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Home My WebLink AboutP_Original_Permit_MFP16002229_105080428_V1_171204SSSSSAASSTTTSSSSSSSSSUP UPUP318090-167369300kVA 277/480v100TXT76888210'55'35'MAP17FEEDJOB SITE210'55'35'4'x4'WORK PIT8'x8'WORK PITPOTELCO TO INSTALL 1-4" SCH'L 80 CONDUIT, ±300'INSTALL 1 RUN OF 3Ø 1/0 AL JKT PRI CABLE, ±355'(EHC802-AØ, EHC803-BØ, EHC804-CØ)SITE PLANOwner / Developer Contact InfoofficeATTN:RENTON MINI LLC.918 S HORTON ST. #1000SEATTLE, WA 98134TRAVIS AMECHE(425)213-4000105080428THIS 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)OVERHEAD CIRCUIT MAPSCALE: 6" = 1 MILEARE 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 JURISDICTION REQUIREMENTS.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.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.CIRCUIT LOADING TABLEAS OFEXIST. PEAK LOADEST. NEW LOADTOTALCIRCUIT:A PHASE B PHASE C PHASEMAP-172015186196186+9+9+9195205195GASPHONECABLE TV501272328105080428N/AN/AN/AN/AN/AN/APROJECT PHASEPWRNOTIF#ORDER#SuperiorDistributionHP MainHP Svc/MSADESIGNED BYUTILITIESCONTACTPHONE#COUNTY1/4 SECU-MAP NO (POWER)OP MAPEmer SectGas Wk CtrPOWER WK CTRPLAT MAPJOINT FACILITIES ARRANGEMENTSDRAWN BYCHECKED BYAPPROVED BYFOREMAN #1FOREMAN #2MAPPINGINCIDENTMAOPGas OrderElect OrderSCALEPAGEENGR - POWERENGR - GASFUNCTIONPROJECT MGRPERMITREAL ESTATE/EASEMENT21REV#3DATEDESCRIPTIONBYCONTACTPHONE NODATEOH CKT MAPCIRCUIT NOUG CKT MAPVIC IBARRA425-429-457402/05/16VIC IBARRA425-429-457402/05/16N/AN/AN/AJ. REIBMAN253-437-679802/05/16REQUIREDCITY OF RENTONRENTON MINI LLC.INSTALL 3Ø PRIMARY LINE EXTENSION4815 NE 4TH ST, RENTON WA 98059PSEN/AN/AN/A105080428AS NOTED1/1KINGN/AN/ACSPSKEINT23N, R05E, NW SEC 15N/AN/A2305E0582305E0882305E058MAP-17N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/APOWER GENERAL NOTES - COMMERCIAL PROJECT8.All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation fromthis work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foremans' Copy.All switching arrangements and/or outage arrangements are to be made with the Project Manager at leastthree (3) working days in advance.Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencingwork to get the underground facilities located.STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk,etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager.SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or constructionmaterials which would restrict construction and/or equipment access, before work can begin.Roads shall be paved or have a compacted , crushed rock base in place.CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet fromcombustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guardposts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water,storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them.All work is to be done in accordance with local municipal and county permit requirements as applicable.Customer/Developer is responsible to provide, install and maintain all secondary service cables, conduitsand crossings from the individual unit's meter base to the designated connection point.Inclement weather conditions may cause delays in construction times and dates.1.2.3.4.5.6.7.9.10.PSENoNoNoYesYesYesNoYesDeveloper"Flagging Required""Outages Required""Locates Required"E-Mail:Cell Phone:Project Manager Contact Information:Manager:VIC IBARRA425-429-4574victor.ibarra@pse.comNVicinity MapSCALE: 1"=50'SITE SPECIFIC NOTESAT P01: GRID#218112-167360- EXISTING POLE AND EQUIPMENT TO REMAIN,167$//$/8035,0$5<7(5021)*75,81,7- INSTALL (3) L/B C/O's & SURGE ARRESTERS, FUSE @ 100T- INSTALL SW #T76888- INSTALL (3) STIRRUPS- INSTALL 4" PRIMARY RISER ON EXISTING S/O BRKTSAT V01: GRID#218090-167369- INSTALL 4'-8" SQ VAULT w/ 4'-8" x 5'-6" COVER- INSTALL 300KVA THREE-PHASE PM TRF 277/480v- INSTALL (3) L/B ELBOWS- INSTALL (3) 4POS SECONDARY CONNECTORS- CONNECT & TAG CUSTOMER RAN UG SVC LINES (2 RUNS OF 250MCM AL)- INSTALL GRID #218090-167369SPAN NOTESP01 TO V0136(72,167$// 6&+ /*5$<39&&21'8,736(72,167$// 2)5812)$/-.735,0$5<&$%/((+&$(+&%(+&&CIRCUIT FEET ADDED: 300'@ TRANSFORMER% V. Drop (240v): 2.4%% Flicker (120v): 0.5%% Flicker (240v): 2.8%SQ. FOOTAGE: 63,740 SQPANEL SIZE: 400 AMPEXISTING LOAD: 0 KWNEW LOAD: 165 KWTOTAL LOAD: 165 KWLRC: 205 AMPTOP VIEWExcavation - 10-1/3 cubic yardsSIDE VIEWRockCrushed6"4'-4"2"8'8'4'-8"3'-6"4'-8"6"20"4'-8"5'-6"44"Not to scale6045.5000-13,600 lbs1,657 lbsVAULT & EXCAVATION DETAILCommunicationsPrimary PowerCables or ConduitExcavated Dirt PileROADSIDEFinal Grade24" Min4" MinSeparation36"MinCover48"MaxBackfill(No rocks over 10" diameter)Separation12" MinGas4" Sand Bedding32" Typical(Power, Gas, andCommunications)JOINT TRENCH DETAILPrimary-Mainline Gas & Communications (NTS)Separation12" Min6" or 12" Min Sand Shading after Compaction- A 6" layer of sand is allowed when excavated native material contains rocks no larger than 8" in diameter.Trench and backfill requirements for primary electric line extension trenches (No PSE gas)- A 12" layer of sand is required when excavated native material contains rocks up to 10" in diameter.Standoff Bracket15" Min LengthConduit ClampConduitField FaceQuadrantClimbingSpaceRoad FaceQuadrantClimbingSpace5" MinCLLCDirection of Vehicular TrafficCONDUIT RISER PLACEMENT DETAILTOP VIEWNot to ScaleInstalled at site:Grid Number:kVA Rating:Foreman to redline the following informationTRANSFORMER INSTALLATIONCompany ID#:Primary phase connected to:Tested Secondary VoltageV01318090-167369300kVAPRIMARY CABLE & CONDUIT TABLELOCATIONCONDUITPRIMARY CABLEASBUILT INFORMATIONSIZEQtyLENGTHDesign(ft)BENDSPULLPULLCableLENGTHDesign(ft)Cable NumbersPlease RecordForeman - CompleteFROMTO(in)90°45°22°11°(lbs)Rev(lbs)SizeABCManufacturerCompoundYearActual Amount Installed (Conduit & Cable)P01V01412952353.6527.71/0 AL JKT350EHC802353.6527.71/0 AL JKT350EHC803353.6527.71/0 AL JKT350EHC804JOB SITECABLE & CONDUIT ONE-LINE DIAGRAMSCALE: NOT TO SCALEDEVELOPER CIVIL CONTRACTOR NOTES:- REQUIRED TO PROVIDE AN 8' x 8' WORK PIT AT THE 3 PHASE TRANSFORMER VAULT (V01).- REQUIRED TO PROVIDE A 4' x 4' WORK PIT AT EXISTING POLE (P01).- REQUIRED TO PROVIDE 6" OF CRUSHED ROCK FOR 3 PHASE VAULTS- REQUIRED TO PROVIDE AND HAVE EQUIPMENT TO PUMP OUT WATER FOR METER BASE PITS &TRENCH AT ALL TIMES.CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION &RESTORATION PER PUGET SOUND ENERGY STANDARDS #6750.6500.**DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL**PSE TO PROVIDE CONDUITS:- PSE TO PROVIDE 3/8" POLY RATED 1,800LBS PULL ROPE IN ALL CONDUITS.DEVELOPER EXCAVATION SPLICE NOTES:- REQUIRED TO EXCAVATE & EXPOSED EXISTING PSE UG FACILITIES 48 HOURS BEFORECONSTRUCTION.- ALL EQUIPMENT MUST BE PROTECTED FROM VANDALS WITH STEEL PLATES 48 HOURS BEFORECONSTRUCTION.- EXCAVATION MUST BE COMPLETED 48 HOURS PRIOR TO CONSTRUCTION.- REQUIRED TO HAVE EXCAVATION EQUIPMENT ON SITE THE DAY OF CONSTRUCTION TO COMPLETE%$&.),//,1*)257+(8*35,0$5<63/,&(6 ,167$//$7,212)7+(259$8/7- BACKFILL / COVER REQUIRED ON PRIMARY.CONTRACTOR TRENCHING IN CITY OR COUNTY OR W.S. DOT RIGHTOF WAY NOTES:- PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT.IF A PRE-CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILLSET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION ORINSTALLATION BEGINS.ALL INSPECTIONS ARE REQUIRED BY POTELCO INC:- IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED.