUARRY SPALLS PER WSDOT 9-13.6 PROVIDE DITCH LINING GEOTEXTILE FABRIC BETWEEN QUARRY SPALLS AND SOIL VEGETATE PER SPECIFICATIONS GRADE EXISTING SLOPE AT 1:1 FOR FIRST 5 FEET OR TO DAYLIGHT. BEYOND 5 FEET SLOPE TO GRADUALLY MEET EXISTING GRADE. (SEE ROAD CROSS SECTIONS) STREET SIDE UPHILL SIDE SLOPE 6" 4" 1'EXISTING ASPHALT ASPHALT BERM PREPARE EXISTING SURFACE WITH ASPHALT TACK COAT CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-DELB-C01.DWGSHOWN C201 11 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:DEVIL'S ELBOW LIFT STATIONPROPOSED SITE PLAN IPROPOSED SITE PLAN FOR CONTINUATION SEE C2021 2 3 PROPOSED ASPHALT BERM DITCH CHECK DAMS PER DETAIL, SEE DWG NO. C203, TYP. APPROX. ASPHALT BERM RIP RAP LINED DITCH DETAIL PROVIDE TRAIL CLOSED SIGNS AT THE HONEY CREEK TRAIL ENTRANCES TO NOTIFY PEDESTRIAN TRAFFIC. SIGNAGE SHALL ALSO SHOW A MAP OF THE CONSTRUCTION AREA. COORDINATE WITH CITY ON ALL ACCESS TO ACCESS ROAD (HONEY CREEK TRAIL) OFF OF NE 27TH STREET 3 21 KING COUNTY - PARKS 042305-9304 N / A DELGADO, MARTIN AND HERMELINDA V 042305-9017 2418 FERNDALE PL NE CITY OF RENTON 042305-9015 NO SITUS HONEY C R E E K T R A I L MAINTENANCE DITCH #3, APPROX. 103 LF RESTORE CONNECTION TO CULVERT REMOVE EXCESS SEDIMENT BEHIND WALL END DITCH #2 RESTORATIONN: 190856.32 E: 1307164.37START DITCH #3 MAINTENANCE N: 190855.42 E: 1307165.45 END DITCH #3 MAINTENANCE N: 190778.28 E: 1307233.81 START DITCH #4A MAINTENANCE (IN FRONT OF WALL) N: 190725.86 E: 1307314.43 MAINTENANCE DITCH #4A AND #4B, APPROX. 153 LF AND 140 LF RESPECTIVELY, IN FRONT OF AND BEHIND WALL TP-5 B-2 GROUNDWATER SEEPAGE AREA END DITCH MAINTENANCE #4A (IN FRONT OF WALL) N: 190594.54 E: 1307392.79 START DITCH #4B MAINTENANCE (BEHIND WALL) N: 190710.44 E: 1307313.74 CLEAN CATCH BASINS AND PIPES BY REMOVING ALL DEBRIS AND BLOCKAGE, TYP. OF 2 PROVIDE APPROXIMATELY 10 LF OF DITCH PAY WIDTH TO REINFORCE ENTRANCE OF UPLAND STREAM INTO UPPER DITCH. END DITCH MAINTENANCE #4B (BEHIND WALL) N: 190590.69 E: 1307385.48 EXISTING ECO-BLOCK, TYP. DITCH CENTERLINE PROVIDE 1' THICK OF QUARRY SPALLS PER WSDOT 9-13.6 PROVIDE DITCH LINING GEOTEXTILE FABRIC BETWEEN QUARRY SPALLS AND SOIL STREET SIDE LOWER DITCHUPPER DITCHDITCH PAY WIDTH 6" MIN. DITCH PAY WIDTH UPHILL SIDE EXTEND ROCK LINING UPHILL AT ANY DRAINAGE WAYS VEGETATE PER SPECIFICATIONS GRADE EXISTING SLOPE AT 1:1 FOR FIRST 5 FEET OR TO DAYLIGHT. BEYOND 5 FEET SLOPE TO GRADUALLY MEET EXISTING GRADE. (SEE ROAD CROSS SECTIONS) PROVIDE 1' THICK OF QUARRY SPALLS PER WSDOT 9-13.6 PROVIDE DITCH LINING GEOTEXTILE FABRIC BETWEEN QUARRY SPALLS AND SOIL 6" MIN. DITCH WIDTH SHALL MATCH EXISTING WIDTH WITHOUT IMPACTING ASPHALT AND CUTTING INTO THE TOE OF THE ADJACENT SLOPE (2' MINIMUM - 3' MAXIMUM WIDTH), TYP.CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-DELB-C01.DWGSHOWN C202 12 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:DEVIL'S ELBOW LIFT STATIONPROPOSED SITE PLAN IIPROPOSED SITE PLANFOR CONTINUATION SEE C201FOR CONTINUATION SEE C2031 2 ECO-BLOCK SEPARATED DITCH DETAIL 1 2 CITY OF RENTON 042305-9015 NO SITUS KING COUNTY - PARKS 042305-9315 NO SITUS CITY OF RENTON 042305-9336 NO SITUS NE 24THSTREETHONEY CREEK TRAIL HYDE PARK CONDOMINIUMS 354770-0000 2300 JEFFERSON AVENUE NE KAPOI ANDREW HANAMAUIKIKINA 19210-0090 2746 NE 24th STREET SAVORGINO, ROGER E 19210-0100 2749 NE 24th STREET PHAN HUNG + HOANG LIEN 19210-0070 2740 NE 24th STREET CITY OF RENTON 042305-9336 NO SITUS CITY OF RENTON 19210-0080 NO SITUS MAINTENANCE DITCH #5, APPROX. 181 LF START DITCH #5 MAINTENANCE N: 190435.64 E: 1307513.04 END DITCH #5 MAINTENANCE N: 190290.26 E: 1307620.46 B-1 GROUNDWATER SEEPAGE AREA FLOW A B CHECK DAM, APPROX. LOCATION PER PLAN, TYP.DITCH DITCH LINING PER RIP RAP LINED DITCH AND ECO-SEPARATED DITCH DETAILS 6" MIN. A 2"-4" ROCK, TYP. BOTTOM OF DITCH B NOTES: 1.CONDITION OF USE 1.1.WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2.TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2.MAINTENANCE STANDARDS 2.1.ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2.THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIP RAP OR AN EROSION CONTROL BLANKET OR NET. PLAN SECTION SECTION 2 1 2 1 CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-DELB-C01.DWGSHOWN C203 13 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:DEVIL'S ELBOW LIFT STATIONPROPOSED SITE PLAN IIIPROPOSED SITE PLANFOR CONTINUATION SEE C2021 2 CONSTRUCTION NOTES 1.PROVIDE TEMPORARY PUMPING SYSTEMS IN ACCORDANCE WITH THE SPECIFICATIONS DURING THE WETWELL COATING REMOVAL AND PIG PORT ASSEMBLY INSTALLATION. 2.PROVIDE TWO VACTOR TRUCKS ON STANDBY DURING THE PIG PORT ASSEMBLY INSTALLATION. THE SEWAGE INSIDE THE FORCEMAIN PIPE CAN BE DRAINED INTO THE EXISTING WETWELL. THE VACTOR TRUCKS CAN BE EMPTIED AT THE DISCHARGE MANHOLE LOCATION AT NE 24TH STREET. 3.AFTER THE COMPLETION OF THE PIG PORT ASSEMBLY INSTALLATION, THE COATING REMOVAL PROCESS CAN PROCEED. PROVIDE TEMPORARY PUMPING SYSTEM AS REQUIRED IN THE SPECIFICATIONS. 1 2 INSTALL MAGNETIC LOCATE MARKER PER SPECIFICATIONS AND RESTORE ROAD TO EXISTING OR BETTER CONDITION, TYP. OF 5 INSTALL PIG PORT ACCESS INSIDE VALVE VAULT, SEE DWG NO. M201 DITCH CHECK DAMS DETAIL OBLIQUE EXISTING FLOW METER AND PLUG VALVE IN VALVE VAULT A DE1 MIDDLE PORTION OF EXISTING SPOOL AND SHACKLE RODS TO BE REMOVED AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS DEVIL'S ELBOW LIFT STATION EXISTING PLAN DEVIL'S ELBOW LIFT STATION PROPOSED PLAN A A SECTION EXISTING 72"x48" ACCESS HATCH EXISTING 818-LA PRECAST VAULT EXISTING PIPE AND SHACKLE RODS TO BE CUT AND REMOVED, APPROX. LENGTH 1'-7". LENGTH TO BE ADJUSTED AS NEEDED TO INSTALL PROPOSED FITTINGS. PIGGING PORT 6" FLANGED COUPLING ADAPTER, TYP. OF 2 DI WYE 6" DI 45° BEND (FLxFL) PLUG VALVE DI BLIND FLANGE WITH THREADED TAP 2" BRASS NIPPLE AS REQUIRED, TYP. OF 2 2" BRASS BALL VALVE PIPE SUPPORT EXISTING THRUST BLOCK WITH SHACKLE RODS CAST IN RECONNECT CUT SHACKLE RODS TO FLANGED COUPLING ADAPTERS SHACKLE RODS CONNECTED TO EXISTING VALVE TO BE CUT AS NECESSARY AND CAN BE REUSED IF NOT DAMAGED EXISTING HEATER, DO NOT DISTURB DE1 CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-DELB-M01.DWGSHOWN M201 14 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:DEVIL'S ELBOW LIFT STATIONMECHANICAL PLAN6" DI ECCENTRIC PLUG VALVE W/ QUARTER ( 1 4 ) TURN OPERATION NUT (FLxFL) 6" DI BLIND FLANGE W/ 2" THREADED TAP (FL) BRASS BALL VALVE AND NIPPLES FOR PIGGING PORT 6" x 6" DI WYE (FLxFLxFL) UPSTREAM FLANGE COUPLING ADAPTER AND SHACKLE RODS PIPE SUPPORT DOWNSTREAM FLANGED COUPLING ADAPTER AND SHACKLE RODS APPROX. 61 2" CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)MCCBEHNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-EV-C01.DWGSHOWN C301 15 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:EAST VALLEY LIFT STATIONPROPOSED IMPROVEMENTSMANUAL TRANSFER SWITCH, "MTS" INSTALLATION. SEE DWG NO. E302. STANDBY GENERATOR BOLLARD, TYP. PARKING LOT EAST VALLEY ROAD 1 MAINTAIN MIN. 4' FOR ADA ACCESS INSTALL MAGNETIC LOCATE MARKER PER SPECIFICATIONS AND RESTORE CONCRETE TO EXISTING OR BETTER CONDITION, TYP. OF 2. REMOVE EXISTING CONCRETE SIDEWALK AS REQUIRED FOR CONSTRUCTING PROPOSED IMPROVEMENTS. REMOVE TO NEAREST CONSTRUCTION JOINT. REPLACE REMOVED SIDEWALK WITH NEW CONCRETE TO THE EXTENTS SHOWN ON THE PLAN PLUS THE ADDITION OF GENERATOR CONCRETE PAD AND A SECTION OF NEW CONCRETE SIDEWALK ON THE WEST SIDE OF THE GENEARTOR. RESTORE PER CITY OF RENTON STANDARD DETAIL. EXTENTS SHOWN ARE FOR BIDDING PURPOSES ONLY. PROPOSED SITE PLAN 5'-6" 1'-0" CONCRETE WIDTH AS NECESSARY TO MATCH EXISTING CONCRETE WIDTH EXISTING TREE, TO BE REMOVED TO TWO FEET BELOW GRADE. ELECTRICAL CONDUITS, SEE ELECTRICAL PLANS FOR DETAILS, TYP.37'-5" SIDEWALK ELEVATIONS TO BE DETERMINED IN FIELD AND SHALL MATCH EXISTING SIDEWALK, TYP. 3 1 REPLACE SIDEWALK TO THE NEAREST JOINT 100/3 GND BUS MCP20/2 480V 10KVA, 1Ø, 3W 240/120V MCP100/3 480/277 - VOLTEXISTING PRIMARY SERVICE M INSIDE OUTSIDE ONE-LINE DIAGRAM MCP EXISTING MOTOR CONTROL CENTER 480V, 3ɸ, 4W, "MCC" PHASE MONITOR RELAY PMR EXISTING UTILITY METER POWER METER EXISTING GENERATOR RECEPTACLE MTS MANUAL TRANSFER SWITCH, "MTS" 240/120V PNL L 100/3 SE EXISTING MAIN SERVICE DISCONNECT ATS AUTOMATIC TRANSFER SWITCH, "ATS"CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)KIRK KEY INTERLOCK SYSTEM, TO BE REMOVED FROM MOTOR CONTROL CENTER EXISTING POWER HANDHOLE EXISTING SEAL-OFF, (TYPICAL)PUMP 1PUMP 2WET WELL CLASS 1 DIVISION 1 AREA EXISTING WET WELL PUMP 3NEUTRAL 1. SEE DWG NO. E302 FOR CONDUIT AND CONDUCTOR SCHEDULE. 2. SEE DWG NO. E302 FOR ELECTRICAL EQUIPMENT SCHEDULE. ELECTRICAL NOTES IO/MBCMRNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-EV-E01.DWGSHOWN E301 16 20 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.EAST VALLEY LIFT STATION ONE-LINEDIAGRAMEXISTING CONDUCTORS AND EXPOSED CONDUIT TO BE REMOVED. EXISTING UNDERGROUND CONDUIT TO BE ABANDONED. REPAIR AND MAKE WEATHERPROOF ANY CONDUIT PENETRATIONS. PATCH AFFECTED PANELS AS NECESSARY. 100/3 TM STANDBY GENERATOR GROUND PER N.E.C.40KW EXISTING PAD-MOUNT TRANSFORMER CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)EXISTING ELECTRICAL PEDESTAL FIRST AID KIT TO BE RELOCATED EXISTING JUNCTION BOX TO BE RELOCATED ABOVE PROPOSED AUTOMATIC TRANSFER SWITCH AUTOMATIC TRANSFER SWITCH, "ATS" CONTROL CONDUIT AND CONDUCTOR SCHEDULE POWER CONDUIT AND CONDUCTOR SCHEDULE EXISTING MOTOR CONTROL CENTER DRY WELL INTERIOR EXISTING SURGE PROTECTION DEVICE. RELOCATE BELOW PROPOSED AUTOMATIC TRANSFER SWITCH. EXTEND CONDUIT AND CONDUCTORS AS NECESSARY. EXISTING PANEL SCHEDULE L IO/MBCMRNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-EV-E02.DWGSHOWN E302 17 20 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.EAST VALLEY LIFT STATIONELECTRICAL PLANSEE ELECTRICAL SITE PLAN ON DWG NO. E303 FOR CONTINUATION. EXISTING MOTOR CONTROL CENTER, "MCC" EXISTING PANEL L ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE EXISTING LIGHTING PANEL, "L" INSTALL 20 AMP, 1-POLE CIRCUIT BREAKER FOR POWERING GENERATOR BATTERY CHARGER. INSTALL 20 AMP, 2-POLE CIRCUIT BREAKER FOR POWERING GENERATOR BLOCK HEATER. PROPOSED BREAKERS REMOVE EXISTING CONDUIT AND CONDUCTORS FROM EXISTING GENERATOR RECEPTACLE TO EXISTING MCC. EXISTING GENERATOR RECEPTACLE, SHIFT TO THE RIGHT AS NECESSARY TO MAKE SPACE FOR MANUAL TRANSFER SWITCH, "MTS" EXISTING MAIN SERVICE DISCONNECTEXISTING UTILITY METER EXISTING TELEMETRY PANEL SEE ELECTRICAL SITE PLAN ON DWG NO. E303 FOR CONTINUATION. STANDBY GENERATOR EXISTING KIRK KEY INTERLOCK SYSTEM TO BE REMOVED EXISTING KIRK KEY INTERLOCK SYSTEM TO BE REMOVED EXISTING CIRCUIT BREAKER TO BE REMOVED. REPLACE EXISTING DOOR WITH NEW BLANK MANUFACTURER DOOR FROM SIEMENS. NAMEPLATE SHALL READ AS "SPACE". TERMINATE CIRCUIT AT EXISTING PHASE MONITOR RELAY. PROVIDE TERMINAL BLOCKS AS NECESSARY. ɸ MANUAL TRANSFER SWITCH, "MTS" CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)PROPOSED ELECTRICAL SITE PLAN 1. SEE DWG NO. E302 FOR CONDUIT AND CONDUCTOR SCHEDULE 2. SEE DWG NO. E302 FOR EQUIPMENT SCHEDULE. 3. CONTRACTOR TO INSTALL HANDHOLES AS NECESSARY FOR INSTALLATION OF CONDUITS. ELECTRICAL NOTES IO/MBCMRNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-EV-E03.DWGSHOWN E303 18 20 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.EAST VALLEY LIFT STATIONELECTRICAL SITE PLANSTANDBY GENERATOR BOLLARD, TYP. EXISTING DRY WELL EXISTING MOTOR CONTROL CENTER, "MCC" AUTOMATIC TRANSFER SWITCH, "ATS" EXISTING JUNCTION BOX TO BE RELOCATED EXISTING ACCESS HATCH EXISTING SURGE PROTECTION DEVICEEXISTING WET WELL EXISTING PANEL L A EXISTING ELECTRICAL PEDESTAL. SEE EXISTING ELECTRICAL PEDESTAL PHOTO ON DWG NO. E302 FOR DETAILS. PARKING LOT EAST VALLEY ROAD IO/MBCMRNov 15, 2021Nov 30, 2021REN117-037RENLS2-D-EV-E04.DWGSHOWN E304 19 20 DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE:EAST VALLEY LIFT STATIONGENERATOR DETAILGENERATOR AND FUEL TANK PLAN GENERATOR AND FUEL TANK - SIDE ELEVATION VIEW BOLLARD DETAIL 3'-0" 4'-0" 2'-6" 2'-6" 6" GALVANIZED STD STEEL PIPE. FILL WITH CONCRETE. PAINT SAFETY YELLOW. LOCATE @ 4' O.C. 1"ROUNDED CONCRETE TOP #4 HOOPS @ 12" O.C. (6) #4 VERT EVENLY SPACED 1/2" PRE-MOLDED JOINT FILLER, TYP. 6" STREET SIDE WALK STANDBY GENERATOR WITH SOUND ATTENUATED ENCLOSURE SECURE GENERATOR AND FUEL TANK TO CONCRETE PAD PER MANUFACTURER'S INSTRUCTIONS CONCRETE PAD MIN 12" CRUSHED SURFACING COMPACTED TO FIRM AND UNYIELDING CONDITION PROOF ROLL NATIVE SOIL #5 @ 12" O.C. EW, T&B DUAL-WALL SUBBASE FUEL TANK STANDBY GENERATOR WITH SOUND ATTENUATED ENCLOSURESTANDBY GENERATOR CONTROL PANEL, EXTERNAL EMERGENCY STOP PUSH BUTTON AND CIRCUIT BREAKERS THIS END 2" 4'-0" (TYP.)4'-0" TYP. 2'-0" (TYP.) BOLLARD AND BOLLARD FOOTING, TYP. SEE DETAIL THIS SHEET. 1 1/2" CLR. 3" CLR. 1'-0" 1 CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)A A BOLLARD, TYP. SEE DETAIL THIS SHEET BOLLARD FOOTING, TYP. SEE DETAIL THIS SHEET CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STANDARD DETAIL NOTE: CEMENT CONCRETE SIDEWALK NOT SHOWN THIS VIEW A FUEL TANK BELOW 2'-0" TYP. CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)CITY OF RENTONLIFT STATION AND FORCE MAINIMPROVEMENTS - PHASE 2 (GR. 1B)EXISTING TELEMETRY PANEL IO/MBCMRNov 13, 2021Nov 30, 2021REN117-037RENLS2-D-EV-E05.DWGSHOWN E305 20 20 0"1"2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2" SCALE: DWG NO.:DATEDESCRIPTIONREVISIONSBYREVIEWENGINEER:SAVE DATE:REVIEWED:PLOT DATE:CLIENT:FILENAME:SHEET NO.:JOB NO.:NO.EAST VALLEY LIFT STATION TELEMETRYMODIFICATIONSDIGITAL INPUTS, EXISTING SLOT 4 DIGITAL INPUTS, EXISTING SLOT 5 CONNECT ATS POWER OFFLINE DIGITAL INPUT TO EXISTING DEDICATED FUSE AND TERMINAL BLOCK. CONNECT GENERATOR WARNING INPUT TO EXISTING DEDICATED FUSE AND TERMINAL BLOCK. CONNECT GENERATOR FAILURE INPUT TO EXISTING DEDICATED FUSE AND TERMINAL BLOCK. CONNECT GENERATOR RUNNING INPUT TO EXISTING DEDICATED FUSE AND TERMINAL BLOCK. CONNECT GENERATOR LOW FUEL INPUT TO EXISTING DEDICATED FUSE AND TERMINAL BLOCK. CONNECT DIGITAL INPUTS TO EXISTING DEDICATED FUSES AND TERMINAL BLOCKS, TYP. CONNECT PHASE FAIL INPUT TO EXISTING SPARE DEDICATED FUSE AND TERMINAL BLOCK. PHASE FAIL