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Home My WebLink AboutMFP26001535.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001535 IVR Number: 26001535 Permit Information Permit Name: Puget Sound Energy - Electric 101183997Address/Location:03/27/2026Application Date:3340404265Parcel Number: 519 SW 12TH ST Permit Type:05/14/2026Issue Date:Franchise Permit Work Class:05/14/2027Expiration Date:Major Utility Job Number: 101183997Franchise Type:Electric Description: Puget Sound Energy Electric Crew to install new 65 ft pole with UG termination for new 3 phase line extension for Subaru Dealership. Pole work in ROW at intersection of SW 13th St & Seneca Ave SW. UG work on Private Property. Tree trimming required. All restoration to be completed to city standards. Contacts Name Address PhoneTypeBilling Permits Central 355 110th Ave NE Bellevue, WA 98004 B: (425) 620-6742 H: (425) 620-6742 C: (425) 620-6742 Applicant Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 ApplicantX Vicki Henson Potelco Inc 8001 212th St S Kent, WA 98032 B: (253) 863-0484Contractor Business License Number: 5109Electrical Contractor: POTELI*344O4 Construction Contractor: POTELI*227PL Puget Sound Energy Inc 10885 NE 4th Street, PSE08-N08 Bellevue, WA 98009 B: (888) 225-5773Emergency Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 Specialized 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 codes and ordinances. 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 425.235.7736) (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 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. PUBLIC WORKS DEPARTMENT Page 1 of 6 | Published: 2/25/2025 Transportation Systems Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 2/25/2025 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK AND FOR TRAFFIC SIGNAL WORK WITHIN 150 FEET OF THE INTERSECTION AT LEAST FIFTEEN (15) WORKING DAYS BEFORE THE DATE OF WORK. FOR PURPOSES OF THIS APPLICATION, WORKING DAYS ARE DEFINED AS MONDAY THRU FRIDAY, AND EXCLUDING CITY HOLIDAYS. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a Traffic Control Plan (TCP) and obtain City's approval of that plan when construction, repair, or maintenance work is to be conducted within the City's right-of-way. 1.Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2.All TCPs must conform to all attached requirements. Failure to do so may be subject to resubmittal. 3.Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” 4.Resubmittal may be required for TCPs that are incomplete and do not display proper requirements as described in the guidelines. Additional review time may be needed. By signing, I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge and have read all the requirements and guidelines on this application. Applicant’s Signature Date Applicant’s Name (Print) Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Business Address: City/State: Zip: ___________ Description of Work: 24 Hour Emergency Contact Name & Phone: Approval By: ______________________________________________ Date:____________________ PW/Transportation or CED/Development Engineering Division Potelco, Inc 6905 S 228th St Kent, WA 98466 Please See Attached Katie Zimmerman 3/27/2026 101183997 519 SW 12TH ST Jordan Velasco (360) 296-3127 MFP26001535 Scott Warlick CED 5/14/2026 Monday Friday 8:00am 3:00pm Page 2 of 6 | Published: 2/25/2025 This Page Intentionally Left Blank Page 3 of 6 | Published: 2/25/2025 APPLICANT AGREES TO ALL THE FOLLOWING REQUIREMENTS: GENERAL •Applicant is responsible for compliance with all traffic regulations of the City of Renton (City) and the State of Washington, including codes and regulations not described in this application. •Work Zone Traffic Control shall be in accordance with Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to Washington State Department of Transportation (WSDOT) traffic control plans. •Any lane or street closures not in conformance with the approved Traffic Control Plan (TCP) and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 9A.36.050 Reckless Endangerment, and other applicable State and City codes. •Indemnify and hold harmless the City from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved TCPs including claims arising from towing of private vehicles and the acts of Applicant’s agents and employees. •Applicant must comply with all conditions of the application. •The City shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. •In the event any claim or suit is brought against City within the scope of this application, Applicant is responsible to pay for legal counsel chosen by the City to defend against same. •No more than one TCP shall be in use at any given time for a single project. If multiple TCPs are submitted for review and approval at the same time, the TCPs shall be clearly labeled as separate plans and include construction phasing and sequencing. •Previously approved TCPs cannot be combined into a new TCP without review and approval by the City. •Expired TCP is not valid and shall not be used. Applicant shall resubmit the expired TCP for approval with the updated date and time and/or any changes to TCP. •Applicant must have the approved TCP prior to commencing the work. •Approved TCP must be at the work site during work hours. •Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. •Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. •At signalized intersections, vehicle detection shall always remain operational, unless approved in this TCP and notified Transportation Signal Maintenance prior to commencing work. If damage occurs to existing vehicle detection that is to remain, it is Applicant’s responsibility to replace with video vehicle detection equipment that meets current City’s standards at Applicant’s expense. •When not in use, temporary traffic control devices shall be removed or covered immediately. It is the Applicant’s responsible to cover any temporary traffic control devices when not applicable for the construction activities. Similarly, when work is suspended for short periods of time, traffic control devices that are no longer necessary shall be removed or covered. If deemed abandoned, City crews will remove and may store them at the City’s maintenance shop (3555 NE 2nd Street) for up to sixty (60) days. The City is not responsible for any private property from City assets and identifying the property owner. •Applicant is responsible to maintain existing pedestrian accessible routes during work and non-work hours. At intersections, the work on pedestrian facilities shall be limited to one (1) corner at a time, with the least possible inconvenience or delay to pedestrians. Pedestrian pushbuttons shall remain accessible at all times, unless approved pedestrian accessible detour(s) are provided. Accessibility to existing or temporary Page 4 of 6 | Published: 2/25/2025 pedestrian pushbuttons shall not be impaired. Deficiencies caused by Applicant’s operations shall be repaired at Applicant’s expense. •Applicant shall provide complete assistance and accommodation from a dedicated pedestrian escort to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. •Driveway and alley access shall be maintained at all times, also see RMC Chapters 9 and 10 for Street Closure and Street Excavation for details. Applicant is responsible for coordinating with the property owners and/or residents prior to commencement of the work. •Pavement excavation shall be limited to a maximum of one travel lane at a time unless otherwise approved. •Accessibility for emergency vehicles shall be maintained at all times. PUBLIC OUTREACH •Applicant must notify Transportation Signal Maintenance (425-430-7423) and City inspector (425-430- 7203) at least twenty-four (24) hours before commencing work (lane shift/closure or near a signal) affecting the vehicle detection. •Applicant shall notify emergency services (253-852-2121) twenty-four (24) hours before any street closures or lane closures. •Applicant shall call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure a minimum of five (5) working days (excluding weekends and holidays) prior to starting any work. •Applicant shall coordinate with King County Metro Transit Construction Information Center (206-477-1140 or construction.coord@kingcounty.gov) for any construction or installation activities affecting transit operations or facilities. Notification information and guidelines can be found at: https://kingcounty.gov/en/dept/metro/about/contractor-resources/transit-system-impacts. WORKING DAYS AND TIMES •Normal working days are Monday through Friday. Work on holidays, weekends or at night shall not occur without City’s approval. For work times between 10:00 p.m. and 7:00 a.m., see Night Work section below for details. •Work time begins when any street or travel lane is fully or partially closed. This includes set up and removal within the traveled way. •If the City determines the closure hours adversely affect traffic during the work, the City may require to adjust or reduce the working hours accordingly. Reduced work hours may be required by the City to minimize traffic impacts for any work located near a school during pick-up and drop-off times or on an arterial street. (See WSDOT Functional Classification Map: https://www.wsdot.wa.gov/data/tools/geoportal/?config=FunctionalClass) •Applicant may request the City for consideration of extended or modified working hours. Such request must be approved by the City before changing hours of work. CLOSURES •All closure hours and days are subject to local permit and ordinance conditions (such as noise ordinances). More information can be found on https://www.rentonwa.gov/City-Services/Permit-Center. Total street closure lasting more than twenty-four (24) hours is subject to City Council authorization per Section 9-9 of the Renton Municipal Code (RMC). •Road closure notice – Applicant must install Portable Changeable Message Sign (PCMS) boards no less than five (5) working days in advance of effective date and time, not including holidays, at location(s) as identified in the TCP. Other methods of displaying the messages shall be approved by the City. Page 5 of 6 | Published: 2/25/2025 •Road closure notice messages must include at least the following: ROAD WILL BE CLOSED MONTH/DAY – MONTH/DAY _AM - _PM •Road and/or sidewalk closure must be evaluated by the City with respect to both the necessity as well as the impact of the closure to the public. Applicant shall submit detour plans for road closures to accommodate both motorized and non-motorized users, including accessible pedestrian route(s). Road closures shall require additional temporary traffic control including advance notification, approach and detour signage. •Applicant is responsible to temporarily remove the flags and install bags over the flag holders for any work requiring the temporary closure of a crosswalk equipped with pedestrian flags. Applicant shall ensure the bags remain intact and shall replace damaged bags as needed or determined necessary by the City of Renton inspector. For any misplaced or lost flags, Applicant is responsible to replace at Applicant’s own expense. Upon restoration of the crosswalk, Applicant shall remove the bags and return all flags to the holders. Inventory of pedestrian flags must be submitted to the City inspector and reported to City of Renton Transportation Signal Maintenance (425-430-7423) prior to removal. UNIFORMED POLICE OFFICERS (UPO) / FLAGGERS •Any construction activities within one hundred and fifty (150) feet of a signalized intersection shall require Uniformed Police Officer(s) (UPO) at the traffic signal, unless otherwise approved in this TCP and evaluated by City Transportation for the impacts of traffic signal operations and safety. •Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. •For TCPs that require the presence of UPO to manage vehicular traffic and pedestrians at signalized intersections, Applicant shall coordinate with Transportation Signal Maintenance (425-430-7423) at least twenty-four (24) hours in advance for any signal that will be placed in red flashing mode. Applicant shall notify Transportation Signal Maintenance when the intersection is back to the normal traffic signal operations. TEMPORARY TRAFFIC SIGNALS OR TRAFFIC SIGNAL MODIFICATION •Temporary traffic signal programming or modification requires a minimum fifteen (15) working days for each traffic signal controller to be programmed and tested by City Transportation staff before starting the work. The Start Date on this TCP shall reflect the time for temporary traffic signal programming or modification. TEMPORARY NO-PARKING •Applicant must post notice of date(s) and time(s) of Temporary No Parking Zone with signs at every hundred (100) feet at least seventy-two (72) hours in advance of effective date and time. •Applicant is responsible to show on the TCP the limits of Temporary No Parking Zone, identifying barricade locations for vacate parking or curb lane usage. The cover sheet of this approved TCP form must be attached to each Temporary No Parking Sign on the project site. •Two travel lanes (one for each approach) must be open at all times on arterial streets unless approved in this TCP. NIGHT WORK •Between the hours of 10 p.m. and 7 a.m., approved Noise Variance shall be required (See Section RMC 8-7- 8)for night work. Process may take up to twelve (12) weeks. More information can be found at https://www.rentonwa.gov/City-Services/Permit-Center/Land-Use-Development/Noise-Variance. •City may require night work for TCPs that have severe traffic impacts on arterial streets. Page 6 of 6 | Published: 2/25/2025 •Night work shall always be required if two lanes of traffic (One for each approach) cannot be maintained on an arterial street. •Night work shall be required if an evaluation of existing traffic volumes and patterns finds that any TCP will functionally reduce an arterial or high-volume collector street to only one lane of traffic. •The following configurations may require night work: Work at traffic signals that requires shifting one direction of traffic into a left turn pocket where a high volume of left turns occur. Work at traffic signals that requires shifting two directions of traffic into left turn pockets. Work at traffic signals that requires shifting high-volume left-turn movement into a through lane on a single approach to the intersection. Work at signals that requires shifting left-turning traffic into a through lane on multiple approaches to the intersection. •If City’s initial TCP review finds that night work is required, a pre-construction meeting is mandatory to confirm the extents of the work required, the duration of work, anticipated noise levels, and any potential alternatives to mitigate the impact of night work to adjacent residents prior to review and approval of the TCP. TRAFFIC CONTROL PLAN (TCP) FORMAT •TCP must be site and project specific. The TCP shall clearly indicate all existing transportation facilities impacted by work including roads, bike lanes, sidewalks, transit stops, and driveways. Typical drawings, taper tables and MUTCD illustrations, by themselves, are insufficient. •Each construction phase shall be provided with appropriate work zone traffic control. The impacts of utility relocation, traffic delays, detours and capacity restrictions must be considered and addressed. A suitable sequence of construction activities must be discussed with City Staff prior to fully developing TCPs based on the complexity of a project. •TCPs shall be clearly labeled as separate plans to identify the construction sequencing during each phase when more than one TCP layout is submitted. •TCP must be submitted with an electronic copy of TCP layout(s), on 11” X 17” paper size PDF format, which consist of: Map(s) showing the location of the project and work area. All fonts shall be legible and a minimum 10-point font size. All symbols of viewing or printing shall be clear and contrasting. All streets shall be labeled, and layout must include a north arrow and scale. Must show channelizing devices, signing, flagger locations, barricades, PCMS boards, etc. Show locations where the standard traffic control plans are applied. 519 SW 12th St Renton WA 98057 USA 1 1 1 1 13 13 PV2 STOP STOP FR O M TO TO W A W A Y A R E A PH O N E 8 8 8 - 9 9 9 9 INF R A S O U R C E L L C 0 0 0 0 0 0 0 0 0 0 NO P A R K I N G NO-PARK FR O M TO TO W A W A Y A R E A PH O N E 8 8 8 - 9 9 9 9 INF R A S O U R C E L L C 0 0 0 0 0 0 0 0 0 0 NO P A R K I N G NO-PARK FROMTO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARK FROM TO TOW AWAY AREA PHONE 888-9999 INFRASOURCE LLC 000 0000000 NO PARKING NO-PARK SE N E C A A V E S W SW 13TH ST SW 12TH S T W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANE ROADAHEAD X' ≥ X' ≥ X'≥ W2 0 - 7 A W20-1 RO A D W O R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7A 17 17 10 1 0 W20-1 RO A D WO R K AH E A D X'≥ W20-1 RO A D WO R K AH E A D X'≥ W20-7A STOP N SIGN SPACING MPH 60/65 45/55 35/40 30 25 "X" 1000' 500' 350' 200' 100' CHANNELIZATION DEVICE SPACING MPH 55/70 35/45 25/30 TAPER 40 30 20 TANGENT 80 60 40 Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 1 OF 1519 SW 12TH ST ,Renton ,98057 0 515507484 03/27/2026 Notes: 1. All signs and spacing to conform to the MUTCD and City of Renton standards. 2. All sidewalks, driveways, exits and egresses shall be completely clear unless otherwise indicated, if indicated use ADA compliant channelization. 3. Channelizing devices are 28" traffic cones. Use traffic drums (barrels) with steady burning Type C lights on all State State Routes and Hwys. 4. All signs shall be sized as outlined in sections 6G and 6H of the MUTCD unless otherwise specified. 5. Crew is required to leave a minimum of 10' for traveling lane width. 6. Alert affected residents and businesses. 7. Work to take place during approved work hours as per jurisdictional requirements. (Generally between 9 a.m. and 4 p.m. on non-arterials and from 9 a.m. to 3 p.m. on arterials. If night time work is approved, signaling and flaggers shall conform to WAC 296-155-305. Night time work to take place between _____________and ______________.) 8. All Flagger and Downstream tapers shall be 50'-100'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP POLE MINIMUM TAPER LENGTH=L (FT.) LANE WIDTH 10 11 12 20 70 75 80 25 105 115 125 30 150 165 180 35 205 225 245 40 270 295 320 45 475 495 540 POSTED SPEED (MPH) 50 500 550 600 55 550 605 660 60 - 660 720 65 - - 780 70 - - 840 TEMPORARY TRAFFIC CONTROL PLAN Puget Sound EnergyTraffic Control Supervisor:Jaber Tofan Card No. ES2 000434 Card Exp. 02/18/2028 Jaber.Tofan@pse.com (425)424-7701 MFP26001535 EAR 13 N Vicinity Map 47.4681, -122.2238 10 1 1 8 3 9 9 7 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. No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 101183997 Owner / Developer Contact Info officeATTN: Walker Renton Subaru 519 SW 12th St Renton, WA 98057 Gar Hansen 253-380-3801PHONE CABLE TV 515507484 101183997 N/A 583083738N/A 108162437 PROJECT PHASE PWR NOTIF#ORDER# Superior OH Wire & Pole RM OH XFMR E-Mail: Cell Phone: Project Manager Contact Information: Manager:JORDAN VELASCO (360) 296-3127 JORDAN.VELASCO@PSE.COM 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 AS NOTED 1 / 12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) LEGEND CONDUIT RISER OVERHEAD TRANSFORMER JUNCTION VAULT/JUNCTION BOX NEW CONDUCTOR AND OR TRENCH LINE DISCONNECT - FUSED PULL VAULT OR SPLICE VAULT EXISTING POLE DOWN GUY DISCONNECT - UNFUSED NEW POLE PADMOUNT TRANSFORMER SECONDARY HANDHOLE EXISTING CONDUCTOR TO BE REMOVED OR ABANDONED STREET LIGHT TOTAL UNDERGROUND TRANSFORMER ENERGY CUSTOMER DEMAND POINT OR OR OR OVERHEAD JUMPER CONNECTION JOB SITE PSE GENERAL SPECIFICATIONS Scope of Work OH-UG FEEDER DISTRIBUTION CONVERSION - REMOVE 425' OF OH WIRE & CONVERT TO UG FEEDER General -All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available upon request. -Work sites shall be kept clear of debris and all construction materials; equipment and packing shall be removed daily. -Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiled and returned the day it is removed from the poles. Remove all unused pins and insulators. -Return all streetlights, area lights and floodlights to Sumner yard. Pre-Construction -Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. -All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours in advance. -Notify customers of all outages 48 hours in advance. Work Drawings & Documents -PSE Project Manager or Engineer shall approve field design changes. -Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of work sketch. -Return one Foreman's copy of work sketch to Project Manger at completion of job. -When permits are required, a copy of the permits shall be available on work site at all times. Safety - efer to PSE standards 6275.3000 for requirements on System Grounding -Refer to PSE standards 6275.9210, 6275.9230 and 6275.9250 for personal protective grounding requirements. -Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. -Proper line clearances shall be taken at the beginning, and released at the end, of each workday, or as otherwise instructed by the System Operator. -Provide signs, barricades, and traffic control in conformance with permit regulations. -Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. -Maintain traffic flow as required by permitting agency. Joint Facilities -Coordinate with Communication Companies for transfers. OVERHEAD CONSTRUCTION Poles & Structures -Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the center of the pole. -All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. -Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. -Install grid numbers on all new and existing poles as shown on sketch. -Straighten existing poles as indicated or as necessary. -Treat all field-drilled poles with copper napthenate wood preservative. -Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill and crown pole holes and restore the area similar to adjacent landscaping. Conductors & Equipment -Transfer all overhead and underground primary, secondary and service conductors and guys to new poles set, unless otherwise indicated on this sketch. -Transfer existing transformers to new poles unless otherwise indicated on this sketch. -Use stirrups to connect all overhead and underground primary taps, and all transformers. Install at all sites being worked within the scope of the project where they are currently missing. - For 12vK construction, install avian protection with #4 CU-covered jumpers (MID#9998076) and #4 SD Aluminum covered tie-wire (MID#8309760). For 34vK construction use bare wire primary jumpers with pre-formed helical-grip ties and avian protection devices when required per Std. 6015.2000. Jumpers for poles that are double dead ended with tree wire can be either the same size tree wire conductor or covered CU. -Apply grit inhibitor on all Ampact, stirrup, and dead-end connections. -Connect primary taps and transformers to same phase as existing unless otherwise shown on the drawing. -All neutral connections to be made with solid compression connectors. Connect all pole grounds to common neutral. -Use Load-interrupter cutouts (with arc shields) on all primary overheads and underground taps with fused protection above 40T. -Install Wildlife Protectors on all transformers. -If four or more six inch conduits are installed in a trench, fluidized thermal backfill (FTB) shall be installed around the conduits to a depth of six inches above and to the sides of the conduit, and two inches underneath, per PSE Standard 6790.0140. Materials -The City will provide a schedule of when vault excavation will be ready. All vaults will be delivered by the manufacture to the job site as follows: --575 and smaller with a minimum 3 days advanced notice to PSE storeroom. --5106 and larger with a minimum 5 days advanced notice to PSE storeroom. -If vault excavation is not ready when vaults are delivered, city will provide necessary equipment to install vaults. UNDERGROUND CONSTRUCTION Vault Installation -Vaults shall be installed in accordance with PSE standards 6775.0035 and 6775.0040. -All PSE vaults shall be clean and clear of construction debris with all knockouts and cover adjustments grouted to PSE satisfaction prior to PSE accepting delivery of bare conduit & vault system. Conduit Installation -All PSE conduit installations shall conform to PSE standards 6800.6000, 6800.6050, 6800.8050, and 6825.6505. -All conduits shall be routed and installed per conduit tables, installation diagrams, and details in this work sketch. -A plug shall be installed in all spare conduits. -All conduits entering PSE vaults shall be through the appropriate knockouts to ensure proper cable lay. Vault entries shall not cause cables to cross each other in the vault, or lay in the vault unevenly. -All conduits entries into PSE vault shall be straight and level with a minimum of 6' straight section outside the vault wall and 2” on conduit extending into the vault with bell ends installed. -PSE conduits shall be placed in the trench maintaining a minimum of 1-1/2” of separation. Use conduit spacers (provided by PSE) every10'. -PSE conduit runs shall be placed straight and level. If it becomes necessary to alter conduit alignments, in order to avoid other utilities, the maximum bend radius allowed is 22-1/2 degrees. Bend radius greater than 22-1/2 degrees require prior approval from PSE engineering representatives. -All PSE conduits shall be placed with the minimum separation between other utility facilities as specified in PSE standard 6790.0130. Refer to the typical utility trench cross section detail in this work sketch. -All PSE conduits shall have a minimum of 36” of cover. Cover of less than 36” is permissible on a case by case basis provided that such installations adhere to PSE standard 6790.0130 figure 2. Pre-approved by PSE engineering representatives is required. Cable Tags and Pulling -Primary Underground Cable Identification Tag installation shall conform to PSE standards 6825.6050. -Cable Pulling shall conform to PSE standards 6825.6100 and 6825.6150 RESPONSIBILITIES OF THE CITY Documentation -The city and their contractor shall attend a pre-construction meeting specifically for installation of bare duct and vault system. -Field changes shall be pre-approved by PSE or designated representative prior to construction with proof of acceptance required prior to PSE acceptance of completed duct and vault system. Safety -The city contractor shall not access energized power vaults without the assistance of PSE line workers. -The city contractor shall not expose energized power conductors (direct buried or in conduit) without the assistance of PSE line workers. Trench and Excavation -The city shall provide all trench excavation and backfill for the installation of new or modified PSE underground distribution system within the construction area. -All trench excavation shall conform to PSE standards 6790.0075, 6790.0130, 6790.0140, 6790.0250, and 6790.3050. -PSE plans show general trench alignment. They do not show specific cross sections with existing or proposed other utilities. It is the City's responsibility to install PSE facilities at necessary depths to avoid and provide required clearances to other existing or proposed utilities. -Construct the shared utility trench where the various utilities can transition in and out of the trench line in an orderly fashion without altering duct bank alignments of other utility. Separation of crossing utilities sharing the common utility trench is 6”. -Placement of other utility vaults within the trench line alignment encumbering access to PSE facilities is not allowed. - After the new underground system is installed and energized, additional excavation may be necessary to re-train existing underground cables into the new vaults. This excavation will be provided by the city with 48 hours notice. -City shall provide all surveying necessary to assure all PSE vaults are installed in the alignment location specified in this document. The city shall be responsible for establishing grade elevation for PSE vaults. Adjustment of vault lids to final grade will be the responsibility of the City. -Vault hole excavation shall be prepared level and free of debris with a minimum 6” base of crushed rock to prevent vault settling. -PSE Vaults in planter areas shall be set 2” above final grade. -PSE Conductors and equipment are energized. -PSE line Note: The city contractor will not be allowed to make vault adjustments after PSE conductors and equipment are energized. PSE line crew will perform the adjustments on a change order basis. N/AUG XFMR N/AOH Maintenance N/AUG Maintenance 584052681 593270756 594171047 OVERHEAD CIRCUIT MAP SCALE: NONE SITE JOB N. SZEMER 3/23/26 FABIAN GOMEZ 3/26/26 MFP26001535 This permit is for Major construction work in the ROW and will be billed at an additional $158/HR for inspections. After hours and weekend work will be billed at $175/HR RESTORATION PER CITY OF RENTON STANDARDS 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 AS NOTED 2 / 12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 OVERHEAD CIRCUIT MAP (########) BEFORE SCALE: NTS OVERHEAD CIRCUIT MAP (########) AFTER SCALE: NTS SITE JOB SITE JOB P07 X97494 X97495U97497 SITE JOB SITE JOB P06 X97496 (100T) SW1 MFP26001535 EAR 13 SITE JOB EAR 13 SITE JOB U97497 AØEJS472 BØEJS473 CØEJS474 AØEJS475 BØEJS476 CØEJS477 AØEJS496 BØEJS497 CØEJS498 AØEJS515 BØEJS516 CØEJS517 AØEJS493 BØEJS494 CØEJS495 AØEJS478 BØEJS479 CØEJS480 AØEJS475 BØEJS476 CØEJS477 AØEJS490 BØEJS491 CØEJS492 AØEJS464 CØEJS508 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 AS NOTED 3 / 12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 SCALE: NONE UNDERGROUND CIRCUIT MAP (BEFORE) SCALE: NONE UNDERGROUND CIRCUIT MAP (AFTER) MFP26001535 D D D D D D D D D D D D D P P P P P P P PP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P PP P P P P P P P P P P FDC 397 MCMA A CC B A #2ACSRC B A #2ACSR AB C 600 39 7 M C M A A C 39 7 M C M A A C 39 7 M C M A A C ABCN SD SD SD SD SD SD SD SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EAR 13 PROPOSED DRIVE 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 1" = 20'4 / 12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 REMOVAL SITE PLAN SCALE: 1" = 20' 00 1"2" 00 20'40' MA T C H L I N E SE E P A G E 5 / 1 2 A A SITE SPECIFIC NOTES P01: EXISTING 65’ CL 1 2009 GRID # 317385-165613 EXISTING POLE TO REMAIN P02: EXISTING 45’ CL 4 2004 GRID # 317389-165630 EXISTING POLE TO BE REMOVED WO# 108162437 REMOVE EXISTING 45' CL 4 2004 POLE REMOVE POLE STUB AFTER COMMUNICATION TRANSFERS HAVE BEEN COMPLETED NOTE: POTELCO TO TIE UP COMMS WHEN POSSIBLE, ATTACHED UTILITIES: COMCAST REMOVE EXISTING STLT (SLAP0375) WO# 593270756 [TRANSFER CAPACITOR BANK 900kVAr 12kV #X8719 TO NEW POLE P08 - SEE SHEEET 7] SPAN NOTES P01-P02 WO# 108162437 REMOVE EXISTING 3Ø PRIMARY #2ACSR & NEUT L = 160', (ACTUAL________) P02-P03 WO# 108162437 REMOVE EXISTING 3Ø 397AAC PRIMARY & 4/0ACSR NEUT L = 120', (ACTUAL________) MFP26001535 S S S S S D D D D D D P P P P P P P P P P P P P P P P P P P P P P P P 397 MCMA A C C B A 397 MCMA A C C B A X1819 SD SDS D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 1" = 20'5 / 12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 REMOVAL SITE PLAN SCALE: 1" = 20' 00 1"2" 00 20'40' MA T C H L I N E SE E P A G E 4 / 1 2 A A SITE SPECIFIC NOTES P03: EXISTING 50’ CL 3 1970 GRID # 317391-165641 EXISTING POLE TO BE REMOVED WO# 108162437 REMOVE EXISTING 50' CL 3 1970 POLE REMOVE EXISTING STLT (SLAP0376) REMOVE POLE STUB AFTER COMMUNICATION TRANSFERS HAVE BEEN COMPLETED NOTE: POTELCO TO TIE UP COMMS WHEN POSSIBLE, ATTACHED UTILITIES: COMCAST, CENTURY LINK P04: EXISTING 40’ CL UNK 1963 GRID # 317394-165654 EXISTING POLE TO BE REMOVED WO# 108162437 REMOVE EXISTING 40' CL UNK 1963 POLE REMOVE EXISTING STLT (SLAP0377) P05: EXISTING 60’ CL UNK 1996 GRID # 317398-165673 EXISTING POLE TO REMAIN SPAN NOTES P03-P04 WO# 108162437 REMOVE EXISTING 3Ø 397AAC PRIMARY & #2ACSR NEUT L = 135', (ACTUAL________) MFP26001535 D D D D D D D D D D D D D P P P P P P P PP P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P PP P P P P P P P P P P FDC #2ACSR AB C 600 39 7 M C M A A C 39 7 M C M A A C 39 7 M C M A A C ABCN NO SD SD SD SD SD SD SD SD SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD S D S D S D S D S D SD SD SD SD SD SD SD SD SD SD SD SD SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS EAR 13 PROPOSED DRIVE SEE PARTIAL PLAN DETAIL 'A' 2.5' 10' NO 2' 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 1" = 20'6 / 11 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 INSTALL SITE PLAN SCALE: 1" = 20' 00 1"2" 00 20'40' MA T C H L I N E SE E P A G E 7 / 1 2 B B SITE SPECIFIC NOTES P01: EXISTING 65’ CL 1 2009 GRID # 317385-165613 WO# 101183997 EXISTING POLE TO REMAIN INSTALL TRIPLE HELIX ANCHOR 10”-12”-14” (ANDH3) AS PER STD 6012.1000 NOTE: INSTALL LEAD 10' EAST INSTALL DBL GUY 7/16” ANC w/AUTO GRIP (GYDD7SA) AS PER STD 6013.0100 INSTALL GUY 3/8” ANC w/AUTO GRIP, NEUTRAL (GYD3SAN) AS PER STD 6013.0100 P06: 317384-165601 WO# 101183997 INTERSET NEW POLE INSTALL 65FT CL2 POLE (PD652) AS PER STD 6010.1000 INSTALL 12kV 3-PHASE, #2ACSR (TAN312) AS PER STD 6033.1010 INSTALL #2ACSR "H" CONNECTOR (MID: 2167000) AS PER STD 6099.9999, TBL 4 INSTALL 12kV FEEDER TERM (TSU3DF1) AS PER STD 6043.1020 INSTALL NEW SW # X97494 INSTALL RISER, 6" COND SYS STANDOFF (RIS6CSS) AS PER STD 6042.1000 INSTALL NEW GRID # J01: 317382-165603 WO# 101183997 INSTALL 12kV 5' X 7' X 5' 4-POS J-BOX (JBOX15L) AS PER STD 6055.1030 INSTALL (6) 12kV ELBOW KIT (ELB10J) AS PER STD 6041.1000 INSTALL (6) CABLE TAG # (MID: 3861000) INSTALL GRID # J02: 317380-165603 WO# 101183997 INSTALL 12kV 5' X 7' X 5' 4-POS J-BOX (JBOX15L) AS PER STD 6055.1030 INSTALL (6) 12kV ELBOW KIT (ELB10J) AS PER STD 6041.1000 INSTALL (6) CABLE TAG # (MID: 3861000) INSTALL GRID # SW1: 317381-165603 WO# 101183997 INSTALL 12kV PME-9 W/ VAULT (PME0915) AS PER STD 6056.1010 INSTALL (6) 12kV 1/0 ELBOW KIT (ELB10J) AS PER STD 6041.1000 INSTALL (6) 12kV 750 ELBOW KIT (ELB750) AS PER STD 6041.1000 FUSE @ 150E (MID: 3285200) UG SW # U97497 INSTALL GRID # 3 2 1 3 2 1 1 2 3 3 2 1 AØ - EJS472 BØ - EJS473 CØ - EJS474 CØ - EJS475 BØ - EJS476 AØ - EJS477 AØ - EJS496 BØ - EJS497 CØ - EJS498 CØ - EJS515 BØ - EJS516 AØ - EJS517 PME-9 CONNECTION DIAGRAM PME PADMOUNT SWITCH NOT TO SCALE 6056.1010 TO PV1 TO P06 TO J01 TO J02 PARTIAL PLAN DETAIL 'A' SCALE: 1" = 5' U97497 SPAN NOTES P06-SW1 WO# 101183997 INSTALL NEW 1-6" SCH80 CONDUIT, APPROX. 60' (ACTUAL = ______) INSTALL NEW SPARE 1-6" CONDUIT DB-120 APPROX. 60' (ACTUAL = ______) INSTALL NEW 12kV 3Ø 750 AL STR CABLE APPROX. 100' (ACTUAL = _______) NOTE: INSTALL ON CABLES #'S AØEJS472, BØEJS473, CØEJS474 SW1-PV1 WO# 101183997 INSTALL NEW 1-6" SCH80 CONDUIT, APPROX. 310' (ACTUAL = ______) INSTALL NEW SPARE 1-6" CONDUIT DB-120 APPROX. 310' (ACTUAL = ______) INSTALL NEW 12kV 3Ø 750 AL STR CABLE APPROX. 330' (ACTUAL = _______) NOTE: INSTALL ON CABLES #'S AØEJS475, BØEJS476, CØEJS477 SW1-J01 WO# 101183997 INSTALL NEW 1-4" SCH80 CONDUIT, APPROX. 15' (ACTUAL=______) INSTALL NEW 12kV 3Ø 1/0 SOL JKT CABLE APPROX. 25' (ACTUAL = _______) NOTE: INSTALL ON CABLES #'S AØEJS496, BØEJS497, CØEJS498 SW1-J02 WO# 101183997 INSTALL NEW 1-4" SCH80 CONDUIT, APPROX. 15' (ACTUAL = ______) INSTALL NEW 12kV 3Ø 1/0 SOL JKT CABLE APPROX. 25' (ACTUAL = _______) NOTE: INSTALL ON CABLES #'S AØEJS515, BØEJS516, CØEJS517 J01-J02 WO# 101183997 INSTALL NEW 1-4" SCH80 CONDUIT, APPROX. 20' (ACTUAL = ______) INSTALL NEW 12kV 3Ø 1/0 SOL JKT CABLE APPROX. 40' (ACTUAL = _______) NOTE: INSTALL ON CABLES #'S AØEJS493, BØEJS494, CØEJS495 AND PARK ELBOWS FOR NORMAL OPEN IN J02 J02-J03 WO# 101183997 INSTALL NEW 1-4" SCH80 CONDUIT, APPROX. 330' (ACTUAL = ______) INSTALL NEW SPARE 1-4" CONDUIT DB-120 APPROX. 330' (ACTUAL = ______) INSTALL NEW 12kV 3Ø 1/0 SOL JKT CABLE APPROX. 350' (ACTUAL = _______) NOTE: INSTALL ON CABLES #'S AØEJS478, BØEJS479, CØEJS480 SW1 MFP26001535 S S S S S D D D D D D P P P P P P P P P P P P P P P P P P P P P P P P 397 MCMA A C C B A X1819 SD SDS D S D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SS SS NO TREE TRIMMING REQUIRED SEE PARTIAL PLAN DETAIL 'B' P P P P P P P P P P P P P P SD SD SD SD SD SD SD SD SD SDS S S S S S NO 4' 6' 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 1" = 20'7 / 12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 INSTALL SITE PLAN SCALE: 1" = 20' 00 1"2" 00 20'40' MA T C H L I N E SE E P A G E 6 / 1 2 B B SITE SPECIFIC NOTES P05: EXISTING 60’ CL UNK 1996 GRID # 317398-165673 EXISTING POLE TO REMAIN P07: 317394-165644 NEW POLE, TREE TRIMMING REQUIRED WO# 101183997 INSTALL 65FT CL2 POLE (PD652) AS PER STD 6010.1000 INSTALL 12kV 3-PHASE, 397 AAC DE (DE3315) AS PER STD 6033.1042 INSTALL 336 AAC "H" CONNECTOR (MID: 2168000) AS PER STD 6099.9999, TBL 4 INSTALL (3) STIRRUP (MID: 2254100) AS PER STD 6099.9999, TBL 2 INSTALL (3) WEDGE CONNECTOR (MID: 2368200) AS PER STD 6099.999, TBL 13 INSTALL 12kV FEEDER & 1/0 TERM (TSU6D31) AS PER STD 6043.1022 INSTALL NEW SW # T97495 (600A) INSTALL NEW SW # T97496 (200A) INSTALL 100T FUSE (MID: 3412700) INSTALL RISER, 6" COND SYS STANDOFF (RIS6CSS) AS PER STD 6042.1000 INSTALL RISER, 4" COND SYS STANDOFF (RIS6CSS) AS PER STD 6042.1000 INSTALL TRIPLE HELIX ANCHOR 10”-12”-14” (ANDH3) AS PER STD 6012.1000 NOTE: INSTALL LEAD 25' WEST INSTALL GUY DBL 7/16” ANC w/AUTO GRIP (GYDD7SA) AS PER STD 6013.0100 INSTALL GUY 7/16” ANC w/AUTO GRIP, NEUTRAL (GYD7SAN) AS PER STD 6013.0100 INSTALL NEW GRID # P08: 317394-165645 INTERSET NEW POLE, TREE TRIMMING REQUIRED WO# 101183997 INSTALL 65FT CL2 POLE (PD652) AS PER STD 6010.1000 INSTALL 12kV 3-PHASE, 397 AAC PTP (TAN313) AS PER STD 6033.1012 INSTALL 336 AAC "H" CONNECTOR (MID: 2168000) AS PER STD 6099.9999, TBL 4 INSTALL NEW GRID # WO# 593270756 [TRANSFER CAPACITOR BANK 900kVAr 12kV #X8719 (40T) FROM POLE P02 -SEE SHEET 4] V01: 317390-165629 NEW VAULT WO# 101183997 INSTALL 36" X 42" X 38" MINI-PAD UNISTRUT HH W/ GROUNDS (MINU1SR) AS PER STD 6045.1010 INSTALL 37.5KVA PADMOUNT XFMR (MID: 6247050) INSTALL (3) #6-350 KCMIL SECONDARY CONNECTION BLOCKS (MID: 4842002) INSTALL CABLE TAG # (MID: 3861000) INSTALL GRID # V02: 317389-165629 NEW VAULT WO# 101183997 INSTALL 36" X 42" X 38" MINI-PAD UNISTRUT HH W/ GROUNDS (MINU1SR) AS PER STD 6045.1010 INSTALL 25KVA PADMOUNT XFMR (MID: 6247000) INSTALL (3) #6-350 KCMIL SECONDARY CONNECTION BLOCKS (MID: 4842002) INSTALL CABLE TAG # (MID: 3861000) INSTALL GRID # J03: 317389-165630 NEW J-BOX WO# 101183997 INSTALL 12kV 5' X 7' X 5' 4-POS J-BOX (JBOX15L) AS PER STD 6055.1030 INSTALL (8) 12kV ELBOW KIT (ELB10J) AS PER STD 6041.1000 INSTALL (9) CABLE TAG # (MID: 3861000) INSTALL GRID # PV1: 317384-165630 NEW PULL BOX WO# 101183997 INSTALL 5' X 11' X 5' w/3' SQ ADJ PC H20 (SVT5ADJ) AS PER STD 6051.2000 INSTALL COPPER "C" CONNECTOR (MID: 2162500) INSTALL (3) 12kV 750 SPLICE (SPL750) INSTALL (3) CABLE TAG # (MID: 3861000) INSTALL GRID # PARTIAL PLAN DETAIL 'B' SCALE: 1" = 10' SPAN NOTES PV1-P07 WO# 101183997 INSTALL NEW 1-6" SCH80 CONDUIT, APPROX. 205' (ACTUAL = ______) INSTALL NEW SPARE 1-6" CONDUIT DB-120 APPROX. 205' (ACTUAL = ______) INSTALL NEW 12kV 3Ø 750 AL STR CABLE APPROX. 225' (ACTUAL = _______) NOTE: INSTALL ON CABLES #'S AØEJS475, BØEJS476, CØEJS477 P07-J03 WO# 101183997 INSTALL NEW 1-6" SCH80 CONDUIT, APPROX. 155' (ACTUAL = ______) INSTALL NEW SPARE 1-6" CONDUIT DB-120 APPROX. 155' (ACTUAL = ______) INSTALL NEW 12kV 3Ø 1/0 SOL JKT CABLE APPROX. 195' (ACTUAL = _______) NOTE: INSTALL ON CABLES #'S AØEJS490, BØEJS491, CØEJS492 AND PARK ELBOWS FOR NORMAL OPEN IN J03 J03-V01 WO# 101183997 INSTALL NEW 1-6" SCH80 CONDUIT, APPROX. 35' (ACTUAL = ______) INSTALL NEW 12kV 1Ø 1/0 SOL JKT CABLE APPROX. 55' (ACTUAL = _______) NOTE: INSTALL ON CABLE # CØEJS508 J03-V02 WO# 101183997 INSTALL NEW 1-6" SCH80 CONDUIT, APPROX. 20' (ACTUAL = ______) INSTALL NEW 12kV 1Ø 1/0 SOL JKT CABLE APPROX. 40' (ACTUAL = _______) NOTE: INSTALL ON CABLE # AØEJS464 V01-H01 WO# 101183997 INSTALL NEW 1-3" SCH80 CONDUIT, APPROX. 10' (ACTUAL = ______) INSTALL NEW SEC 350 CABLE APPROX. 70' (ACTUAL = _______) MFP26001535 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 N/A 8 / 12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT PRIMARY CABLE ASBUILT INFORMATION SIZE Qty LENGTH Design (ft) BENDS PULL PULL Cable LENGTH Design (ft) Cable Numbers Please Record Foreman - Complete FROM TO (in)90°45°22°11°(lbs)Rev (lbs)Size A B C Manufacturer Compound Year Actual Amount Installed (Conduit & Cable) P06 SW1 6 1 60 1 68 787 750 FEEDER 130 EJS472 EJS473 EJS474 P06 SW1 6 1 60 1 CONDUIT ONLY SW1 PV1 6 1 310 1 1 2 1179 1151 750 FEEDER 340 EJS475 EJS476 EJS477 SW1 PV1 6 1 310 1 1 2 CONDUIT ONLY SW1 J01 4 1 15 1 153 153 3Ø 1/0 JKT 45 EJS496 EJS497 EJS498 SW1 J02 4 1 15 1 153 153 3Ø 1/0 JKT 45 EJS515 EJS516 EJS517 J01 J02 (NO)4 1 20 104 104 3Ø 1/0 JKT 50 EJS493 EJS494 EJS495 J02 J03 4 1 330 1 1 4 534 512 3Ø 1/0 JKT 360 EJS478 EJS479 EJS480 J02 J03 4 1 330 1 1 4 CONDUIT ONLY PV1 P07 6 1 205 2 1 1086 815 750 FEEDER 250 EJS475 EJS476 EJS477 PV1 P07 6 1 205 2 1 CONDUIT ONLY P07 J03 (NO)4 1 155 1 128 362 3Ø 1/0 JKT 200 EJS490 EJS491 EJS492 P07 J03 4 1 155 1 CONDUIT ONLY J03 V01 2 1 35 1 2 80 74 1Ø 1/0 JKT 45 EJS508 J03 V02 2 1 20 1 65 61 1Ø 1/0 JKT 30 EJS464 2" PVC (FT) & BENDS =55'2 2 1Ø 1/0 AL JKT TOTAL (FT) =95' 4" PVC (FT) & BENDS =1020'4 4 8 3Ø 1/0 AL JKT TOTAL (FT) =635' 6" PVC (FT) & BENDS =1150'2 8 6 3Ø 750 AL JKT TOTAL (FT) =655' WIRE REMOVAL TABLE Location Pri Sec Wire Size & Type Quantity Length (ft per conductor)Remarks UnitsFromTo P01 P02 X #2ACSR PRI & NEUT 4 160' P02 P03 X 397 AAC PRI 3 120' P02 P03 X 4/0 ACSR NEUT 1 120' P03 P04 X 397 AAC PRI 3 135' P03 P04 X 4/0 ACSR NEUT 1 135' Total Feet (397AAC) Removed 765' Total Feet (4/0 ACSR NEUT) Removed 255' Total Feet (#2ACSR & NEUT) Removed 640' POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS Wk Loc Pole Data Pole TEL TV FIBER TRAN RMVD ID NUMBER Grid #Length Class Year TOPPED RMVD P02 317389-165630 45 4 2004 X SLAP0375 P03 317391-165641 50 3 1970 X SLAP0376 P04 317394-165654 40 UNK 1963 X SLAP0377 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P03 317391-165641 45kVA VAULT & EQUIPMENT TABLE SITE #GRID # VAULT SIZE & COVER TYPE & SIZE EQUIPMENT IN VAULT PRIMARY BUSHINGS TRANSFORMER ID NUMBERS (COMPANY ID) ENGINEERING INFORMATION AS-BUILT INFORMATION LB DC FOREMAN: INCLUDE PHASE TAPPED SW1 317381 165603 HH 5106 w/3-3' SQ, 58"x66" HOLE Matid: 9996351 SW PM DIST PME-9 12 - PME0915 6056.1010 ABCØ ELB10J 6041.1000 x 6 ELB750 6041.1000 x 6 J01 317382 165603 4'8"x7'x5' w/2-3' Sq Doors Matid: 7663200 J-Box Below Grade w/4-Pos J-Bus x3 Matid: 7625900 6 6 JBOX15L 6055.1030 ABCØ ELB10J 6041.1000 J02 317380 165603 4'8"x7'x5' w/2-3' Sq Doors Matid: 7663200 J-Box Below Grade w/4-Pos J-Bus x3 Matid: 7625900 6 6 JBOX15L 6055.1030 ABCØ ELB10J 6041.1000 J03 317389 165630 4'8"x7'x5' w/2-3' Sq Doors Matid: 7663200 J-Box Below Grade w/4-Pos J-Bus x3 Matid: 7625900 8 4 JBOX15L 6055.1030 ABCØ ELB10J 6041.1000 V01 317390 165629 42"x48"x38" Unistrut HH Matid: 7663001 37.5KVA MP TRF 120/240 Matid: 6247500 1 1 MINU1SR 6045.1010 _Ø V02 317389 165629 42"x48"x38" Unistrut HH Matid: 7663001 25KVA MP TRF 120/240 Matid: 6247000 1 1 MINU1SR 6045.1010 _Ø PV1 317384 165630 5' X 11' X 5' w/3' SQ ADJ PC H20 FEEDER PULL VAULT --SVT5ADJ 6051.2000 SPL750 6041.2000 ABCØ Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: V01 317390-165629 37.5kVA 6247500 Installed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER INSTALLATION Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: V02 317389-165629 25kVA 6247000 SECONDARY CABLE & CONDUIT TABLE LOCATION CABLE CONDUIT ASBUILT INFORMATION SIZE LENGTH Design (ft) SIZE LENGTH Design (ft) BENDS Foreman - Complete FROM TO (1/0,4/0,350)(in)90°45°22°11°Actual Amount Installed (Conduit & Cable) V01 H01 350 TPX 70 CABLE ONLY V01 IP1 CONDUIT ONLY 3 10 POLE TABLE (NEW) SITE POLE DATA GRID #HEIGHT CLASS YEAR REMARKS / LOCATION REF P06 317384-165601 65 2 P07 317394-165644 65 2 P08 317394-165645 65 2 Installed at site: Grid Number: kVAr Rating: Foreman to redline the following information CAPACITOR BANK TRANSFER Company ID#: Primary phase connected to: P08 317394-165645 900 kVAr MFP26001535 397 MCM A A C C B A 397 MCMA A CC B A 397 MCM A A CCB A #2ACSRCB A #2ACSR AB C 39 7 M C M A A C 39 7 M C M A A C 39 7 M C M A A C ABCN X1819 NO X97494 U97497 EAR 13 NO T97496 T97495 NEW 3Ø 750AL CABLE, ±225' AØEJS475 BØEJS476 CØEJS477 NEW 3Ø 750AL CABLE, ±100' AØEJS472 BØEJS473 CØEJS474 NEW 3Ø 1/OAL CABLE, ±25' AØEJS496 BØEJS497 CØEJS498 NEW 3Ø 750AL CABLE, ±330' AØEJS475 BØEJS476 CØEJS477 NEW 3Ø 1/OAL CABLE, ±25' AØEJS515 BØEJS516 CØEJS517 NEW 3Ø 1/OAL CABLE, ±40' AØEJS493 BØEJS494 CØEJS495 NEW 3Ø 1/OAL CABLE, ±350' AØEJS478 BØEJS479 CØEJS480 NEW 3Ø 1/OAL CABLE, ±195' AØEJS490 BØEJS491 CØEJS492 NEW 1Ø 1/OAL CABLE, ±55' CØEJS508 NEW 1Ø 1/OAL CABLE, ±40' AØEJS464 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 N/A 9 / 12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 PRE & POST CONSTRUCTION ONE-LINE NOT TO SCALE MFP26001535 397 MCMA A CCB A #2ACSR A B C 39 7 M C M A A C 39 7 M C M A A C 39 7 M C M A A C ABCN X1819 NO X97494 U97497 EAR 13 NO T97496 T97495 NEW 3Ø 750AL CABLE, ±225' AØEJS475 BØEJS476 CØEJS477 NEW 3Ø 750AL CABLE, ±100' AØEJS472 BØEJS473 CØEJS474 NEW 3Ø 1/OAL CABLE, ±25' AØEJS496 BØEJS497 CØEJS498 NEW 3Ø 750AL CABLE, ±330' AØEJS475 BØEJS476 CØEJS477 NEW 3Ø 1/OAL CABLE, ±25' AØEJS515 BØEJS516 CØEJS517 NEW 3Ø 1/OAL CABLE, ±40' AØEJS493 BØEJS494 CØEJS495 NEW 3Ø 1/OAL CABLE, ±350' AØEJS478 BØEJS479 CØEJS480 NEW 3Ø 1/OAL CABLE, ±195' AØEJS490 BØEJS491 CØEJS492 NEW 1Ø 1/OAL CABLE, ±55' CØEJS508 NEW 1Ø 1/OAL CABLE, ±40' AØEJS464 90° (2) NEW 6" SCH 80 L=310' (2) NEW 4" SCH 80 L=330' (2) NEW 6" SCH 80 L=205' (1) NEW 4" SCH 80 L=20' 22.5° 22.5°90° 22.5° (2) NEW 6" SCH 80 L=60' 90° 22.5° 45°45° 90° 22.5° 22.5°45° 45° 45° (1) NEW 4" SCH 80 L=15' (1) NEW 4" SCH 80 L=15' (2) NEW 4" SCH 80 L=155' (1) NEW 2" SCH80 L=20' (1) NEW 2" SCH80 L=35' (1) NEW 3" SCH80 L=10' T97496 T97495 X97494 U97497 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 N/A 10 / 12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 PROPOSED ONE-LINE DIAGRAM NOT TO SCALE PROPOSED CONDUIT DIAGRAM NOT TO SCALE CONDUIT LEGEND SECONDARY 3" PRIMARY 2" FEEDER 6" PRIMARY 4" MFP26001535 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 AS NOTED 11 / 12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 J-BOX B-FLY DETAIL (J01) SCALE: NONE Prop 4" (SW1) Prop 4" (J02) NORMAL OPEN J-BOX B-FLY DETAIL (J02) SCALE: NONE Prop 4" (SW1) Prop 4" (J01) NORMAL OPEN PM SWITCH VAULT B-FLY DETAIL (SW1) SCALE: NONE Prop 6" (P06) SPARE Prop 4" (J02) Prop 6" (PV1) Prop 4" (J01) J-BOX B-FLY DETAIL (J03) SCALE: NONE Prop 2" (V02) Prop 4" (J02) SPARE Prop 2" (V01) Prop 4" (P07) NORMAL OPEN PULL VAULT B-FLY DETAIL (PV1) SCALE: NONE PM XFMR VAULT B-FLY DETAIL (V01) SCALE: NONE Prop 2" (J03) Fr o n t o f V a u l t Prop 3" (IP1) PM XFMR VAULT B-FLY DETAIL (V02) SCALE: NONE Prop 2" (J03) Fr o n t o f V a u l t PREFFERED SECONDARY ENTRY Preferred Customer Owned Services. Deep vault entry for straight shot to connector bars on front right side of vault. *Cant enter services from primary entry Prop 6" (P07) SPARE Prop 6" (SW1) Prop 4" (J03) Prop 4" (J03) SPARE Prop 4" (J02) Prop 6" (PV1) SPARE Prop 4" (J02) SPARE Prop 6" (P06) Prop 6" (P07) Prop 6" (SW1) SPARE Prop 4" (P07) SPARE MFP26001535 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 J. VELASCO (360) 296-3127 3/23/26 J. VELASCO (360) 296-3127 3/23/26 N/A N/A N/A T. MYER .3/23/26 RW-141033 RENTON WALKER'S RENTON SUBARU OH-UG FEEDER DISTRIBUTION CONVERSION 519 SW 12TH ST, RENTON, WA 98057 N/A N/A N/A 101183997 AS NOTED 12/12 KING N/A N/A CSPSKEPM NW 19-23N-05E N/A N/A 2305E074 2305E076 2305E074SW EAR-13 COMCAST TODD ZIMNY 360-507-0598 ZIPLY WA.structure.Access@ziply.com 888-688-0013 . . . N/A N/A N/A 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) 10 1 1 8 3 9 9 7 2" Excavation - 19-1/2 cubic yards SIDE VIEW 5'-4"Crushed 6" Rock TOP VIEW 9' 11' 7'-0" 4'-0" 1' 4'-8" 4,750 lbs 2,490 lbs VAULT & EXCAVATION DETAIL @ J01-J03 Not to scale 6051.1500 6'-5" 11'-4" Min 11'-10" Max 7'-6" overall overall 5'-10" Min 6'-4" Max 8" 58" 66" 2" 6" CRUSHED ROCK 16'-0" 10'-0" 8'-6" EXCAVATION - 50-1/2 CUBIC YARDS PME-9 VAULT & EXCAVATION DETAIL @ SW1 Not to scale 6056.1010 11,600 lbs 8,430 lbs 3,930 lbs SIDE VIEW TOP VIEW Cover11'-2" 3' x 3' Diamond Plate Top Section 8'-2" Base TOP VIEW SIDE VIEW EXCAVATION: 4-2/3 CUBIC YARDS Rock Crushed 6" 3'-6" 2" 6' 6' 48"42" 36" 38" 42" Struts VAULT & EXCAVATION DETAIL @ V01 & V02 Not to scale 6045.1000 1950 lbs 2" Rock Crushed 6" 8'-6" 10'-0" 16'-0" 11'-4" Min 11'-10" Max 7'-6" 8" 8'-2" 6'-4" Max 5'-10" Min Excavation - 50-1/2 cubic yards SIDE VIEW TOP VIEW VAULT & EXCAVATION DETAIL @ PV1 Not to scale 6051.2000 11,000 lbs 8,430 lbs 6,600 lbs Height adjustable bolts Three 3' sq std plate doors, or Three 3' sq Anti-Skid doors. 11'-2" 5' 3'-6" x 9'-6" Min Clear Opening CLEAR WORKING SPACE FOR VAULTS NOT TO SCALE FIELD SIDE (PREFERRED) ROAD SIDE (PREFERRED) 6' MIN 3' MIN 3' MIN 3' MIN Cables should enter the vault so that all of the cables will lay in the same direction. TOP VIEW J- BOX CABLE ENTRY DETAIL Not to scale 21" Min. bend radius LSG317 on 750 cable Mark each cable withcable numbers Nylon cable tie PULL VAULT CABLE ENTRY DETAIL NOT TO SCALE 5'x7' VAULT DETAIL Cables must enter the vault so that they will lay in the opposite direction. TOP VIEW COOLING 5' MIN 5' MIN 10' MIN 5' MIN FINS ACCESS CONCRETE PAD MINIMUM CLEARANCES FOR PADMOUNT TRANSFORMER AND VAULT CURB OR EDGE OF PAVEMENT CURB OR EDGE OF PAVEMENT 5' MIN ROAD OR PARKING AREA TYP. PAD & TRANS- FORMER 1.5' MIN DOOR ACCESS DOOR REQUIRED WORK SPACE AREA Not to scale 1.5' MIN 3' MIN 3' MIN 3' MIN 10' MIN 3' MIN MFP26001535