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Home My WebLink AboutP_Design_101108942_V1_181113GASPHONECABLE TV101108942THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIESCALL (800) 424-55552 BUSINESS DAYS BEFORE YOU DIGFor contacts below dial 1-888-CALL PSE (225-5773)FOREMAN (CHECK BOX WHEN COMPLETED)PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition.Grid, Cable, and Switch numbers INSTALLED & VERIFIED.Field Changes RED-LINED on As-built.Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE.Foreman's Signature _______________________________________________Print Name ___________________________________ Date ______________Material VERIFIED and CHANGES noted on Paperwork.Total PRIMARY Cable noted on As-built.Company ID#'s RECORDED in correct location on As-built.Correct QC Checklist(s) reviewed.Deviations noted on the As-built and their reason.I certify that the work performed meets PSE's standards and procedures and that all quality requirements are met.Vasiliy Trofimenko425-457-9001Cell PhoneProject Manager Contact Information:Owner / Developer Contact InfoofficeATTN:WSDOTI-405 ProgramRandy Norberg425-456-8578PHONECABLE TV11344371101108942PROJECT PHASEPWRNOTIF#ORDER#SuperiorJOBSITENE PARK DRPUBLIC IMPROVEMENTCONFLICTS UI1533, UI1568NE PARK DRPUBLIC IMPROVEMENTCONFLICTS UI1533, UI1568GENERAL NOTES1. PRE-CONSTRUCTIONNOTIFY APPROPRIATE CITY OR COUNTY 48 TO 72 HOURS OR AS REQUIRED BY PERMITTING AGENCYBEFORE STARTING WORK ON ANY RIGHT-OF-WAY INVOLVING A PERMIT.FOLLOW ALL REQUIREMENTS AS OUTLINED BY THE PERMITTING AGENCY.LOCATE AND MARK ALL UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION. IF THERE IS ACONFLICT WITH THE INTENDED TRENCH ROUTE AS SHOWN ON THE SITE PLAN AND EXISTING UTILITIESOR OBSTRUCTIONS, TRENCH ROUTE MAY NEED TO BE MOVED TO OPPOSITE SIDE OF STREET.COOPERATION WITH QUALITY INSPECTOR, PUGET SOUND ENERGY CONTRACTOR, CITY OR COUNTYAUTHORITIES DURING PRE-CONSTRUCTION MEETING WILL DETERMINE THE FINAL TRENCH ROUTE.2. EXISTING UTILITIESHAND EXCAVATE (POTHOLE) ALL MARKED UTILITY CROSSINGS TO VERIFY EXACT LOCATION ANDDEPTH AT POINT OF CROSSING. PROTECT UNDERGROUND UTILITIES DURING EXCAVATION. USE HANDEXCAVATION METHODS IF NECESSARY TO AVOID DAMAGE. FABRICATE AND INSTALL ADEQUATETEMPORARY STRUCTURES TO SUPPORT AND PROTECT UNDERGROUND UTILITIES WHILE EXPOSEDDURING CONSTRUCTION.MAINTAIN 6" MINIMUM CLEARANCE AT CROSSINGS BETWEEN EXISTING UTILITIES AND NEW DUCTINSTALLATIONS. TRANSITION TRENCH OR TUNNEL PROFILE GRADUALLY AS REQUIRED ATCROSSINGS. MAINTAIN 24" MINIMUM SEPARATION BETWEEN NEW TRENCH OR TUNNEL AND PARALLELEXISTING UTILITIES OR AS REQUIRED BY THE PERMIT AGENCY.IN THE EVENT OF DAMAGE TO AN UNDERGROUND UTILITY, NOTIFY PUGET SOUND ENERGY AT ONCE.CONTRACTOR AGREES TO MAKE WORK FORCE AND RESOURCES AVAILABLE AT ONCE TO PUGETSOUND ENERGY OR MUNICIPAL AUTHORITIES TO REPAIR DAMAGE AT NO COST.3. WORK DRAWINGSMAINTAIN ON SITE, IN GOOD CONDITION, A COMPLETE FILE OF ALL WORK DRAWINGS. THESEDRAWINGS SHALL BE AVAILABLE AT ALL TIMES TO A PUGET SOUND ENERGY REPRESENTATIVE.CORRECTIONS AND CHANGES MADE DURING THE JOB SHALL BE RECORDED CONTINUOUSLY ONTHESE DRAWINGS. ALL UNDERGROUND ELECTRICAL FACILITIES SHALL HAVE A MINIMUM OF 36INCHES OF COVER. ANY CHANGE MUST BE APPROVED BY THE PSE ENGINEER OR PROJECT MANAGER.FURNISH PUGET SOUND ENERGY A COMPLETE SET OF AS BUILT PRINTS (FOREMAN'S COPIES) AT THEEND OF THE JOB.4. SAFETYPROVIDE SIGNS, BARRICADES, AND TRAFFIC CONTROL IN CONFORMANCE WITH LOCAL JURISDICTIONSAND REGULATIONS. PROVIDE FLAGGING AND OR OTHER VEHICLE TRAFFIC CONTROL AS NEEDED INCONFORMANCE WITH LOCAL REGULATIONS. (SEE SPM # 100.4000) PROVIDE ADEQUATE SIGNAGE ANDPROTECTION TO TRAFFIC DURING NON-WORKING HOURS. MAINTAIN TRAFFIC FLOW AS REQUIRED BYPERMITTING AGENCY. PROVIDE SIGNS AND BARRICADES TO WARN PEDESTRIANS, MOTORCYCLESAND BICYCLES.INSTALL WARNING BARRICADES AT LEAST EVERY 50 FEET ALONG THE TRENCH ROUTE FROM THE TIMETHE TRENCH IS OPENED UNTIL THE TRENCHING IS COMPLETE.5. EXISTING SYSTEMSMAINTAIN EXISTING ELECTRICAL SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE, TESTED, ANDREADY FOR SERVICE. DISABLE EXISTING SYSTEM ONLY TO MAKE CUTOVERS AND CONNECTIONS ASDIRECTED BY PUGET SOUND ENERGY'S REPRESENTATIVE.PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS IN SERVICEDURING CONSTRUCTION; IF A SCHEDULED OUTAGE IS NOT POSSIBLE. WHEN WORK MUST BEPERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE QUALIFIED PERSONNEL FOR SUCHOPERATIONS.EARTHWORKSEE PUGET SOUND ENERGY SPM 6800.40501. BACK HOE, HAND DUG EXCAVATIONSPAVED SURFACES:CUT THE EDGES OF THE TRENCH PRIOR TO DIGGING. USE THE NARROWEST BUCKET PRACTICAL ORPLOW OFF THE EDGE OF PAVED SURFACE FAR ENOUGH TO MINIMIZE ASPHALT DISTURBANCE. REPAIRANY BLOW OUT AREAS (WHERE EDGE HAS BEEN BROKEN) BY SAWING. THE DEPTH OF THE TRENCHSHALL BE ENOUGH TO ALLOW 36" OF COVER . BACKFILL MATERIAL SHALL BE CONTROLLED DENSITYFILL (CDF) COVER OR SELECT FILL (5/8" MINUS) TO MEET PERMIT REQUIREMENTS.UNPAVED SURFACES:CONDUIT/CABLE TRENCHES ARE TO BE EXCAVATED JUST OFF THE EXISTING ROAD EDGE OR IN THESHOULDER OF THE ROAD BEHIND THE EXISTING DITCH LINE. CONTRACTOR SHALL USE A BACK HOEWITH THE NARROWEST WIDTH BUCKET PRACTICAL OR PLOW. TRENCH SHALL BE DEEP ENOUGH TOALLOW A MINIMUM OF 36" OF COVER OVER THE TOP MOST CABLE. ALL DITCH CROSSINGS SHALL HAVEA MINIMUM OF 36" COVER FROM THE LOWEST POINT WITHIN THE EXISTING DITCH LINE.CULVERTS; WHEN INSTALLING FACILITIES UNDER A CULVERT, EXCAVATION MUST BE FILLED WITHPACKED CRUSH ROCK. IF ANY CULVERT IS DAMAGED IT WILL BE REPAIRED OR REPLACED INACCORDANCE WITH PERMITTING AGENCY AND CONTRACTORS RESPONSIBILITY.SPOILS SHALL BE REMOVED QUICKLY TO MINIMIZE BLOCKING OF TRAFFIC. ALL SPOILS AND WASTESBECOME THE PROPERTY OF THE CONTRACTOR IMMEDIATELY UPON REMOVAL. REMOVE SPOILS ANDWASTES PROMPTLY TO AN APPROVED DISPOSAL SITE. REMOVE SPOILS CONTAINING ASPHALT ORCONCRETE TO A DISPOSAL SITE SPECIFICALLY APPROVED FOR SUCH MATERIALS. PROVIDE PUGETSOUND ENERGY WITH A DISPOSAL RECEIPT FOR ALL SPOILS.2. BACKFILLUNPAVED ROAD SURFACESBACKFILL FOR UNPAVED ROAD CROSSINGS SHALL CONSIST OF 1-1/2" TO 2-1/2" MATERIAL COMPACTEDTO 95% DENSITY. BACKFILL FOR UNPAVED ROAD SECTIONS SHALL CONSIST OF NATIVE MATERIALCOMPACTED TO 95% DENSITY.AT THE END OF EACH WORKDAY, BACKFILL OR PLATE ALL TRENCH, REMOVE ALL SPOILS AND CLEANROADWAY SURFACE OF LARGE HAZARDOUS DEBRIS.3. SURFACE RESTORATIONUNPAVED SURFACESRESTORE GROUND SURFACE TO ORIGINAL CONTOUR. RESTORE TO ORIGINAL CONDITION OR BETTER.4. LANDSCAPINGARRANGE AND PERFORM WORK TO MINIMIZE IMPACT TO EXISTING LANDSCAPING. RESTORELANDSCAPING THAT HAS BEEN DISTURBED DURING THE COURSE OF WORK, INCLUDING SEEDING OFBANKS AND FILLS. VAULTS SET IN BANK AREAS MAY REQUIRE RE-SLOPING THE SURROUNDING LANDTO AVOID SLOUGHING. LEAVE AREA IN ITS ORIGINAL STATE OR BETTER AT THE END OFCONSTRUCTION. HAND DIG IF REQUIRED TO PREVENT DAMAGE TO TREE ROOTS.ELECTRICAL1. CONDUITCONDUIT FOR INSTALLATION IN UNPAVED AREAS SHALL BE 2", 3", 4", OR 6" PVC DB120 FOR DIRECTBURIAL. MAINTAIN 36" MINIMUM COVER ABOVE TOP CONDUIT AT ALL TIMES OR AS REQUIRED BY THEPERMITTING AGENCY.WHERE CONDUIT IS ROUTED FROM ROAD EDGE TO VAULT LOCATION, MAINTAIN 36" MINIMUM COVERABOVE TOP CONDUIT AT ALL TIMES OR AS REQUIRED BY THE PERMITTING AGENCY. BENDS SHALL BEMADE WITH AS LONG A RADIUS AS POSSIBLE (48" MINIMUM). AVOID MAKING SHARP BENDS OR KINKSIN CONDUIT DURING INSTALLATION. OBTAIN EXACT LOCATION OF CONDUIT ENTRANCE INTO VAULTFROM PUGET SOUND ENERGY BEFORE PENETRATING VAULT. PENETRATE THE VAULT USINGEXISTING KNOCKOUT OR USE CORE DRILLED HOLES. STUB THE 4" OR 6" PVC 2"-3" INTO VAULTINTERIOR AND GROUT BETWEEN THE CONDUIT AND VAULT WALL. LEAVE A 10' MINIMUM OF EXTRAPULL ROPE IN EACH END OF INSTALLED CONDUIT WHERE 4" OR 6" PVC IS INSTALLED AND CAPCONDUIT TO PREVENT THE ENTRY OF DIRT AND MOISTURE.ARRANGE WORK SO CONDUIT PLAYS DIRECTLY OFF REEL INTO TRENCH. PLACE THE CONDUIT IN THETRENCH AS STRAIGHT AS POSSIBLE. AVOID VERTICAL AND HORIZONTAL "SNAKING" OF THE CONDUIT.MULTIPLE CONDUIT RUNS MAY BE STACKED VERTICALLY. WHERE CONDUIT MUST BE PULLEDTHROUGH A TRENCH TO ALLOW A CROSSING UNDER AN EXISTING UTILITY, CAP CONDUIT ENDBEFORE PULLING TO AVOID CONTAMINATION. IF A KINK OCCURS, CUT THE CONDUIT AHEAD OF KINKAND SPLICE TO NEW CONDUIT TO CONTINUE RUN.2. UNDERGROUND PRIMARY CABLEPRIMARY CABLE SHALL BE 1/O ALUM SOL JACKETED CABLE RATED FOR 15 KV SERVICE WITH APOLYETHYLENE JACKET. PRIMARY CABLE SHALL BE 61 STRAND 750 MCM ALUMINUM CONDUCTORRATED FOR 15 KV SERVICE WITH A COPPER TAPE NEUTRAL CONDUCTOR AND POLYETHYLENEJACKET. A 4/0 COPPER NEUTRAL SHALL BE RUN WITH EACH 3 PHASE CIRCUIT OF 750 MCM.INSTALL CABLE INTO EXISTING OR NEW CONDUIT SYSTEMS USING APPROVED INSTALLATIONEQUIPMENT. APPROVED EQUIPMENT INCLUDES EITHER CABLE PULLERS AND/OR CABLE PUSHERS.PULLING SOCKS SHALL BE NON-CONDUCTIVE OR SIMILAR MATERIAL. STEEL PULLING SOCKS AREPROHIBITED. BARE STEEL CABLE SHALL NOT BE USED TO PULL CABLE. CABLE PULLING EQUIPMENT(WINCHES, HOIST, DRIVEN REELS, ETC.) SHALL BE EQUIPPED WITH INSTRUMENTATION TOCONTINUALLY MONITOR AND RECORD PEAK TENSION ENCOUNTERED DURING A PULL. BEFOREINSTALLING CABLE, OBTAIN RATED PULLING TENSION FOR CABLE FROM PUGET SOUND ENERGY. DONOT EXCEED RATING AT ANY TIME DURING INSTALLATION. NOTIFY PUGET SOUND ENERGYIMMEDIATELY IF PULLING TENSION EQUALS OR EXCEEDS RATING (828/1657LBS FOR 1/0 OR 5000LBSFOR 750 .) DO NOT EXCEED MINIMUM BEND RADIUS OF CABLE OR IMPOSE KINKS OR SHARP BENDS ONCABLE DURING PULLING OPERATIONS. INSTALL CABLE DIRECTLY OFF REEL WITHOUT DRAGGING ITON THE GROUND. APPLY PUGET SOUND ENERGY APPROVED LUBRICANT TO CABLE CONTINUALLYDURING PULLING TO REDUCE PULLING TENSION AND TO PERMIT FUTURE REMOVAL.INSTALL ADEQUATE AMOUNTS OF 3/4 " PLYWOOD ON EXISTING SIDEWALK AREAS TO SUPPORTPULLING EQUIPMENT AND PREVENT UN-NECESSARY DAMAGE TO SIDEWALKS.TRAIN AND COIL CABLES IN VAULTS AS REQUIRED TO FORM A SMOOTH TRANSITION FROM CONDUIT TOTERMINATION. IF TERMINATIONS ARE TO BE PERFORMED BY OTHERS, COIL 15' OF CABLE IN VAULTAND CAP END.3. TERMINATIONS AND SPLICESINSTALL APPROVED TERMINATIONS ON CABLES IN ACCORDANCE WITH PUGET SOUND ENERGY SPM2247.5115- 5119. UNLESS OTHERWISE DIRECTED, APPROVED TERMINATIONS WILL BE LOAD BREAKELBOWS IN VAULTS AND COLD SHRINK PIN TERMINALS ON POLE RISERS PER PUGET SOUND ENERGYSPM 2247.9317.SPLICE CABLE WITH APPROVED SPLICE KITS IN VAULTS, HAND HOLES OR SIMILAR ENCLOSURES. DONOT SPLICE CABLES IN RUNS BETWEEN VAULTS. SEE PUGET SOUND ENERGY SPM 2233.2075-2076.4. CONCRETE VAULTSEXCAVATE, INSTALL BASE MATERIAL, AND COMPACT BASE MATERIAL IN ACCORDANCE WITH PUGETSOUND ENERGY SPM 6775.0040.INSTALL AND SEAL PRECAST SECTIONS IN ACCORDANCE WITH PUGET SOUND ENERGY SPM 6775.0040.USE PRECAST NECK AND SHAFT SECTIONS TO BRING MANHOLE ENTRANCE TO PROPER ELEVATION.INSTALL MANHOLES PLUMB. SET THE TOP OF EACH MANHOLE TO FINISHED ELEVATION OR NOHIGHER THAN 6" ABOVE EXISTING ROAD ELEVATION. INSTALL HILLHOLDERS AS REQUIRED ON SKETCHOR BY CONSTRUCTION NOTES.5. GROUNDINGINSTALL GROUND ROD PER PUGET SOUND ENERGY SPM 6275.6100 AT EACH VAULT IN WHICH PRIMARYCABLE IS TERMINATED. LOCATE ROD IN TRENCH EXCAVATION WHEREVER POSSIBLE TO OBTAINMAXIMUM DRIVEN DEPTH IN UNDISTURBED SOIL. CONNECT EACH GROUND INDIVIDUALLY TO GROUNDLOOP INSIDE VAULT WITH BARE NO. 2 COPPER JUMPER OR TO CONCENTRIC NEUTRAL AT EACHSPLICE VAULT LOCATION. MINIMUM GROUNDING REQUIREMENT IS 4 GROUNDS PER MILE.6. EXISTING UNDERGROUND PRIMARY CABLE (IF APPLICABLE)ABANDON EXISTING PRIMARY CABLE IN PLACE. CUT OFF OLD CABLE ENDS INSIDE VAULT FLUSH WITHWALL. BEFORE CUTTING, PIGTAIL CONCENTRIC NEUTRAL STRANDS AND CONNECT TO GROUND LOOPINSIDE VAULT. RETURN SCRAP CABLE AND EXISTING CABLE TAGS TO PUGET SOUND ENERGY.REMOVE OR FILL EXISTING VAULTS AS REQUIRED BY PERMITTING AGENCY.7. TRAFFIC CONTROLALL TRAFFIC CONTROL TO COMPLY WITH CURRENT SPECIFICATIONS IN M.U.T.C.D.GENERAL OVERHEAD NOTES:-POLES, CONDUCTORS, DEVICES TO BE INSTALLED PER PSE STANDARDS & SPECIFICATIONS.-POLES ARE TO BE INSTALLED OR RELOCATED AS STAKED.-ALL NEW POLES SET SHALL BE THE CLASS INDICATED ON THE SKETCH OR BETTER.-INSTALL GROUND PLATE ASSEMBLY ON ALL NEW POLES.-INSTALL GRID NUMBERS ON ALL NEW AND EXISTING POLES AS SHOWN ON SKETCH.-TREAT ALL FIELD-DRILLED POLES WITH COPPER NAPHTHENATE WOOD PRESERVATIVE.-CUSTOMER/DEVELOPER TO COORDINATE BETWEEN UTILITIES.NVicinity MapARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSIONSTRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.)EROSION & SEDIMENT CONTROL REQUIREMENTSNOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES(LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROLEROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE& ANY ADDITIONAL LOCAL JURISDICITON REQUIREMENTS.OVERHEAD CIRCUIT MAPSCALE: NONEJOBSITEUNIVERSAL CIRCUIT MAPSCALE: NONEJOBSITEYesYesYes"Flagging Required""Outages Required""Locates Required"EXISTING PROPERTY LINEEXISTING UG RISERNEW UG RISERSVC STUBJ-BOXNEW TRENCH LINEEXISTING 3Ø WIREEXISTING CENTER LINEEXISTING CONDUCTOR TO BE REMOVEDDISCONNECT - FUSEDEXISTING 1Ø WIREEXISTING RIGHT OF WAYEXISTING PULL VAULTEXISTING POLEDOWN GUYEXISTING SECONDARY SERVICE LINEDISCONNECT - UNFUSEDEXISTING STREETLIGHTNEW POLENEW PADMOUNT TRANSFORMEREXISTING PADMOUNT TRANSFORMERNEW TOTAL UNDERGROUND TRANSFORMEREXISTING TOTAL UNDERGROUND TRANSFORMERHANDHOLEPRIMARY METERING POINTPJELECTRIC SYMBOLS LEGENDDESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko 425-457-9001 2/26/18V Trofimenko 425-457-9001 2/26/18Keang Lim 253-395-6916 2/26/18RW-CITY OF RENTONNE Park Dr & I-405(UI1533, UI1568) Renton, WAPI TEAM101108942AS NOTED 1/4KINGCSPSKEPMNW8 T23 R05E2305E0302305E040 2305E040 HIG-17584043752UG Expense594124393UG Expense108109507Removal 5590 MP 5.40 WALL 05.45GL 162 SB I-405 OFF R A M PNE PARK DR SB I-405 NB I-405P03318643166287EXISTPV01318640166289EXISTP01T2/4EXISTP05B318666166306EXISTX7423/6P05A318664166306EXISTBP014FTPOTENTIALCONFLICT25FTDIRECTIONALBORE 2-6"TRENCH NEW 2-6"EXISTING 1-6" W/FEEDER CABLEABANDON IN PLACEWSDOT ROWWSDOT ROWEXISTING 55kVTRANSMISSIONJOB SITESCALE: 1"=20'AMATCH LINE SEE PAGE 3A101108942DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko 425-457-9001 2/26/18V Trofimenko 425-457-9001 2/26/18Keang Lim 253-395-6916 2/26/18RW-CITY OF RENTONNE Park Dr & I-405(UI1533, UI1568) Renton, WAPI TEAM101108942AS NOTED 2/4KINGCSPSKEPMNW8 T23 R05E2305E0302305E040 2305E040 HIG-17SITE SPECIFIC NOTES:BP01 TRENCH AND INSTALL 2-6" SCH-80 PVC CONDUITS WEST TO PV01 BORE AND INSTALL 2-6" RED HDPE CONDUITS EAST TO BP02Vault & Equipment TableSiteGridNumberWorking SpaceVault Size& CoverType & SizeEquipmentIn VaultPrimary BushingsTransformerID Numbers(Company ID)ASBUILT INFORMATIONForeman-CompleteLB DCPV01318640166289Existing504 Pull Vault600A Cable SplicesMat ID: 7666050INSTALL 3-SPL750 173 172171168P02318647166366EXISTP04318643166369EXIST P06EXISTPV02318643166366EXISTT3/5BP02IP01TRENCHNEW 2-6"EXISTING 2-6"WSDOT ROWPV01EXISTPV02EXISTNEW 2-6"IP01EXISTING 2-6"BP01BP02PV01PV02AGO947-AAGO948-BAGO949-CEIC893-AEIC894-BEIC895-CJOB SITESCALE: 1"=20'A MATCH LINE SEE PAGE 2 A 101108942DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko 425-457-9001 2/26/18V Trofimenko 425-457-9001 2/26/18Keang Lim 253-395-6916 2/26/18RW-CITY OF RENTONNE Park Dr & I-405(UI1533, UI1568) Renton, WAPI TEAM101108942AS NOTED 3/4KINGCSPSKEPMNW8 T23 R05E2305E0302305E040 2305E040 HIG-17CONDUIT DIAGRAMSCALE: NONECABLE ONE-LINE DIAGRAMSCALE: NONEPRIMARY CABLE & CONDUIT TABLELOCATIONCONDUITPRIMARY CABLEASBUILT INFORMATIONSIZEQty CONDUIT LENGTHDesign(ft)BENDSPULL PULLCable LENGTHDesign(ft)Cable NumbersForeman Please RecordForeman - CompleteFROM TO(in)90° 45°22° 11°(lbs)Rev(lbs)SizeA BCManufacturerCompoundYearActual Amount Installed (Conduit & Cable)PV01 BP01 6215BP01 BP02 62 SCH-80600BP02 IP01 62 RED HDPE651PV01 PV02SCH-80750 KCMIL675EIC893 EIC894 EIC895 CABLE REMOVAL TABLECABLENO.LOCATIONSCABLE(LF) ESTCABLE TYPEYEAR INSTFROM TOABH351 PV01 PV02 760750 KCMILABH352 PV01 PV02 760750 KCMILABH353 PV01 PV02 760750 KCMILSITE SPECIFIC NOTES:BP02 TRENCH AND INSTALL 2-6" SCH-80 PVC CONDUITS EAST TO IP01 BORE AND INSTALL 2-6" RED HDPE CONDUITS WEST TO BP01IP01 EXPOSE AND INTERCEPT EXISTING 2-6" CONDUITS AND EXTEND WEST TO BP02Vault & Equipment TableSiteGridNumberWorking SpaceVault Size& CoverType & SizeEquipmentIn VaultPrimary BushingsTransformerID Numbers(Company ID)ASBUILT INFORMATIONForeman-CompleteLB DCPV02318643166366Existing504 Pull Vault600A Cable SplicesMat ID: 7666050INSTALL 3-SPL750 101108942DESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer Sect Gas Wk Ctr POWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENT MAOPGas Order Elect OrderSCALEPAGEENGR - POWERENGR - POWERFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACT PHONE NO DATEOH CKT MAPCIRCUIT NOUG CKT MAPV Trofimenko 425-457-9001 2/26/18V Trofimenko 425-457-9001 2/26/18Keang Lim 253-395-6916 2/26/18RW-CITY OF RENTONNE Park Dr & I-405(UI1533, UI1568) Renton, WAPI TEAM101108942AS NOTED 4/4KINGCSPSKEPMNW8 T23 R05E2305E0302305E040 2305E040 HIG-17LEGENDANative material or as directed by WSDOT.BCBedding material. Bedding material depth over and beneath pipe casing shall be half the diameterof pipe casing or 6 inches, whichever is less.GENERAL NOTES1. Trenching and pipe installation shall meet the requirements of WSDOT Standard Specification 7-08.2. Maximum trench width shall be outside casing pipe width plus 1 foot either side of casing pipe.3. Compaction shall be method ______ per Standard Specification Section 2-03.3 (14) C.4. When connecting to an existing facility under the pavement, pavement restoration may, at thedepartment’s discretion, include the full lane width and encroached shoulder.5. Casing pipes shall extend a minimum of six (6) feet beyond the toe of fill slopes, bottom of ditchline,or outside of curb.Surface treatment to restore existing to match adjacent (seeding, bark, etc.).WSDOT OPEN TRENCH BORE PIT DETAILSCALE: NONENB405SB405EXISTING NB405 BRIDGE(TO REMAIN)EXISTING RAMP BRIDGE(TO REMAIN)EXISTING GROUNDSB405-PARKRAMPPARK-NB405RAMPI-405PROPOSED GRADE:SB405 BRIDGEWIDENINGEXCAVATION & BORING SIDEVIEW DETAILSCALE: 1"= 30'15' Min DirectionalDrill Below I-405(Depth Will Vary)BORE PIT #2APPROX.31'BORE PIT #1BORE PATHAPPROX. 100'WSDOT ROWAPPROX. 206'BREAK ~150'30°30°