The URL can be used to link to this page

Home My WebLink AboutMFP26001551.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001551 IVR Number: 26001551 Permit Information Permit Name: Puget Sound Energy - Electric 105109395Address/Location:03/30/2026Application Date:0323059093Parcel Number: 4401 NE SUNSET BLVD Permit Type:04/30/2026Issue Date:Franchise Permit Work Class:04/30/2027Expiration Date:Major Utility Job Number: 105109395Franchise Type:Electric Description: Puget Sound Energy Electric Crew to take one lane for work in the sidewalk and planter strips @ J01, J02 & J03, and IP1. De energize/Reenergize J01. At J03, intercept existing primary conduit with 5' W x 10' L x 4' D Work Pit in new planter strip to remove and install cable and connect conduit. On Private property, crew to install a new Jbox and Vault for new medical building. All restoration to be completed to city standards. Contacts Name Address PhoneTypeBilling Katie Zimmerman Puget Sound Energy 1660 Park Lane Burlington, WA 98233 B: (425) 620-6742 C: (425) 620-6742 ApplicantX Permits Central 355 110th Ave NE Bellevue, WA 98004 B: (425) 620-6742 H: (425) 620-6742 C: (425) 620-6742 Applicant 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 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 3/30/2026 105109395-Sunset Blvd Medical Bldg 4401 NE Sunset Blvd Amy Hill 253-243-5089 Scott Warlick CED 4/30/2026 Monday Friday 8:00am 3:00pm MFP26001551 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. V01 J03 J02 IP01 W20-1 R O A D W O R K A H E A D RI G H T L A N E C L O S E D A H E A D W20-5R W4-2R X'≥ X'≥ X'≥ ARRW-BRD 4401 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NE SUN S E T B L V D 18 18 1616 CR O S S H E R E S/W C L O S E D R9-11A DE T O U R M4-9B C R O S S H E R E S/ W C L O S E D A H E A D R9-11 D E T O U R M4-9B PLACE SIGNS AT SW CORNER OF NE SUNSET BLVD. & UNION AVE NE RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE X ' ≥ X ' ≥ A N A C O R T E S A V E N E 1 1 1 1 1 2 1 1 1 1 V01 J03 IP01 4401 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W20-1 R O A D W O R K A H E A D NE SUN S E T B L V D 18 18 1616 CRO S S H E R E S/W C L O S E D AH E A D R9-11 DE T O U R M4-9B S / W C L O S E D R9-9 PLACE SIGNS AT SW CORNER OF NE SUNSET BLVD. & UNION AVE NE RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE W 2 0 - 1 ROAD WORK AHEAD X ' ≥ W 2 0 - 1 ROAD WORK AHEAD X ' ≥ A N A C O R T E S A V E N E 1 1 1 1 1 2 1 1 1 1 S / W C L O S E D R9-9 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 Sultan Wakid 425-424-6658 Sultan.Wakid@pse.com 1 OF 14401 NE SUNSET BLVD, RENTON, WA 1 516299632 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 UNIFORMEDPOLICE OFFICERPOLICE STOP UG/BOX/VAULTVAULT 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:John Crofoot Card No. IS 6 100071 Card Exp. 10/10/28 John.Crofoot@pse.com (425)424-6658 MFP26001551 V01 J03 J02 IP01 W20-1 R O A D W O R K A H E A D RI G H T L A N E C L O S E D A H E A D W20-5R W4-2R X'≥ X'≥ X'≥ ARRW-BRD 4401 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W20-1 R O A D W O R K A H E A D NE SUN S E T B L V D 18 18 1616 CR O S S H E R E S/W C L O S E D R9-11A DET O U R M4-9B S/ W C L O S E D R9-9 C R O S S H E R E S/ W C L O S E D A H E A D R9-11 DE T O U R M4-9B PLACE SIGNS AT SW CORNER OF NE SUNSET BLVD. & UNION AVE NE RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE STOP THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA W 2 0 - 1 ROAD WORK AHEAD RIGHT LANE CLOSED AHEAD W 2 0 - 5 R X ' ≥ X' ≥ W 2 0 - 1 ROAD WORK AHEAD RIGHT LA N E CLOSED AHEAD W 2 0 - 5 R X ' ≥ X' ≥ A N A C O R T E S A V E N E 1 1 1 1 1 2 1 1 1 1 N Project Address: Page PSE PUGETSOUNDENERGY Contact: Job # REV John Crofoot 425-424-6658 John.Crofoot@pse.com 1 OF 1 4401 NE SUNSET BLVD, RENTON, WA 0 516299632 02/17/2026 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 burningType C lights on all State Routes and Hwys. 4. Sign size can be a minimum of 36" x 36" and shall not obstruct pedestrian access. 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'. TEMPORARY TRAFFIC CONTROL PLAN Puget Sound EnergyTraffic Control Supervisor: Jason Bisenius Card No. ES2 000394 Card Exp. 01/31/2028 Jason.Bisenius@pse.com (425)424-7316 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 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 LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRONARROW BOARD FLAGGER UNIFORMED POLICE OFFICERPOLICE STOP WORK PIT UG/BOX/VAULTVAULT J01 J04 MFP26001551 4411 4601 4311 4325 AN A C O R T E S A V E N E NE SU N S E T B L V D NE SU N S E T B L V D 4401 ROW 90' MAP 16 318675-167217 318686-167236 225 kVA 120/208V (ABC) 318700-167266 DWY 318676-167219 25kVA 120/240V (B) EOP 70' 318660-167178 25kVA 120/240V (B) PRE 14 PRE 14 AØAEIP573 BØAEIP574 CØAEIP575 318666-167249 150 kVA 208V (ABC) 318659-167248 50 kVA (A) 318659-167248 50 kVA (A) 318659-167275 4400 4308 4308 N/O 4300 MAP & RECORDS NOTE: FLOW DIRECTION IS OPPOSITE BETWEEN 318668-167115 & 318700-167266 BLDG AA BLDG Z BLDG B BLDG A 318685-167233 J J J 3-19B 3-21 105109395 Perm Service 517063365 104374579 Panel A 3003558097 SITE PLAN N Vicinity Map 47.504, -122.160 Owner / Developer Contact Info officeATTN: ADF PROPERTIES LLC 15007 WOODINVILLE-REDMOND RD WOODINVILLE, WA 98072 DALE FONK 206-799-3247 OVERHEAD CIRCUIT MAP 2305E040 SCALE: 6" = 1 MILE 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. CIRCUIT LOADING TABLE AS OF EXIST. PEAK LOAD EST. NEW LOAD TOTAL CIRCUIT: A PHASE B PHASE C PHASE PRE-14 1/20/2026 347 290 344 6 6 6 353 296 350 NOT TO SCALE UNDERGROUND CIRCUIT MAP 2305E011 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. 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. Inclement weather conditions may cause delays in construction times and dates. 1. 2. 3. 4. 5. 6. 7. 9. 11. 10. SCALE: 1" = 50' 10 5 1 0 9 3 9 5 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) PROJECT PHASE PWR NOTIF# Superior 516299632 E-Mail: Cell Phone: Project Manager Contact Information: Manager:AMY HILL 253-243-5089 AMY.HILL@PSE.COM PSE No No No Yes Yes Yes No YesDeveloper "Flagging Required" "Outages Required" "Locates Required" 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 AMY HILL 253-243-5089 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 RW-31525 RENTON SUNSET BLVD MEDICAL PRI LE/NEW UG XFMR/NEW UG SVC 4401 NE SUNSET BLVD , RENTON, WA 98056 N/A N/A N/A 105109395 AS NOTED 1 OF 3 KING N/A N/A CSPSKEPM NE 19-23N-05E N/A N/A 2305E011 2305E040 2305E011 PRE-14 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 SITE SPECIFIC NOTES: V01 - NEW #318686-167236 -INSTALL (1) HH 7' X 7' X 4' W/60" X 24" ACCESS PER STD 6045.5000 (PM3P15M) -INSTALL (1) 225kVA 120/208V PADMOUNT XFMR (MID: 6258150) -INSTALL (3) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) -INSTALL (4) 4-POS SECONDARY BAR CONNECTORS FOR #2 TO 500 KCMIL (MID 7651002) -INSTALL (12) MOUNTING BOLT KITS (MID 7651008) -INSTALL GRID # - INSTALL CABLE TAGS PER ONE LINE - CONNECT (3) RUNS OF CUSTOMER OWNED, INSTALLED, & MAINTAINED 250 ALUM WIRE J01 - EXISTING #318660-167178 -EXISTING VAULT AND EQUIPMENT TO REMAIN - DE-ENERGIZE 3Ø PRI. CABLES EIP573, EIP574, EIP575 TO ALLOW WORK TO BE PERFORMED - RE-ENERGIZE 3Ø PRI. CABLES AFTER WORK IS COMPLETED J02 - EXISTING #318676-167219 -EXISTING VAULT AND EQUIPMENT TO REMAIN - DISCONNECT 3Ø PRI. CABLES AEC594, AEC595, AEC596 -INSTALL (3) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) - REMOVE EXISTING CABLE TAGS - INSTALL NEW CABLE TAGS PER ONE LINE J03 - NEW #318685-167233 -INSTALL (1) HH 5' X 7' X 6' W/2-3' SQ DOORS PER STD 6055.1030 (JBOX3AS) -INSTALL (3) 4-POS JBOX(MID: 7625900) -INSTALL (9) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) -INSTALL (3) INSULATED CAPS (MID: 7630600) -INSTALL NEW CABLE TAGS PER ONE LINE J04 - EXISTING 318700-167266 - EXISTING VAULT AND EQUIPMENT TO REMAIN - INSTALL (3) 12KV ELBOW KIT PER STD 6041.1000 (ELB10J) -REMOVE EXISTING CABLE TAGS - INSTALL NEW CABLE TAGS PER ONE LINE M01 NEW METER BASE - PSE METER DEPT. TO INSTALL (3) 200 AMP METER SERVICE SPAN NOTE: -SEE SITE PLAN, ONE-LINE DIAGRAMS, & TABLES FOR REMOVALS AND INSTALLS JOB SITE JOB SITE 517307140 Panel B House Panel CIRCUIT FEET ADDED: SQ. FOOTAGE: PANEL SIZE: HEAT TYPE: EST. DEMAND: LRC: % V. DROP: % FLICKER: 545' 5200 600A N/A 42.9kW 372A 0.8% @ V01 1.2% @ V01 CIRCUIT FEET REMOVED: 455' 517307142 517307147 (3)2-57 2-59 (3)2-57 JOB SITE 3003558143 3003558182 108178526UG Cable Retirement (3)2-57 MFP26001551 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 318686-167236 225 kVA 120/208V (ABC) 318676-167219 1-4" SCH 80 EXISTING CONDUIT 1-4" SCH 80 CONDUIT 318700-167266 1-4" SCH 80 CONDUIT 1-4" SCH 80 EXISTING CONDUIT 1-4" SCH 80 CONDUIT 318685-167233 J 318686-167236 225 kVA 120/208V (ABC) 318676-167219 (2-55) 3Ø 1/0 AL JKT UG PRI CABLE ±40' AØEKE781 BØEKE782 CØEKE783 (3-19b) 318700-167266 3Ø 1/0 AL JKT UG PRI CABLE ±140' AØEKE775 BØEKE776 CØEKE777 (2-55) 3Ø 1/0 AL JKT UG PRI CABLE ±365' AØEKE778 BØEKE779 CØEKE780 (2-55) 318685-167233 J AØAEC594 318675-167217 318700-167266 318676-167219 25kVA 120/240V (B) BØAEC595 CØAEC596 PRE 14 REMOVE J J 318675-167217 318686-167236 225 kVA 120/208V (ABC) 318700-167266 318676-167219 25kVA 120/240V (B) NEW CABLE TAGS PRE 14 NEW CABLE TAGS AØEKE778BØEKE779 CØEKE780 AØEKE781BØEKE782 CØEKE783 AØEKE775BØEKE776 CØEKE777 NEW CABLE TAGS J J 10 5 1 0 9 3 9 5 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 AMY HILL 253-243-5089 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 RW-31525 RENTON SUNSET BLVD MEDICAL PRI LE/NEW UG XFMR/NEW UG SVC 4401 NE SUNSET BLVD , RENTON, WA 98056 N/A N/A N/A N/A AS NOTED 2 OF 3 KING N/A N/A CSPSKEPM NE 19-23N-05E N/A N/A 2305E011 2305E040 2305E011 PRE-14 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 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (PM) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information 225kVA 120/208v 6258150 V01 318686-167236 CUSTOMER OWNED AND INSTALLED SECONDARY WIRE TABLE BLDG.# OF METERS SOURCE # OF RUNS WIRE SIZE REMARKS 4401 4 V01 3 250 ALUM WIRE - ALL CUSTOMER-OWNED WIRE MUST BE INSTALLED ACCORDING TO THIS TABLE Vault & Equipment Table Work Location Grid Number Vault Size & Cover Type & Size Equipment In Vault Primary Bushings Transformer ID Numbers (Company ID) ASBUILT INFORMATION Foreman-CompleteLBDC V01 318686-167236 PM3P15M (7'x7'x4')PAD-3P-12-120/2 08-225 (225 kVA)3 0 J03 318685-167233 JBOX15L (5'x7'x5')JBOX 9 3 SCALE: NONE NEW CONDUIT DIAGRAM Primary Cable & Conduit Table (Foreman to Complete) LOCATION CONDUIT PRIMARY CABLE QTY OF LUBE (gal.) AS BUILT INFORMATION From To Size (in)Qty Design Length (ft) Actual Length (ft) TYPE BENDS PULL (lbs) PULL Rev (lbs)Cable Size Design Length (ft) Actual Length (ft) CABLE NUMBERS MANUFACTURING INFORMATION FOR FEEDER CABLE ONLY Check applicable box DB120 HDPE SCH 80 90°45°22°11°A B C Manufacturer Compound Year Tape CN #4/0 NEU Design As Built Actual Amount Installed (Conduit & Cable) J02 J03 EXISTING CONDUIT 112 106 3Ø 1/0 140 EKE775 EKE776 EKE777 IP1 J03 4"1 15 X CONDUIT ONLY J03 IP1 4"1 15 X CONDUIT ONLY J03 J04 4"1 EXISTING CONDUIT 148 171 3Ø 1/0 365 EKE778 EKE779 EKE780 J03 V01 4"1 20 X 45 44 3Ø 1/0 40 EKE781 EKE782 EKE783 **ALL CONDUIT WILL BE PROVIDED BY PSE & INSTALLED BY THE CUSTOMER. ALL TRENCHING & WORK PITS WILL BE PROVIDED BY THE CUSTOMER, SEE CUSTOMER DEVELOPMENT NOTES FOR DETAILS.** SCALE: NONE NEW CABLE DIAGRAM **ALL CABLE WILL BE PROVIDED & INSTALLED BY PSE** ABANDONED / REMOVE / REPLACED CABLE SCHEDULE CABLE NO. SAP EQUIP LOCATIONS CABLE (LF) EST EXISTING CABLE MFG. NAME EXISTING CABLE MFG. DATE CABLE REPLACED?FROM TO AEC594 11430702 J02 J04 455 AEC595 11430703 J02 J04 455 AEC596 11430704 J02 J04 455 TOTAL 1365' PRE CONSTRUCTION DIAGRAM POST CONSTRUCTION DIAGRAM TOTAL 4" SCH'L 80: 50'TOTAL PRI 3Ø 12KV 1/0 UG: 545' SCALE: NONE SCALE: NONE DEDICATED FACILITIES SITE SPAN ADDITIONAL REMARKS LABOR UNITS #FROM TO FOOTAGE ----UPGRADE 45kVA TO 225kVA TOTAL FT=## DEVELOPER & CUSTOMER 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: VAULTS & WORK PITS -PROVIDE A 5' X 10' WORK PIT AT IP1/IP2. -PROVIDE A 11' X 11' WORKPIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT V01. -PROVIDE A 9' X 11' WORK PIT & 6" BEDDING OF 5/8" CRUSHED ROCK AT J03. TRENCHING & CONDUIT -REQUIRED TO PROVIDE ±15' TRENCH FROM IP1/IP2 TO J03 -REQUIRED TO PROVIDE ±15' TRENCH FROM J03 TO IP1 - REQUIRED TO PROVIDE ±20' TRENCH FROM J03 TO V01 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 WSDOT, A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS . POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 10 5 1 0 9 3 9 5 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 AMY HILL 253-243-5089 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 A. BETTENCOURT 206-584-4182 11/10/25 RW-31525 RENTON SUNSET BLVD MEDICAL PRI LE/NEW JBOX/NEW UG SVC 4401 NE SUNSET BLVD , RENTON, WA 98056 N/A N/A N/A 105109395 AS NOTED 3 OF 3 KING N/A N/A CSPSKEPM NE 19-23N-05E N/A N/A 2305E011 2305E040 2305E011 PRE-14 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 2" Excavation - 20 cubic yards 8'-0" or 10'-0" 7'-0" 8'-0"8" 4'-2" SIDE VIEW 4'-6"Crushed 6" Rock 11' 11' TOP VIEW 3'-6" 7'-0" 6045.5000Not to scale VAULT & EXCAVATION DETAIL 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 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 6"6" MIN GUARD POST INSTALLATION MIN CONCRETE 2'-6" PAINTED YELLOW 3'-6" 6'-0" The following styles of guard posts are approved for Puget Sound Energy transformers: - 6 ft x 4 in. diameter Schedule 40 or better galvanized steel pipe filled with concrete. The concrete shall have a minimum compressive strength of 3000 psi after 28 days. The exposed portion of the post shall be painted traffic yellow. - 6 ft x 9 in. diameter precast steel-reinforced concrete post. Available from Utility Vault Company, Auburn, WA; or Hanson Inc., Tacoma, WA. The exposed portion of the post shall be painted traffic yellow. LENGTH GUARD POST INSTALLATION Not to scale 0700.1600-03 18" PAD & GUARD POST LOCATIONS XFMR FRONT GUARD POSTS 3' MIN MIN 5' MAX 5' MAX TYPICAL 3' MIN 5' MAX 5' MAX 5' MAX 18" MIN 5' MAX 5' MAX 5' MAX 5' MAX 5' MAX Excavated Dirt Pile Final Grade 24" Min Backfill for Schedule 80 Conduit (NO Rocks over 10" Diameter or foreign objects)Separation 12" Min 18" Min JOINT TRENCH DETAIL Primary-Schedule 80 (NTS) 48" Max 36" Min Cover Phone & TV Primary Power Cable in Customer Provided Schedule 80 Conduit ROADSIDE To Excavated Dirt Pile FR O N T TOP VIEW 18" MIN 3' MIN WORKING SPACE 18" MIN 3' MIN 4' MIN 6' MAX5' PREFERRED 6" MIN 6' MAX 3' MIN 3' MIN Neares t S i d e W a l l or Ob s t r u c t i o n An y O b s t r u c t i o n Ab o v e M e t e r CT E n c l o s u r e Working Spa c e CT Clearances SCALE: NONE PM XFMR VAULT B-FLY DETAIL (V01) SCALE: NONE Prop 4" (J03) J-BOX B-FLY DETAIL (J03) SCALE: NONE Customer Owned Service Prop 4" (V01) Prop 4" (J02) Prop 4" (J04) PROPOSED UG CONDUIT EXISTING UG CONDUIT CONDUIT ELBOWS CONDUIT INTERCEPTION DETAIL SCALE: NONE 4'-0" 1'-0" 5'-8" 8" 7'-0" Tubes for 1" adjustable bolts ( 4) Cover 2,490 lbs Top Section 1,835 lbs Base 4,760 lbs 4'-8" (2) 3' Square Plate Doors NOTE: For Installations in pavement or sidewalks with adjustable cover SIDE VIEW TOP VIEW 9'-0" 11'-0" 2" 6'-0" 6"Crushed Rock 3-piece handhole, increase excavation Depth to 6'-6" and 24 cubic yards. 4'-8" x 7' Handhole ( 575) w/adjustable Cover MID#: 7663206 VAULT & EXCAVATION DETAIL Not to scale 6051.1500 Excavation - 20 cubic yards FR O N T DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP26001551 Engineering 1 Engineering General Conditions Night work shall not take place until the Noise Variance has been issued Page 1 of 1