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Home My WebLink AboutMFP26000911.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26000911 IVR Number: 26000911 Permit Information Permit Name: Puget Sound Energy - Electric 101196191Address/Location:02/20/2026Application Date:1431500200Parcel Number: 16016 123RD PL SE Permit Type:03/04/2026Issue Date:Franchise Permit Work Class:03/04/2027Expiration Date:Major Utility Job Number: 101196191Franchise Type:Electric Description: Puget Sound Energy Electric REPLACING 5 POLES @ DRIDS 317059 166913; 317059 166927; 317059 166941; 317059 166953; & 317064 166962 CREW TO REMOVE SEC CROSSARMS INSTALL RIGID CLEVIS @GRIDS 317071 166846; 317063 166857; 317060 166871; 317060 166885; & 317060 166899 REMOVE OWS & INSTALL OH TRIPLEX WIRE FOR 9 SPANS FROM P01 317071 166846 TO P10 317064 166962. ASPLUNDH TO COMPLETE REQUIRED TREE \BRUSH TRIMMING. NO GROUND DISTURBANCE ANTICIPATED. 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 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 2/20/2026 101196191 16016 123RD PL SE COREY NDIFON 253-569-2523 MFP26000911 Monday Friday 8:00am 3:00pm Scott Warlick CED 3/4/2026 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. 16016 123rd Pl SE Renton WA 98058 USA SE 158TH S T 12 4 T H A V E S E 13 13 18 18 1 2 3 R D A V E S E P01 12 4 T H P L S E SE 160TH S T 12 3 R D P L S E 13 13 13 13 13 13 13 13 13 13 STOP STOP STOP W20 - 1 ROA D WO R K AHE A D BE PRE P A R E D TO STO PW3- 4 X'≥ X'≥ X'≥ W20 - 7 A W20-1 RO A D WO 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 W20-1 RO A D WO 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 W2 0 - 1 ROA D WOR K AHE A D BEPRE P A R E D TOSTO P W3 - 4 X'≥ X'≥ X'≥ W2 0 - 7 A FROM TO TOW A W A Y A R E A PHON E 6 8 4 - 5 4 4 4 NAME O F F I R M X X X - X X X - X X X X NO P A R K I N G RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA 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 1016016 123rd Pl SE, Renton, WA 98058 0 12109315 02/19/2026 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. 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW 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 MFP26000911 16016 123rd Pl SE Renton WA 98058 USA 12 4 T H A V E S E P02 12 4 T H P L S E SE 160TH S T 12 3 R D P L S E 13 13 13 1313 13 13 13 13 13 13 13 W20-1 RO A D WO 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 W 2 0 - 1 ROA D WOR K AHE A D W 2 0 - 4 ONE L A N E ROA D AHE A D X'≥ X'≥ X'≥ W 2 0 - 7 A W20 - 1 ROA D WO R K AHE A D W20 - 4 ONE L A N E ROA D AHE A D X'≥ X'≥ X'≥ W20 - 7 A STOP STOP FRO M TO TOW A W A Y A R E A PHO N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 2 OF 1016016 123rd Pl SE, Renton, WA 98058 0 12109315 02/19/2026 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. 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW 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 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 MFP26000911 16016 123rd Pl SE Renton WA 98058 USA 12 4 T H A V E S E 13 13 P01 P03 12 4 T H P L S E SE 160TH ST 13 13 13 13 13 13 13 13 STOP STOP STOP W20-1 RO A D WO 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 W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANE ROADAHEAD W2 0 - 7 A W20 - 1 RO A D WOR K AHE A D W2 0 - 4 ONE L A N E ROA D AHE A D X'≥ X'≥ X'≥ W2 0 - 7 A FR O M TO TO W A W A Y A R E A PHO N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 3 OF 1016016 123rd Pl SE, Renton, WA 98058 0 12109315 02/19/2026 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. 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW 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 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 MFP26000911 16016 123rd Pl SE Renton WA 98058 USA 12 4 T H A V E S E P04 12 4 T H P L S E SE 160TH ST 13 13 13 13 13 13 13 13 STOP STOP STOP W20-1 RO A D WO 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 W2 0 - 1 ROAD WORK AHEAD W2 0 - 4 ONE LANE ROADAHEAD W2 0 - 7 A W2 0 - 1 RO A D WO R K AH E A D W2 0 - 4 ONE L A N E ROA D AHE A D X'≥ X'≥ X'≥ W2 0 - 7 A FR O M TO TO W A W A Y A R E A PH O N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 4 OF 1016016 123rd Pl SE, Renton, WA 98058 0 12109315 02/19/2026 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. 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW 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 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 MFP26000911 P05 12 4 T H P L S E SE 160TH ST SE 160TH ST 13 1313 13 13 13 W20-1 RO A D WO R K AH E A D W20-4 ON E L A N E RO A D AH E A D X'≥X'≥X'≥ W20-7AW2 0 - 1 ROAD WORK AHEAD STOP STOP W20-1 RO A D WO 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 FRO M TO TO W A W A Y A R E A PH O N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 5 OF 1016016 123rd Pl SE, Renton, WA 98058 0 12109315 02/19/2026 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. 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW 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 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 MFP26000911 P06 12 4 T H P L S E SE 160TH ST SE 160TH ST 13 1313 13 13 13 1 3 1 3 17 17 W20-1 RO A D WO 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 STOP W20-1 RO A D WO 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 STOP FR O M TO TO W A W A Y A R E A PHO N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 6 OF 1016016 123rd Pl SE, Renton, WA 98058 0 12109315 02/19/2026 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. 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW 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 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 MFP26000911 P06 12 4 T H P L S E SE 160TH ST SE 160TH ST 13 1313 13 13 13 1 3 1 3 17 17 W20-1 RO A D WO 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 STOP W20-1 RO A D WO 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 STOP FR O M TO TO W A W A Y A R E A PHO N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 7 OF 1016016 123rd Pl SE, Renton, WA 98058 0 12109315 02/19/2026 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. 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW 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 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 MFP26000911 P07 SE 160TH ST 13 1313 13 1 3 1 3 17 17 W20-1 RO A D WO 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 STOP W20-1 RO A D WO 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 STOP SE 1 5 8 T H S T FR O M TO TO W A W A Y A R E A PH O N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 8 OF 1016016 123rd Pl SE, Renton, WA 98058 0 12109315 02/19/2026 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. 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW 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 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 MFP26000911 P08 SE 160TH ST 13 13 13 13 1 3 1 3 17 17 W2 0 - 1 ROA D WOR K AHE A D W20 - 4 ONE L A N E ROA D AHE A D X'≥ W20 - 7 A STOP W20-1 RO A D WO 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 STOP X'≥ X'≥ W2 0 - 1 ROA D WOR K AHE A D X'≥ FR O M TO TO W A W A Y A R E A PH O N E 6 8 4 - 5 4 4 4 NAM E O F F I R M X X X - X X X - X X X X NO P A R K I N G RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 9 OF 1016016 123rd Pl SE, Renton, WA 98058 0 12109315 02/19/2026 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. 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW 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 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 MFP26000911 P09 SE 160TH ST 13 1313 13 13 13 17 17 W20-1 RO A D WO 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 STOP W 2 0 - 1 ROA D WOR K AHEA D BE PREP A R E D TO STO P W 3 - 4 X' ≥ X' ≥ X'≥ W 2 0 - 7 A W2 0 - 1 RO A D WO R K AH E A D BE PR E P A R E D TO STO P W3- 4 X'≥ X'≥ X'≥ W20 - 7 A STOP FR O M TO TO W A W A Y A R E A PHO N E 6 8 4 - 5 4 4 4 NA M E O F F I R M X X X - X X X - X X X X NO P A R K I N G RESIDENT(S) WILL BE INFORMED OF TEMPORARY DRIVEWAY CLOSURE THE CREW SHALL CEASE WORK AND ESCORT PEDESTRIANS AROUND/THRU WORK AREA Project Address: Page PSE PUGETSOUNDENERGY Designer: Job # REV jaber Tofan 425-424-7701 Jaber.tofan@pse.com 10 OF 1016016 123rd Pl SE, Renton, WA 98058 0 12109315 02/19/2026 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. 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'. LEGEND 28" TRAFFIC CONE SIGN LOCATION TRAFFIC FLOW WORK VEHICLE/ FLASHING LIGHTS RIGHT OF WAY WORK AREA CHEVRON ARROW 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 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 MFP26000911 15841 P# 1431500310 15854 P# 1431500500 16016 P#1431500200 12379 P# 1431500210 16030 P# 1431500190 12389 P# 1431600150 12401 P# 1431600160 12409 P# 143160170 12402 P# 1431600050 12410 P# 1431600060 12415 P# 1431600180 12423 P# 1431600190 12431 P# 1431600200 12422 P# 1431600140 12430 P# 1431600130 12436 P# 1431700330 12439 P# 1431600210 12445 P# 1431700340 12451 P# 1431700350 P# 1431700310 12604 P# 1431700320SE 16 0 T H S T 124 T H A V E S E TREE/BRUSH TRIMMING REQUIRED 12611 P# 1431700360 12610 P# 1431700310 12616 P# 1431700300 12621 P# 1431700370 12624 P# 1431700290 12627 P# 1431700380 12630 P# 1431700280 12638 P# 1431700270 12644 P# 1431700260 12639 P# 143170040012633 P# 1431700390 12647 P# 1431700410 12655 P# 1431700420 12661 P# 1431700430 12669 P# 1431700440 12652 P# 1431700250 SE 160TH ST S 1 5 8 T H S T 10 1 1 9 6 1 9 1 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 C. NDIFON 253-263-5132 12/05/25 L. NEELY 253-569-2523 12/05/25 N/A N/A N/A C. NDIFON 253-263-5132 12/05/25 REQ-RENTON ROL-16 CREW2 12423 SE REPLACE 5 POLES & 9 OWS 16016 123RD PL SE RENTON, WA 98058 1135051565 N/A N/A 101196191 AS NOTED 1/2 KING N/A N/A QCSOKE SE 22-05-23 N/A N/A 2305E084/2305E083 2305E088 2305E084/2305E083 ROL-16 N/A N/A N/A N/A N/A N/A N/A N/A N/A POTELCO - PM, Inc.DESIGNED BY MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL Notify Customers and Service Area 48 HRS Prior To Planned Outages ORDER#NOTIF#PROJECT PHASE MAINTENANCE O & M SUPERIOR FAILED SILICONE REMOVAL EXPENSE 12109315 101196191 N/A 108174047 583082663 593268666 THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG OVERHEAD CIRCUIT MAP 2305E088 SCALE: 6" = 1 MILE SITE PLAN SCALE: 1:50 FOREMAN (CHECK BOX WHEN COMPLETED) Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition. Grid, Cable, and Switch numbers INSTALLED & VERIFIED. Field Changes RED-LINED on As-built. Indicate correct FUSE SIZE on As-built & VERIFY proper PHASE. Foreman's Signature _______________________________________________ Print Name ___________________________________ Date ______________ Material VERIFIED and CHANGES noted on Paperwork. Total PRIMARY Cable noted on As-built. Company ID#'s RECORDED in correct location on As-built. Deviations noted on the As-built and their reason. I certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. JOB SITE No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" No No Yes Yes "Joint Trench Coordination Req'd" "Vegetation Management Req'd" VICINITY MAP NOT TO SCALE JOB SITE CONSTRUCTION NOTE: POLES P01 TO P05 ARE FOREIGN OWNED BY LUMEN. POLES WILL NEED TO BE REPLACED BY POLE OWNER. SITE SPECIFIC NOTES P01 (317071-166846) -REMOVE SECONDARY CROSSARM -INSTALL RIGID CLEVIS FOR NEW 1/0 TPLX (EAST) P02 (317063-166857) -REMOVE SECONDARY CROSSARM -REPLACE EXISTING 25kVA XFMR W/ NEW 37.5kVA XFMR (6025.1000 TRFPXF) -INSTALL NEW CUTOUT ON NEW POLE (MID: 9999108) -INSTALL (2) RIGID CLEVIS (MID: 9257200) P03 (317060-166871, IN FIELD GRID NUMBER 317083-166857) -REMOVE SECONDARY CROSSARM -INSTALL (2) RIGID CLEVIS (MID: 9257200) -INSTALL GRID #: 317060-166871 P04 (317060-166885) -REMOVE SECONDARY CROSSARM -INSTALL NEW 50kVA XFMR (6025.1000 TRFRXF) -INSTALL CUTOUT ON NEW POLE (MID: 9999108) -INSTALL (2) RIGID CLEVIS (MID: 9257200) P05 (317060-166899) -REMOVE SECONDARY CROSSARM -REMOVE EXISTING 25kVA XFMR -INSTALL (2) RIGID CLEVIS (MID: 9257200) P06 (317059-166913) -REPLACE EXIST. POLE W/ 45' CL2 (6010.1000 PD452) -REMOVE 1-PH SINGLE ARM PRIMARY NEUTRAL -REMOVE SECONDARY CROSSARM -INSTALL 1-PH POLE TOP PIN 2ACSR (6031.1010 TAN112) -INSTALL NEW 50kVA XFMR (6025.1000 TRFRXF) -INSTALL CUTOUT ON NEW POLE (MID: 9999108) -INSTALL (2) RIGID CLEVIS (MID: 9257200) -TRANSFER OH SVC TO 12604, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12610, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12616, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12451, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12611, CUT AND EXTEND AS NEEDED (L=_____') -ROLL NEUTRAL INTO COMMON POSITION -TOP POLE AT COMMS UNITS OF PROPERTY REMOVAL ONLY MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS 4 DIST. INSULATORS 17 TRANS. ARRESTERS TRANS. INSULATORS CROSSARMS - DISTRIBUTION 10 CROSSARMS - TRANSMISSION UNITS OF PROPERTY INSTALL ONLY CROSSARMS MATERIAL QTY DIST. ARRESTERS DIST. CUTOUTS 4 DIST. INSULATORS 17 TRANS. ARRESTERS TRANS. INSULATORS CROSSARM - DISTRIBUTION CROSSARM - TRANSMISSION L. NEELY 253-569-2523 1/16/25 R. MILLER 253-355-6930 12/17/25 SITE PLAN SCALE: 1:50 MA T C H L I N E " A " (S E E T H I S P A G E ) A A MA T C H L I N E " A " (S E E T H I S P A G E ) A A P07 (317059-166927) -REPLACE EXIST. POLE W/ 45' CL2 (6010.1000 PD452) -INSTALL 1-PH POLE TOP PIN 2ACSR (6031.1010 TAN112) -REPLACE EXISTING 25kVA XFMR (6025.1000 TRFNXF) -REMOVE SECONDARY CROSSARM -INSTALL NEW CUTOUT ON NEW POLE (MID: 9999108) -INSTALL RIGID CLEVIS (MID: 9257200) -TRANSFER OH SVC TO 12624, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12630, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12621, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12627, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER STREETLIGHT -ROLL NEUTRAL INTO COMMON POSITION -TOP POLE AT COMMS P08 (317059-166941) -REPLACE EXIST. POLE W/ 45' CL2 (6010.1000 PD452) -INSTALL 1-PH POLE TOP PIN 2ACSR (6031.1010 TAN112) -INSTALL 25kVA XFMR (6025.1000 TRFNXF) -INSTALL NEW CUTOUT ON NEW POLE (MID: 9999108) -REMOVE SECONDARY CROSSARM -INSTALL (2) RIGID CLEVIS (MID: 9257200) -TRANSFER OH SVC TO 12638, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12644, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12633, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12639, CUT AND EXTEND AS NEEDED (L=_____') -ROLL NEUTRAL INTO COMMON POSITION -TOP POLE AT COMMS P09 (317059-166953) -REPLACE EXIST. POLE W/ 45' CL2 (6010.1000 PD452) -INSTALL 1-PH POLE TOP PIN 2ACSR (6031.1010 TAN112) -REMOVE SECONDARY CROSSARM -INSTALL RIGID CLEVIS (MID: 9257200) -TRANSFER OH SVC TO 12647, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12655, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER STREETLIGHT -ROLL NEUTRAL INTO COMMON POSITION -TOP POLE AT COMMS P10 (317064-166962) -REPLACE EXIST. POLE W/ 45' CL2 (6010.1000 PD452) -INSTALL 1-PH PRIMARY DE (6031.1040 DE0115) -INSTALL 37.5kVA XFMR (6025.1000 TRFPXF) -INSTALL NEW CUTOUT ON NEW POLE (MID: 9999108) -REMOVE SECONDARY CROSSARM -INSTALL (2) RIGID CLEVIS (WEST) (MID: 9257200) -TRANSFER PRI. GUY TO EXISTING ANCHOR -TRANSFER OH SVC TO 12652, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12669, CUT AND EXTEND AS NEEDED (L=_____') -TRANSFER OH SVC TO 12661, CUT AND EXTEND AS NEEDED (L=_____') -ROLL NEUTRAL INTO COMMON POSITION -TOP POLE AT COMMS MFP26000911 POTHOLE ALL EXISTING UTILITIES RESTORATION PER CITY OF RENTON STANDARDS 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 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 C. NDIFON 253-263-5132 12/05/25 L. NEELY 253-569-2523 12/05/25 N/A N/A N/A C. NDIFON 253-263-5132 12/05/25 REQ-RENTON ROL-16 CREW2 12423 SE REPLACE 5 POLES & 9 SPANS 16016 123RD PL SE RENTON, WA 98058 1135051565 N/A N/A 101196191 AS NOTED 2/2 KING N/A N/A QCSOKE SE 22-05-23 N/A N/A 2305E084 2305E088 2305E084 ROL-16 N/A N/A N/A N/A N/A N/A N/A N/A N/A POTELCO - PM, Inc.DESIGNED BY MAKE NO CHANGES TO THIS JOB WITHOUT PRIOR APPROVAL Notify Customers and Service Area 48 HRS Prior To Planned Outages THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG 10 1 1 9 6 1 9 1 No No No Yes Yes Yes "Flagging Required" "Outages Required" "Locates Required" No No Yes Yes "Joint Trench Coordination Req'd" "Vegetation Management Req'd" WIRE STRINGING PRIMARY & SECONDARY Location Pri Sec Wire Size & Type Quantity Length (Per conductor)Total ActualFromTo P01 P02 X 1/0 TPLX 1 120 120 P03 P04 X 1/0 TPLX 1 135 135 P05 P06 X 1/0 TPLX 1 110 110 P09 P10 X 1/0 TPLX 1 90 90 WIRE REMOVAL TABLE Location Wire Size & Type Quantity Length (per conductor)RemarksFromTo P01 P02 OWS 1 120 P02 P03 OWS 1 150 P03 P04 OWS 1 135 P04 P05 OWS 1 140 P05 P06 OWS 1 110 P06 P07 OWS 1 155 P07 P08 OWS 1 120 P08 P09 OWS 1 145 P09 P10 OWS 1 90 Total Feet (1,165) Removed: ________ POLE TABLE (NEW) Site # Pole Data Grid #Height Class Year Remarks / Location Ref. P06 317059-166913 45 2 P07 317059-166927 45 2 P08 317059-166941 45 2 P09 317059-166953 45 2 P10 317064-166962 45 2 POLE RETIREMENT TABLE TEMP TRANSFERS ST. LIGHT TRANSFERS SITE # POLE DATA POLE TEL TV FIBER TRAN RMVD ID NUMBER GRID #HEIGHT CLASS YEAR TOPPED RMVD P06 317059-166913 40 2 1962 P07 317059-166927 40 1 1962 P08 317059-166941 40 1 1962 P09 317059-166953 40 2 1962 P10 317064-166962 40 2 1962 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (OH) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information P10 317064-166962 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (OH) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information P02 317063-166857 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (OH) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information P06 317059-166913 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (OH) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information P07 317059-166927 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P02 317063-166857 25kVA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P05 317060-166899 25kVA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P07 317059-166927 25kVA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P09 317059-166953 25kVA 37.5kVA 6211300 50kVA 6211350 25kVA 6211250 37.5kVA 6211300 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (OH) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information P04 317060-166885 50kVA 6211350 Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (OH) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information P08 317059-166941 25kVA 6211250 MFP26000911