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Home My WebLink AboutMFP20003237.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20003237 IVR Number: 20003237 Permit Information Permit Name: Puget Sound Energy - Electric Address/Location:07/23/2020Application Date:1352300875Parcel Number: 120 FACTORY AVE N Permit Type:08/06/2020Issue Date:Franchise Permit Work Class:08/06/2021Expiration Date:Minor Utility Job Number: 105095208Franchise Type:Electric Description: Puget Sound Energy Electric Parking in Right of Way to install Riser at P01 and bore to HH1. From 4X4 workpit at P01 (GRID#318015 166281) and 7X6 workpit at HH1 to bore to install wire. Pothole all existing utilities. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Corrie Rydberg Puget Sound Energy 6905 S 228TH St KENT, WA 98032 C: (253) 905-5031ApplicantX Carli Bunkelman PSE/POTELCO - Billing 6905 S 228th St Kent, WA 98032 B: (253) 437-6708Contractor Business License Number: 5109Construction Contractor: POTELI*227PL DUNN LUMBER NORTHWEST-RT BOX 45550 SEATTLE , WA 98145 Owner Marita Bond Puget Sound Energy - Billing 6905 S 228th St Kent, WA 98032 B: (253) 395-6346Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 206.510.0575) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES MFP20003237 Scott Warlick CED 8/6/2020 Monday - Friday 8:00AM - 3:00PM MFP20003237 152015161510 1522 204200 200 229235 229225 221 225 221 217 215 209 205 N BROOKS ST FACTORY AVE NROW60'DWY SALES FLOOR 318016-166274 318015-166281 37.5 kVA 120/240V (B) 318028-166281 SLAG7873 318028-166294 25 kVA 120/240V (B) SLAT3439 318027-166307 SLAG7874 PCR 22 318015-166281 37.5 kVA 120/240V (B) PSE INST. 1-RUN 1/0 UG TPX ± 40' 1-3" SCH'L 80 CONTINUOUS PVC CONDUIT ± 10' CAREFULLY CHIP CONCRETE FOR RISERCUSTOMER TO AND DIRECTIONAL BORE TO HH1 PSE SUPPLIED AND INSTALLED CUSTOMER OWNED, INSTALLED, & MAINTAINED SVC CUSTOMER SUPPLIED 7' X 6' WORK PIT DWYROW 60' 7' 46' 7' 6'FACTORY AVE N318015-166281 37.5 kVA 120/240V (B)SIDE WALKSIDE WALKSITE PLAN SCALE: 1" = 50' JOB SITE CUSTOMER DEVELOPMENT NOTES: A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK. CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY. **DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL** CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING: CROSSING/BORING. -OPEN TRENCH OR BORING FOR CROSSINGS ARE ALLOWED PER LOCAL MUNICIPALITY PERMIT REQUIREMENTS. -CROSSINGS IN RIGHT OF WAY MUST BE SCHEDULED WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. -PROJECT MANAGER OR DESIGNATED REPRESENTATIVE MUST BE ON SITE DURING CONSTRUCTION WORK IN RIGHT OF WAY. -EXCAVATION CONTRACTOR MUST BE LICENSED AND BONDED TO PERFORM WORK IN RIGHT OF WAY. VAULTS & WORK PITS. -REQUIRED TO PROVIDE 4' X 4' WORK PIT & 1 CUBIC YARD 5/8" CRUSHED ROCK AT P01 -REQUIRED TO PROVIDE 7' X 6' WORK PIT AT HH1 TRENCHING & CONDUIT. -REQUIRED TO PROVIDE AND INSTALL A 3/8" NON-POLY PULL ROPE IN ALL OF THE CONDUITS. JOB SITE READINESS. -JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. -ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY. -ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. -REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT ALL TIMES. -REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. - IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED. -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 WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS . N Vicinity Map N/A ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) EROSION & SEDIMENT CONTROL REQUIREMENTS NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL EROSION & 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. JOB SITE ASPLUNDH CONSTRUCTION CORP. - QA/QC T. MYER PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required"THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL 811 TWO BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) NEW CABLE & CONDUIT DIAGRAM NOT TO SCALE 00 1"2" 00 50'100' POWER GENERAL NOTES - COMMERCIAL PROJECT 8. EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this 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 least three (3) working days in advance. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work 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 construction materials 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 from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts 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, or as required by your local municipality. 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, conduits and crossings from the individual unit's meter base to the designated connection point on private property. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. SITE SPECIFIC NOTES AT P01: 318015-166281 -EXISTING POLE & 37.5kVA 120/240V TRF TO REMAIN -INSTALL (1) 3" SEC RISER ON NEW STANDOFF BRACKETS PER STD 6042.1000 (RIS3CSS) ± 30' ___' ACTUAL AT HH1: -INSTALL (1) 30"x30" CON SECONDARY HAND HOLE PER STD 6050.2020 (HH13350SP) -INSTALL (3) 3-POS FARGO BARS M02 AT "SALES FLOOR": NEW METER BASE -PSE TO INSTALL 400A CT METER -INSTALL SINGLE-PHASE CT ENCLOSURE ___ SPAN SPECIFIC NOTES P01 TO M01: -REMOVE EXISTING SVC, ± 150' ___' ACTUAL INSIDE SALES FLOOR P01 TO HH1: -INSTALL 1-4" SCH 80 CONTINUOUS PVC CONDUIT, ± 10' ___' ACTUAL -INSTALL 1-RUN 350MCM UG TPX, ± 40’ ___' ACTUAL HH1 TO M02: -CONNECT CUSTOMER OWNED, INSTALLED, & MAINTAINED WIRE ___ ___ FLOW DIRECTION LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS. 6' 3' 8" TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL Not to Scale 0150.3200 UTILITY POLE EROSION CONTROL DETAIL TOP VIEW DRY DRAINAGE DITCH or DRY VEGETATED SITE SLOPE Place gravel bags for Sediment Trap Place straw mulch on disturbed areaExcavated or Augered Hole Pole SLOPE Not to scale Drainage ditches or Dry vegetated sites SINGLE PHASE SECONDARY CONCRETE HANDHOLE Not to scale 6050.2020-1 TOP VIEW SIDE VIEW 2'-4" EXCAVATION: 5-1/3 CUBIC YARDS 7'-0" 6'-0" 6" Crashed rock 2" 2'-6" Install PVC bell endsand grout into wall 2'-6" Handhole 820 lbs Conduits and conductors shall enter fromends of handhole through knockouts provided Typical customer runservice conductors in duct Steel Door Seal conduitwith foam Customer-installed grounding wires ( the "4th" wire on the single-phase systems and the "5th" wire on the three-phase systems) shall not be connected to PSE's ground or neutral bus. They shall be removed by customer or cut off at the vault wall. PARTIAL PLAN DETAIL SCALE: 1" = 20' NOT TO SCALE CROSS SECTION - FACTORY AVE N LOOKING NORTH E 60' ROW CL W Field Face Quadrant Road Face Quadrant Climbing Space 5" Min CL Direction of Vehicular TrafficCL TOP VIEW Standoff Bracket 15" Min Length Conduit Clamp Conduit CONDUIT RISER PLACEMENT DETAIL (P01) SCALE: NONE 4'x4' Work Pit CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PCR-22 05/2019 13.00 26.00 12.00 0.00 3.22 0.00 13.00 29.22 12.00 UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP M. PERRIN 425-326-6613 07/02/20 M. PERRIN 425-326-6613 07/02/20 E. SCHOTT 714-893-2405 07/02/20 N/A RENTON DUNN LUMBAR COMPANY INSTALL HH & CONNECT CUST SVC 120 FACTORY AVE N, RENTON, WA 98057 N/A N/A N/A 105095208 AS NOTED 1 OF 1 KING N/A N/A CSPSKEPM NW 17-23N-05E N/A N/A 2305E066 2305E088 2305066NE PCR-22 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A E-Mail: Cell Phone: Project Manager Contact Information: Manager:MICHELLE PERRIN 425-326-6613 MICHELLE.PERRIN@PSE.COM GAS PHONE CABLE TV PROJECT PHASE PWR NOTIF#ORDER# 509187435 105095208Superior 105095208SCALE: 6" = 1 MILE OVERHEAD CIRCUIT MAP 2305E088 Owner / Developer Contact Info officeATTN: DUNN LUMBAR COMPANY 3801 LATONA AVE NE SEATTLE, WA 98105 DONLEY ZWART 425-634-4560 CIRCUIT FEET ADDED: SQ. FOOTAGE: PANEL SIZE: HEAT TYPE: EST. DEMAND: LRC: % V. DROP: % FLICKER: 0' 6,750 SQ FT 400A ELECTRIC 22kW 65A 4.3% 1.1% TV & TEL Electric Service Cable in Conduit 3" Schedule 80 Grey PVC Excavated Dirt Pile Final Grade 24" Min 24" Min to 36" Max Cover Backfill for Conduit Free of rocks larger than 8" in diameter Separation 12" Min in Conduit Schedule 40 Yellow PVC Gas Service Line 32" Typical (Power, Gas, Phone & Cable) Separation 12" Min 12" Min Separation 36" MINIMUM COVER IN RIGHT OF WAY JOINT TRENCH DETAIL Joint Service Line in Conduit (NTS) To Excavated Dirt Pile Backfill for In Conduit - The backfill layer shall be soil that is free from construction debris, glass, sharp rocks, frozen clods, and rocks larger than 8" in diameter. MFP20003237 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS